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HomeMy WebLinkAbout10619 W 50th AvenueFrom: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Roofing Permit Application Date: Friday, June 25, 2021 1:24:38 PM Roofing Permit Application THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this property Commercial Commercial or Residential? PROPERTY INFORMATION Property Address 10619 W 50th Ave Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Miller Coors [1-181001P0061910 chad.coogan@millercoors.com Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business United Materials Ilc Name Contractor's License Number Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 019700 1918191 1:PAIE,1110 rseaIey@unitedmtls.net Retype Contractor rsealey@unitedmtls.net Email Address Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198.ndf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" DESCRIPTION OF WORK TOTAL SQUARES of 40 the entire scope of wo rk: Project Value (contract 268,000.00 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Flat roof (less than 2:12 pitch) roof, pitched roof, or both? (check all that apply) What is the pitch of the 1/4 FLAT roof? How many squares are 40 part of the FLAT roof? Describe the roofing cold process modified bitumen and an acrylic elastomeric coating material for the FLAT roof: Type of material for the Other (specify below) FLAT roof: If "Other" Is selected Tremco is manufacturer above, describe here: Provide any additional Bridge, Bldg 41 west, Building 41 East detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Richard E Sealey Permit Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� Commercial Roofing PERMIT - 202101384 PERMIT NO: 202101384 ISSUED: 07/08/2021 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 07/08/2022 JOB DESCRIPTION: Reroof cold process modified bitumen and an acrylic elastomeric coating. Flat roof 1/4:12 pitch. 40 squares *** CONTACTS *** OWNER (303) 425-7949 MILLER COORS SUB (303)623-4116 MICHAELENE WINTERS 019700 UNITED MATERIALS, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 900 / Miller Coors BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 268,000.00 FEES Total Valuation 0.00 Use Tax 51628.00 Permit Fee 21215.65 ** TOTAL ** 71843.65 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. 44" City of Wheat Ridge _A� Commercial Roofing PERMIT - 202101384 PERMIT NO: 202101384 ISSUED: 07/08/2021 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 07/08/2022 JOB DESCRIPTION: Reroof cold process modified bitumen and an acrylic elastomeric coating. Flat roof 1/4:12 pitch. 40 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/08/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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(L N of ¢ ON U C.7 J d O IV S O Z X00 Xm H0 [if m O U co m ¢ :ar` UUP p N� cpN Op O LQi CD H = c0 z -" x Elf Z x z o N ¢ d W N_ O 0- m 3m J W Li I�lOjl9 -IV£98-6L(008):aaogd bTL9b nr03 �0AU03�- asr0a-j%UQUar0a�aa-AVA 8£51-1££ (010m ZZL9-05Z06 V0`-0g� aft-AV poomlSUI90 104UODan .11.0 `sa1ai00ssn 40 ZM 1 V901- :NO] ' Lt l l6L'62 :1V1 :S3IVNIOa000 103rMld O N LoZinNIAV wN � 9 wH o �o ¢OO g r 0 W H008 OO '30R1V3HM H105 1SIM 61901 3ll08 NV1NfOW 100N :a3N=no SVl3 J.�8W3SSV Sf03NV�30SIW -�VM ONf0S awl Baas 31VO NOIldI?J0S30 c5 � o - 3w af W o N o U z� U o x W u? o Z S O II m o II o N Q II N z o - u — _ 0 10 Q 1 cn I o cs z 3 � z Z J 5 O 3 5 0 U w LLJ U Of Z � O IIII®IIII � U a a � U x Z x =D m o----- 1 - 1----- m Ln O Ln o Z o C7 _ _ 00 � U x L ---J stn W O LL V L Q v u0 -,Z O Z O � � O O 3w � w � o Bw U W o J OO z U Of x Z x J x W > 00 U N J m m m ¢ o II o - �- -} - o ~ II o o O ® 01 ¢ N o c� _N o vQi o 0 s U ¢ J S 1uJ o ow z co z ¢ �L � GJ � � O J � � o an d U N J= m I a m J m Q O 0 O N d � wT O O f - w J w z J � - - - - - - - - - - - - - - Z W CL Q U W m Q a' U :2 V) Z Q N W W 0-,3 WZ Z n ¢ J (D J Z Q U U ~z "O v=N� m¢ Z3 w~ �m N3 O CN U¢o wz mm ¢m w~ d� c�a i5 a_ ;.� oo �� mzz �o z o'a ra c�a �® x O J p U N d O? (L N of ¢ ON U C.7 J d O IV S O Z X00 Xm H0 [if m O U co m ¢ :ar` UUP p N� cpN Op O LQi CD H = c0 z -" x Elf Z x z o N ¢ d W N_ O 0- m 3m J W Li From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Monday, May 10, 20218:50:34 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Commercial Residential or Commercial? Property Address 10619 W. 50th Ave. Wheat Ridge, CO 80033 Property Owner Name Noel Guerrero Property Owner Phone 303-425-7949 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email noel.guerrero@molsoncoors.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Behrens and Associates, Inc. Contractor or Architect Contractor's License 210103 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 707-738-4451 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address skuehn@baenc.com Retype Contact Email skuehn@baenc.com Address DESCRIPTION OF WORK Detailed Scope of Install 389' of 40' high Sound Wall and pier foundations Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of N/A scope of work Location of work North of the existing Oxygen Plant at the SW corner of Ridge (backyard, on roof, etc) Road and Miller Street Project Value (contract $813,200.00 Valuation OK value or cost of ALL materials and labor) Upload Engineer letter Field not completed. Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings RMBC 2021-03-01 (04-26-21) ndf Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Steve Kuehn Permit Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� Commercial Miscellaneous PERMIT - 202100923 PERMIT NO: 202100923 ISSUED: 06/16/2021 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 06/16/2022 JOB DESCRIPTION: Install 389' of 40' high Sound Wall and pier foundations at North of the existing Oxygen Plant at the SW corner of Ridge Road and Miller Street *** CONTACTS *** OWNER (303) 425-7949 MILLER COORS GC (970)535-9000 STEVE LUEHN 210103 BEHRENS AND ASSOCIATES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 900 / Miller Coors BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 813,200.00 FEES Total Valuation 0.00 Plan Review Fee 31535.38 Use Tax 17,077.20 Permit Fee 51439.05 ** TOTAL ** 26,051.63 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2018 International Codes, 2020 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. Approved per Case No. WZ-21-02. Panel systems shall be factory -painted. Landscaping removed or damaged during construction must be replaced prior to final inspection. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Miscellaneous PERMIT - 202100923 202100923 ISSUED: 06/16/2021 10619 W 50th Ave EXPIRES: 06/16/2022 Install 389' of 40' high Sound Wall and pier foundations at North of the existing Oxygen Plant at the SW corner of Ridge Road and Miller Street I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/16/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 10619 W 50th Ave. Permit #201802175 loo D ,a �0 ./S09001 HORN Glass Industries AG, Bergstrasse 2, D - 95703 Ploessberg, Germany Horn Project: 64530 14.09.2020 Applicant / Buyer: RMBC /OI Beneficiary / Seller: Horn Glass Industries AG Bergstrasse 2, 95703 Ploessberg, Germany Mr. Raul Morello, Horn Glass Industries has reviewed the Mechanical and Electrical installation for the Horn — Project 64530, located in Wheatridge, Denver Colorado. All items, which have been scope of Horn, are installed as designed. As — Built drawings have been provided for all items that required a variation from original design. All items have been functioning normally and as intended at the date of leaving site on the 20th April 2019. Dipl. Ing. (FH) Peter Braunschlager Project Management HORN Glass Industries AG Bergstrage 2 95703 P169berg / Germany City of VV heatRidd-11111111ink COMMUNITY UEVfIC�I'MENT APPROVED Reviewed for Code Compliance Randy Slusser 9/25/2020 Plans Examiner Date Validity of oennil: The issucau of a permit or gpproval of pbas speciftwMoa and computchons shag riot be a permit1k, hr, or on approval of any violation to any of the prov/slons of rhe but d/aq code or of o(W City ordinaorrces. Aermlta presuming to give outhaffly to violola or comet the p P isions of the 6WWW dada or other on tnaam of the Clty shoU not be valid HORN Glass Industries AG, Bergstrasse 2, D-95703 Plossberg Tel: +49 (0) 9636 / 9204-0 Fax: +49 (0) 9636 / 9204-10 E-mail: info(cD-hornglas.de • Internet: www.hornglas.de HRB 2146 Amtsgericht Weiden, UST -Id -Nr. DE812836914 Vorstand: Stephan Meindl Aufsichtsrat: Dr. Hans Wehrmann (Vorsitzender) Commerzbank AG Weiden IBAN DE16 7608 0040 0682 0670 00 Deutsche Bank AG, Nurnberg, IBAN DE39 7607 0012 0884 8889 00 Sparkasse Oberpfalz Nord Weiden IBAN DE37 7535 0000 0011 0785 40 UniCredit Bank AG, Weiden, IBAN DE92 7532 0075 0007 5989 12 Bayern LB Nurnberg IBAN DE53 7005 0000 0004 1824 82 BW Bank Nurnberg IBAN DE11 6005 0101 0004 3230 51 Volksbank Raiffeisenbank Nordoberpfalz eG Weiden IBAN DE49 7539 0000 0306 0803 32 SLVS Verbots- bzw. Verzichtskunde i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE A Inspection Type: � ° ! r.) I en Job Address: 1 C6AI lit! SqTW AV Permit Number: 20 N 0 I5� =MR MEN OMAWVMAK�M ❑ No one available for inspection: Time y CAN Re -Inspection required: Yes No When corrections have been made, call for re -inspection pt 303-234- Date: 10 -��--� ,Inspector:k"_ DO NOT REMOVE THIS NO ICE I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: U r Job Address: 106101 bV Permit Number: ( �1 ❑ No one available for inspection: Time - A�I 11/PM Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection onne at: http✓/www.ci.wheatridge.co.uslinspection P^%7 1 Date: i Q' 2., - 10Z -o Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: iy Imici Job Address: 100q to I;Q—M AViC Permit Number: Z,'a 1- C) 1 -57 (4 ❑ No one available for inspection: Time A /PM Re -Inspection required: YesNom, When corrections have been made, schedule for re -inspection onl'e at: http://www.ci.wheatridge.co.u�nspection Date: .%®Z0ZD Inspector: 0 i OPTIMATION September 15, 2020 Owens -Brockway 1 Michael Owens Parkway Perrysburg, OH 43551-2999 Attention: Raul Morello 110619 W 50th Ave. Permit #201802175 OPTIMATION Corporafe Ofce: 50 High Tech Drive Rush, NY T4543 Phone: 585-321-2300 Fax: 585-321-2700 www.optimation.us O -I — ROCKY MOUNTAIN BOTTLE COMPANY — BATCH & CULLET SYSTEMS OPTIMATION PROJECT NUMBER M18-0399.00 Dear Raul: Optimation has reviewed the Mechanical and Electrical installation for Optimation Project #M18-0399.00 located at your Rocky Mountain Bottle Company (RMBC) facility in Wheat Ridge, CO. All items, Mechanical and Electrical, are installed as designed for each of the following systems provided: • `B+' Furnace Conveyor System • Premix System Modifications • Mixer Dust Collection System • Cullet Elevator & Bypass Modifications • Batch House Control System Upgrade by ACSI Installation services were provided by Lilja Corporation and Bianco Electric contracted directly by the RMBC plant. Optimation provided Field Supervision to oversee completion of these services. As-builts for the systems have been provided for all items that required a variation from original design. The Optimation systems are functioning normally and as intended. Sincerely, OPTIMATION Jonathan Terrance Project Manager Mechanical Engineer Ton.Terrance&optimation.us Howard Patton Staff Engineer Howard.Patton&012timation.us City of 'COMW heat RR'ddge ITMUNY DEVELOPMENT APPROVED Reviewgd for Code Compliant* Randy Slusser 9/25/2020 Plans Examiner Date Dale Reyn<yawky of permit: The issrianee of a per w w *9,.va,,f plan specowtwm andmmpumbonsshaflnot beapermitfor,oranaAwovolofany woolabonto Electrical any of the provlslom of rhe beaAfty code or of OW My ardlnanaes. permMs Dale.Ranc presumn9 to g" outhmlty to wrbl oroancel Chep ovivas aof me /W AV d coda or Met orWnonoaof the oty shoo not he WA 10619 W 50th Ave. I Permit # 201801543 July 29, 2019 Project: 28686 Customer: RMBC/0-1 Mr. Raul Morello Tri -Mer Engineering has reviewed the Mechanical and Electrical installation for the Tri -Mer project 28686 located in Wheatridge Colorado. All items, Mechanical and Electrical, are installed as designed. As-builts for the system have been provided for all items that required a variation from original design. The Tri -Mer system is functioning normally and as intended. Chris Worthington, .61. City of Wheat�dge COMMUNITY DEVELOPMENT APPROVED Engineering Manager Reviewed for Code Compliance Ceramics Technology Group(CTG) Randy Slusser 9/25/2020 Plans Examiner Date validity of oemit the lsmonce c/o parmlt w Wrawl of pAwns spec plmeiax OW cempurohom shop not be a penrot for or on approref of any wolobon Eo my of rhe proylsbm of the buddMg code or of aW Coy ordinar"P. Permits pms ng to ghv outharlry to vwaw or conal the pnWadmt of the OLMO p Lodes or oMn ordrnoom o/ dw my sham ant be vem4 1400 Monroe Street, Owosso, Michigan 48867 a Phone (989) 723-7838 a Fax (989) 723-7844 Email - salesdpt4tri-mer.com • Website - www.tri-mer.com <�4f BORTON LAWSON Lehigh Valley Pittsburgh Wilkes-Barre Wilkes-Barre 613 Baltimore Drive Suite 300 Wilkes-Barre, PA 18702 P: 570 8211999 IF 570.821.1990 borton-lawson com 10619 W 50th Ave. Permit#201802175 Permit#201801568 Permit#201801543 September 24, 2020 Mr. Randy Slusser City of Wheat Ridge City of Wheat Ridge Municipal Building 7500 W. 29« Ave Wheat Ridge, CO 80033-8001 RE: RMBC B+ Furnace Rebuild -2018 Permit#201802175 BL No.: 2017-3259-004 Mr. Slusser: This letter serves as the Engineering Statement of Construction Compliance relating to the Civil/Structural scope of work for the above reference project substantially completed in June, 2020. The project is located at 10619 W. 50« Avenue, Wheat Ridge, Colorado. As the Civil/Structural En@neer of Record licensed in the State of Colorado, I was in responsible charge of the design and review of construction submittals. Periodic construction inspection and identification of any deviations from the design was the responsibility of the onsite supervision provided by the Owens-Illinois field engineering team as well as a part-time representative from Borton-Lawson. The field engineering team provided periodic reports and coordinated field deviations from the engjneenngdrawings through me. Special Inspections per the International Building Code were performed by an Independent third party inspector. Upon review and coordination of this information, I ascertain to the best of my knowledge that the items under the Civil/Structural Scope of Work bearing my CO seal have been constructed in accordance with the design intent and the permit drawings previously issued to your office with the exception of the following items that still remain open as work in progress: • Determination of need for new man door exitingto the ground level at the southeast corner of the A Furnace Building. • Installation oftwo(2)sectionsof the lateral bracingsystem atthe formingfloor level alongcolumn line 17. Sincerely, Scott R. Bush, P.E. Vice President Srb/SRB c: Vic Freeberg, Lilja Cc nr•r '� W hca P "d APPROVED Neo Hadlichamlamb' Randy SIUSSer 9/25/2020 PNns Exams Dale .+va�..��,m�am.mi'anm.ogrorew;�. w mpx auwrym mpruwgmrulwp a\eon\3ees\ooa\oaCON rraCOT om\oe .2020_09_24 0.. <�4f BORTON LAWSON Lehigh Valley Pittsburgh Wilkes-Barre Wilkes-Barre 613 Baltimore Drive Suite 300 Wilkes-Barre, PA 18702 P: 570 8211999 F. 570.821.1990 borton-lawson com 10619 W 50th Ave. Permit #201802175 Permit #201801568 Permit#201801543 September 24, 2020 Mr. Randy Slusser City of Wheat Ridge City of Wheat Ridge Municipal Building 7500 W. 29« Ave Wheat Ridge, CO 80033-8001 RE: RMBC B+ Furnace Rebuild -2018 Permit#201802175 BL No.: 2017-3259-004 Mr. Slusser: This letter serves as the Engineering Statement of Construction Compliance relating to the Electrical scope of work for the above reference project substantially completed in June, 2020. The project is located at 10619 W. 50« Avenue, Wheat Ridge, Colorado. As the Electrical Engineer of Record licensed in the State of Colorado, I was in responsible charge of the design and review of construction submittals. Periodic construction inspection and identification of any deviations from the design was the responsibility of the on-site supervision provided by the Owens-Illinois field engineering team. The Owens- Illinois field engineering team provided periodic reports and coordinated field deviations from the engjneering drawings through me. Based on this information, I ascertain to the best of my knowledge that the items under the Electrical Scope of Work bearing my CO seal have been constructed in accordance with the design intent and the permit drawings previously issued to your office. Christopher Hetro, PE Sr. Electrical Engineer Srb/CAH c: Vic Freeberg, Lilja Corp. Neo Hadjichamlambous, Owens-Illinois Wh6a:�,� p,� WT APPROVED Rev'ewetl hr CNe Ca'roGanre Randy Slusser 9/25/2020 Plans Esamrc Oak ro pe rimiry ro was u a.m ar wvnuw� 9 n uwy Mvvenn..mws+lwarwarrwwxa ma,,,.ms,ami,,t'.e017\3ee9Vo4\0e-0omrrauoaom\oeannona0m LE.reawMao ei,rnm,i o.n,e..—.,,...,„..,,..�.�..� �_.... <�*Mf BORTON LAWSON a Lehigh Valley Pittsburgh Wilkes-Barre Wilkes-Barre 613 Baltimore Drive Suite 300 Wilkes-Barre, PA 18702 P: 570.821.1999 F: 570.821.1990 10619 W 50th Ave. Permit #201802175 Permit#201801568 Permit#201801543 September 24, 2020 Mr. Randy Slusser City of Wheat Ridge City of Wheat Ridge Municipal Building 7500 W. 29CL, Ave Wheat Ridge, CO 80033-8001 RE RMBC B+ Furnece Rebuild - 2018 Permit# 201802175 BL No.: 2017-3259-004 Mr. Slusser: This letter serves as the Engineering Statement of Construction Compliance relating to the mechanical scope of work for the above reference project substantially completed in June, 2020. The project is located at 10619 W. 50Ch Avenue, Wheat Ridge, Colorado. As the Mechanical Engineer of Record licensed in the State of Colorado, I was in responsible charge of the design and review of construction submittals. Periodic construction inspection and identification of any deviations from the design was the responsibility of the on-site supervision provided by the Owens Illinois field engineering team. The Owens Illinois field engineering team provided periodic reports and coordinated field deviations from the engineering drawings through me. Based on this information, I ascertain to the best of my knowledge that the items under the Mechanical Scope of Work bearing my CO seal have been constructed in accordance with the design intent and the permit drawings previously issued to your office. Sincerely, Matthew S. ArcDAP BD+C Industrial Service Leader Sb/MSA c: Vic Freeberg, Lilja Corp. Neo Hadjicharalambous, Owens-Illinois 1,E cfly� ,000 i �-a APPROVED ReveweCfm Cafe Cw lIance Randy Slusser 9/25/2020 Pans Examiner Date +e•wve.,arw�... mrquwvawa pi,.a. a.ye.aa/.M.wen.n borton-lamon.com VAme en, a nAp,ojeo6\2017\3259A004A08 CONST RC CT I ONVCERTI IT CAT ION LETT EVRM EC M eoh anlos [ mmpbpMnr*nNLe WbkvmM l.Y yMYaµe/IMWYap �WanolN,wAiw.aielW 4T'MYmIN NY. 10619 W 50th Ave Permit #201802175 .�'. City of W heat Ridge COMMUNITY DEVELOPMENT APPROVED October 1, 2020 B 0 RT 0 N Reviewed for Code Compliance Randy Slusser 10/02/2020 LAWSON Mr. RandySlusser Plans Examiner Date City of Wheat Ridge vgdln nr riemin: me;atwnee 9/ppxm°w epnaiiii Pass Werlf+rorr0ru City of Wheat Ridge Municipal Building✓a0mmproMvhvNwbe°pnmN(wwa°p�wM°%oM oio°°nb jp °nY o/ me proWsbns Me DurMMg rode or of oq't'0Y pd11a91LPa. l4rm°a 7500 W.291hAve pre,°m:ngrogn.°emarryt°wdaewmM.lmepmr+r°vgmrwmuy t0 Wheat Ridge, CO 80033-8001°P�"Pf0""'0'�fAO"'f07""r"f'NroNivP°�YOHd c 0 RE RMBC B+ Fumace Rebuild - 2018 Permit #201802175 Variance Request c d C5 BL No.: 2017-3259-004 0 rw Mr. Slusser: c 's I'm writing on behalf of Rocky Mountain Bottling Company (RMBC) to requesta variance from you as the Authority Having Jurisdiction, from the building code with respectto fire protection/access to the basement area for the following item associated with the above referenced upgrade project. Note thatthis condition has been in existence since the plant was constructed in the late 1960s and thatthe Arvada Fire Marshall has performed multiple walkthrough inspections of the facility and has not noted these existing conditions as deviations. 2012 International Building Code section 903.2.11 which states: IF] 9001.11 SpeeMe building areas and bastards. In all occupancies other than Group U, an automatic simna ler system shall be installed for building design or ha2arde in the locations set forth in Sections 903.2.11.1 through 903.2.11.6. IF] 900.2.11.1 StMes without openings. An automatic sprinkler system shall be installed throughout all stories, including basements, of all buildings where the Boor area exceeds 1,500 square feet (139.4 m2) and where there is not provided at least one of the following types of exterior wall openings: 1. Openings below, grade that lead directly to ground level by an exterior slairwey complying with Section 1009 or an outside ramp complying Lehigh Valley with Section 1010 Openings shall be located in each 50 linear feet (15 240 mm), or fraction thereof, of exterior wall in the story on at least one Pittsburgh side. The required openings shall be distributed such that Me lineal distance between adjacent openings does not exceed 50 feel (15 240 mm). Wilkes-Barre 2.Openings entirely above the adjoining ground level totaling at least 20 square feet (1.86 m2) in each 50 linear feet (15 240 mm), or fmctim herself, of exterior wall in the story on at least one side. The required openings shall be distributed such that the lineal distance between adjacent openings does not exceed 50 feet (15 240 mm). The height of the bottom of the clear opening shall not exceed 44 inches (1118 mm) measured from the floor W i V-- WI rWiWp—Re [F] 903.2.11.1.3 Basements. Where any portion 0f a basement is located more Man 75 feet (22 860 mm) from openings required by section 903 2.11 1, or where walls, 613 Baltimore Drive persons or other obstructions are installed that restrict Me application of water from hose streams, the basement shall be equipped Suite 300 Mmughout with anapproved colones, sponklersystem Wilkes-Barre, PA 18702 An on-site walk-thru of the basement access area can be arranged to facilitate the P: 570.821.1999 evaluation of the area under consideration. Please advise if there is additional supporting information needed or if there is a specific application that needs to be submitted. F: 570.821.1990 borton-lawson.com P'..A2017A3259A004V01-PM\LTTERSM:M BC Va ria nce_Pequesr_20201001 docx <�*4f BORTON LAWSON borton-lawson.com [dlek here and type DATE[ Page 2 Sincerely, Scott R. Bush, P.E. Vice President srb/SRB c: Vic Freeberg, Lilja Corp. Neo Hadjicharalambous, Owens-Illinois Noel Guerrero, RMBC PVo17 259 ca\01 PM�eveFevRMK 20e0ao1d— City of Wheat Ridge Commercial Miscellaneous PERMIT - 201801543 PERMIT NO: 201801543 ISSUED: 07/05/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 10/25/2020 JOB DESCRIPTION: Excavation and installation of numerous foundations and deep pile foundations. Back -fill and install curbing and roadway, specific to RMBC property. Installation of Trimer Abatement Control System including electrical and mechanical systems *** CONTACTS *** OWNER (303)425-7841 GC (925)455-2300 SUB (320)564-3324 MILLER COORS Walter Bowe Aaron & Evan Fagen 022211 Lilja Corp. 180199 Fagen Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5, 000, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 14,860.33 Use Tax 105,000.00 Permit Fee 22,862.05 ** TOTAL ** 142,722.38 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. City of Wheat Ridge Commercial Miscellaneous PERMIT - 201801543 PERMIT NO: 201801543 ISSUED: 07/05/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 10/25/2020 JOB DESCRIPTION: Excavation and installation of numerous foundations and deep pile foundations. Back -fill and install curbing and roadway, specific to RMBC property. Installation of TriMer Abatement Control System including electrical and mechanical systems I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting ofpermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable�e or any ordi jayce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. :� Lily of W heat l�2dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge. 0) 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(a,ci.wheatrid eg co.us or fax to 303-237-8929. Party requesting.: permit extension: Lilja Corp. Permit # 201801543 Property Address: 10619 W 50th Ave. Wheat Ridge, CO 80033 Phone # (925) 455-2300 [:mail Address: yf eberg(Mliljacorn.com Reason for extension request: Determination of final costs associated with project, submittal of letters from engineers, and close out of Fire District approvals.__ Number of days requested: Sept 25, 2020 Printed Name: Frans V. Freeberg Jr. Signature: Date: 25AUG2020 For office use only This request has been: XApproved D Denied Extended until: 10/25/2020 Approved by: Date: 8/25/2020 v� N w.ci.H heatridge.cu.u% City of Wheat Ridge ` Commercial Remodel PERMIT - 201802175 PERMIT NO: 201802175 ISSUED: 09/28/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 10/25/2020 JOB DESCRIPTION: Demolition of 2 operating glass melting furnaces including electrical, mechanical, refractory and steel demolition for new furnace installation; modifications to existing building structure, civil installations, electrical and mechanical installations, new equipment install *** CONTACTS *** OWNER (303)425-7841 MILLER COORS GC (925)455-2300 Walter Bowe SUB (303)373-2400 Jeremy Wilson SUB (315)342-7681 James R Soule *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 022211 Lilja Corp. 018769 Guarantee Electrical Contracti 180345 Scriba Electric Contractors USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50, 000, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 134,785.33 Use Tax 1,050,000.00 Permit Fee 207,362.05 ** TOTAL ** 1,392,147.38 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Remodel PERMIT - 201802175 PERMIT NO: 201802175 ISSUED: 09/28/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 10/25/2020 JOB DESCRIPTION: Demolition of 2 operating glass melting furnaces including electrical, mechanical, refractory and steel demolition for new furnace installation; modifications to existing building structure, civil installations, electrical and mechanical installations, new equipment install I, by my signature, do hereby attest that the work 0'e performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am leg�ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertbrmed rs disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior andspecific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of Ire inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinarpe or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat ic ITlge COMMUNY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h A% c. Wheat Ridge. CO 80033-8001 P: 303.235.285.5 1-: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits,_d.,ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Lilja Corp. Permit # 201802175 Property Address: 10619 W 50th Ave. Wheat Ridge, CO 80033 Phone # (925) 455-2300 Email Address: vfreeberg( IAl.dacorp.com Reason for extension request: Determination of final costs associated with project, submittal of letters from engineers, and close out of Fire District approvals. Number of days requested: Sept 25 2020 Printed Name: Frans V. Freeberg Jr. Signature: Date: 25AUG2020 For office use only This request has been: XApproved Denied Extended until: 10/25/2020 Approved by: 1 Lz"41 Date: 8/25/2020 N N N xi.% heatridge.co.w. City of Wheat Ridge � e' �' ��Commercial Miscellaneous PERMIT - 201801568 1# PERMIT NO: 201801568 ISSUED: 07/05/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 10/25/2020 JOB DESCRIPTION: Excavate and install new concrete footers, deep pile foundations, grounding grid for all equipment, fencing, service water line for wash off, condensate drain, truck pad, back -fill and service road around area. *** CONTACTS *** OWNER (303)425-7949 SUB (925)455-2300 SUB (320)564-3324 MILLERCOORS LLC Walter Bowe Aaron & Evan Fagen *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 4,733.33 Use Tax 25,200.00 Permit Fee 7,282.05 ** TOTAL ** 37,215.38 *** COMMENTS *** 022211 Lilja Corp. 180199 Fagen Inc. USE: UA / Unassigned BLOCK/LOT#: 0 / PROJECT VALUATION: 1, 200, 000. 00 *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by �ermturther e legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this attest that Iamlegally authorizedtoinclude all entities named within this document as partes to the work to be perrmed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat �cCOMNge- ET City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge. CO 80033-8001 11: 303.235.2855 F: 303 237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsAci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: U10 Corp. Permit # 201801568 Property Address: 10619 W 50th Ave. Wheat Ridge, CO 80033 Phone # (925) 455-2300 Email Address: vfreebergQliljacorp,com Reason for extension request: Determination of final costs associated with project, submittal of letters from engineers, and close out of Fire District approvals. Number of days requested: Sept 25, 2020 Printed Name: Frans V. Freeberg Jr. Signature: Date: 25AUG2020 For office use only This request has been: XApproved Denied Extended until: 10/25/2020 Approved by: cDate: 8/25/2020 w"%s.ei.%%heat ridge.co.u.% Arvada Fire Protection District ommk_ Community Risk Reduction Division �C 7903 Allison Way - Arvada, CO 80005 Main 303-424-3012 - Fax 303-432-7995 www.arvadafire.com Occupant Name: Rocky Mountain Bottle Contractor: Vic Freeberg Company Lilja Corp Building and Site [x] [ 412-257-9055 101 Fire hydrants installed and operational prior to construction [x] [ 412-779-2857 c 102 Approved fire apparatus access installed as required [x] [ 412-779-2857 (AH) 103 Building identification/address/suite [x] [ 925-455-2333 f Address: 10619 West 50TH Avenue Inspection Date: 6/4/2019 105 Wheat Ridge, CO 80033 [ ] [ ] [x] Permit Number: 180604003 InspectionType: New Building Job Description: TriMer Abatement Control Inspected By: Kevin Kirby 108 System Installation of [ ] [ 303-228-3610 109 foundations and equipment [ ] [ kevin.kirby@arvadafire.com 110 for new pollution control [x] [ ] [ ] 111 system. [x] [ ] [ ] Pass Fail N/A Custom Codes Floor 1 Building and Site [x] [ ] [ ] 101 Fire hydrants installed and operational prior to construction [x] [ ] [ ] 102 Approved fire apparatus access installed as required [x] [ ] [ ] 103 Building identification/address/suite [x] [ ] [ ] 104 Fire lane signage installed (per plans) [ ] [ ] [x] 105 Knox box location identified on-site [ ] [ ] [x] 106 Knox box installed [ ] [ ] [x] 107 Keys for Knox box [ ] [ ] [x] 108 Fire sprinkler final [ ] [ ] [x] 109 Fire alarm final [ ] [ ] [x] 110 Special hazard extinguishing system final [x] [ ] [ ] 111 Fire extinguishers installed [x] [ ] [ ] 112 Means of egress illumination [x] [ ] [ ] 113 Means of egress identification [x] [ ] [ ] 114 Means of egress is unobstructed [ ] [ ] [x] 115 Interior signage - to include stairwells, occupant load etc. (if required) [x] [ ] [ ] 116 Exterior signage - (FACP, Sprinkler Riser, Electric room, etc) [x] [ ] [ ] 117 Door hardware is compliant [x] [ ] [ ] 118 Construction materials removed from premesis [ ] [ ] [x] 119 Fire and/or smoke rated enclosures/barriers intact and complete [ ] [ ] [x] 120 Opening protectives are rated properly for the associated wall rating [ ] [) [x] 121 Opening protectives operate as required [ ] [ ] [x] 122 Elevator passed functional testing - to include State approval At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved Company Representative: Inspector: ASti Hili ;rtnn Signature valid only in mobile -eyes documents Stephen Halliburton 6/4/2019 Kevin Kirby 6/4/2019 Arvada Fire Protection District Community Risk Reduction Division �c 7903 Allison Way • Arvada, CO 80005 Main 303-424-3012 • Fax 303-432-7995 www.arvadafire.com Occupant Name Address: Permit Number: Rocky Mountain Bottle Company 10619 West 50TH Avenue Wheat Ridge, CO 80033 180604003 Job Description: TriMer Abatement Control System Installation of foundations and equipment for new pollution control system. Pass Fail N/A Custom Codes Floor 1 Building and Site Contractor: Inspection Date: InspectionType: Inspected By: [x] [ ] [ ] 141 Fire hydrants installed and operational prior to construction [x] [ ] [ ] 142 Approved fire apparatus access installed as required [x] [ ] [ ] 143 Building identification/address/suite [x] [ ] [ ] 144 Proper fire flow is provided Vic Freeberg Lilja Corp 412-257-9055 412-779-2857 c 412-779-2857 (AH) 925-455-2333 f 6/4/2019 Site Kevin Kirby 303-228-3610 kevin.kirby@arvadafire.com At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved Company Representative: Inspector: =te et H illib �3n to"4` t3 Signature valid only in mobile -eyes documLnts Stephen Halliburton 6/4/2019 Kevin Kirby 6/4/2019 Arvada Fire Protection District Community Risk Reduction Division ' �c 7903 Allison Way - Arvada, CO 80005 Main 303-424-3012 - Fax 303-432-7995 www.arvadafire.com Occupant Name: Rocky Mountain Bottle Contractor: Vic Freeberg Company Lilja Corp Building and Site [x] [ 412-257-9055 101 Fire hydrants installed and operational prior to construction [x] [ 412-779-2857 c 102 Approved fire apparatus access installed as required [x] [ 412-779-2857 (AH) 103 Building identification/address/suite [x] [ 925-455-2333 f Address: 10619 West 50TH Avenue Inspection Date: 6/4/2019 105 Wheat Ridge, CO 80033 [ ] [ ] [x] Permit Number: 180604002 InspectionType: New Building Job Description: Installation of a Praxair Inspected By: Kevin Kirby 108 Oxygen System [ ] [ 303-228-3610 109 Fire alarm final [ ] [ kevin.kirby@arvadafire.com Pass Fail N/A At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to Custom Codes 1,o, -'gr Building and Site [x] [ ] [ ] 101 Fire hydrants installed and operational prior to construction [x] [ ] [ ] 102 Approved fire apparatus access installed as required [x] [ ] [ ] 103 Building identification/address/suite [x] [ ] [ ] 104 Fire lane signage installed (per plans) [ ] [ ] [x] 105 Knox box location identified on-site [ ] [ ] [x] 106 Knox box installed [ ] [ ] [x] 107 Keys for Knox box [ ] [ ] [x] 108 Fire sprinkler final [ ] [ ] [xj 109 Fire alarm final [ ] [ ] [x] 110 Special hazard extinguishing system final [x] [ ] [ ] 111 Fire extinguishers installed [x] [ ] [ ] 112 Means of egress illumination [x] [ ] (] 113 Means of egress identification [x] [ ] [ ] 114 Means of egress is unobstructed [ ] [ ] [x] 115 Interior signage - to include stairwells, occupant load etc. (if required) [x] [ ] [ ] 116 Exterior signage - (FACP, Sprinkler Riser, Electric room, etc) [x] [ ] [ ] 117 Door hardware is compliant [x] [ ] [ ] 118 Construction materials removed from premesis [ ] [ ] [x] 119 Fire and/or smoke rated enclosures/barriers intact and complete [ ] (] [x] 120 Opening protectives are rated properly for the associated wall rating [ ] [ ] [x] 121 Opening protectives operate as required [ ] (] [x] 122 Elevator passed functional testing - to include State approval At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved r Stei�n N��il,urlc-n Company Representative: F: 4, 2r _ R. ra Signature valid only in mobile -eyes documente Stephen Halliburton 6/4/2019 Inspector: Kevin Kirby 6/4/2019 Arvada Fire Protection District _ Community Risk Reduction Division �c 7903 Allison Way - Arvada, CO 80005 Main 303-424-3012 - Fax 303-432-7995 www.arvadafire.com Occupant Name Address Permit Number: Rocky Mountain Bottle Company 10619 West 50TH Avenue Wheat Ridge, CO 80033 180604002 Job Description: Installation of a Praxair Oxygen System Pass Fail N/A Custom Codes Floor 1 Building and Site Contractor: Inspection Date: InspectionType: Inspected By: [x] [ ] [ ] 141 Fire hydrants installed and operational prior to construction [x] [ ] [ ] 142 Approved fire apparatus access installed as required [x] [ ] [ ] 143 Building identification/address/suite [x] [ ] [ ] 144 Proper fire flow is provided Vic Freeberg Lilja Corp 412-257-9055 412-779-2857 c 412-779-2857 (AH) 925-455-2333 f 6/4/2019 Site Kevin Kirby 303-228-3610 kevin.kirby@arvadafire.com At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved Company Representative: Inspector: t 42— Signalum valid only in mobile -eyes documents Stephen Halliburton 6/4/2019 Kevin Kirby 6/4/2019 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: I t j b Permit Number: G f D I � I � v 1 Lj 3 ❑ No one available for inspection: Time _ ' AM/PM Re -Inspection required: Yes No, When corrections have been made, call for re -inspection at 303-234-5933 Date: t Inspector: ! DO NOT REMOVE THIS NOTICE ?O)R co )cs- . WPRAX4& Praxair, Inc. Ma/3ngourp1miermompi-oductive- Praxair Technology Center Tonawanda, NY 14151-0044 APPENDIX C PNEUMATIC TEST INSPECTION FORM Supplier/Contractor/Technician: Purchase Order No. /Praxair No: Ig Supplier/Contractor Job No.: Description/Praxair Project No./Customer Name: Cly Description (Line Pruna Test No. and Location ' P�ess�rre Vess6 or � EX Leak Test2 -fres sure �` Dnt+e r'�ted fi � - � Con - 12- C/ �X j tt t�G 2 c 5 2 l d� 3 i�/l — {N Praxair Business Confidential Number: T-1 Appendix C Revision Date: 10/01/2012 Page I of I UNCONTROLLED DOCUMENT IF PRINTED OR DOWNLOADED. IT IS THE RESPONSIBILITY OF THE USER TO VERIFY THAT THEY ARE IN COMPLIANCE WITH THE LATEST REVISION OF THIS DOCUMENT. Praxair Inc. ���>, ........ _.. -...._ .. __ -Praxair-Technology-Center Makingourpl nvin:otepoduedive. Tonawanda, NY 14151-0044 APPENDIX C PNEUMATIC TEST INSPECTION FORM Supplier/Contractor/Technician: s� ' Purchase Order No. /Praxair No: Supplier/Contractor Job No.: �S Description/Praxair Project No./Customer Name: W-12')vM Q?gGEm ON`C-MtTuzIA 01p,19 r � � n - . Qe T Praxair Business Confidential Page 1 of 1 Number. T-1 Appendix C Revision Date: 10/01/2012 UNCONTROLLED DOCUMENT -IF PRINTED OR DOWNLOADED. IT IS THE RESPONSIBILITY OF THE USER TO VERITY THAT THEY ARE IN COMPLIANCE WITH THE LATEST REVISION OF THIS DOCUMENT. } PRAMIR..:.. Praxair, Inc Praxair Technology C.entei ri�akt�rvtu plsme�rrrnv1yrnductitie' Tonawanda NY 14151-004 APPENDIX B PNEUMATIC LEAK RECORD Supplier/Contractor/Technician: ko�y Wej Purchase Order No. /Praxair No: Supplier/Contractor Job No.: WS 2o`g-A Description/Praxair Project NoJCustomerName: VWZo Vr%oxYGf-N KANT—METEM�MPA4z L' al`tine liber _ or Coinporaent Identiticatioypc Inside/ Leak 1 ®utside ;- Repair I Retested and Supply .. raxA . lnspcfed Accepted Initisal and .Date nk o 3 z 62 W o `T MoCi -401 0 o Leak Types F - Flange Leak V - Valve Body or Stem Leak W - Weld Leak C - Compression Fitting Leak T -Threaded Connection Leak Praxair Business Confidential Page 1 of 1 Number: T-1 Appendix B Revision Date: 10/0112012 UNCONTROLLEDDUCUM-.ENT! F PRIM Ei D OR DOWNLOADE.-D. IT IS THE-RESPONSIBILITY.OF-THE USER TO--- VERIFY THAT THEY ARE IN COMPLIANCE WITH THE LATEST REVISION OF TMS DOCUMENT. Praxair, Inc. -_ -:.Praxair Technology Center Tonawanda, NY 1.4151-0044 APPENDIX C . PNEUMATIC TEST INSPECTION FORM Supplier/Contractor/Technician: WEISHANG Purchase Order No. /Praxair No: 52016216.05.04503 Supplier/Contractor Job No.: WS -2018-33 Description/Praxair Project No./Customer Name: COOLER SKID VM -120 VPSA OXYGEN/18400FG Praxair Business Confidential Page 1 of 1 Number. T-1 Appendix C Revision Date: 10/01/2012 r --SON - 0FsLEff-IIO UMENT-I PREffED-OWDO MOMMI f T R SPONS if Iiia OFT -E E USER TO ': VERIFY THAT THEY ARE IN COMPLIANCE WITH THE LATEST REVISION OF THIS DOCUMENT. Praxair, Inc. Praxair Technology Center Makingourplanatinoin1 (uctiver Tonawanda, NY 14151-0044 APPENDIX C PNEUMATIC TEST INSPECTION FORM Supplier/Contractor/Technician: S 66 W66 Purchase Order No. /Praxair No: �Zo 2i 6 , 05-04-54 Supplier/Contractor Job No.: WS No -34- Description/Praxair Project NoJCustomer Name: _&GI�NT—glp(c�0,� a- e' (�r1I}tlon Piff iPI SmLl't' S CGrJ1t f est No, and i oc&u, �[ I ED�SprC -Pressure c��cI b s '` ) `(Psig; 1 •1 TcSte-25 R = -vim 1.10 00 20*4022 cGl f l (- 2 Praxair Business Confidential r Page 1 of I Number: T-1 Appendix C Revision Date: 10/01/2012 UNCONTROLI;Eb IiOCU1VIENT•IF:PRINTED OR llOWNL ADTD. ITIS THE'RESPON9I.BILITY OF THE USER -TO' VERIFY THAT THEY ARE IN COMPLIANCE WITH THE LATEST REVISION OF THIS DOCUMENT. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ll D -S- - F77 ZOOL t Al ee__ Job Address: / 0 to I cl W _S 'U Permit Number: a D) 9 9 p) 0 S- ❑ No one available for inspection: Time lQ ; 0 PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at.303-234-5933 Date: Inspector: -1 b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q) - SO + ),)I r / Job Address: 10 / 117 W S0 !!4 Permit Number: -9 D 18 0 -P ) -7 S' 66r �-- tJ+ �c�+nc �I�neJ Dar 4. u ❑ No one available for inspection: Time = 0'7 AQPM Rey Inspection required: 0 No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,�-1 3 /19 Inspector:--Tb- DO b DO NOT REMOVE THIS NOTICE ^ft i CITY OF WHEAT }RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r,I I Inspection Type: 1-1 ("oa s^ I f� Job Address: 10 6 1 R W SM t- Ue, Permit Number: `3 0 1 g D) S -6,;R ❑ No one available for inspection: Time 1 = 7M PM Re, -Inspection required: f(e§' No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: `tom DO NOT REMOVE THIS NOTICE i CITY OFWHEATRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ti )'6 - �3 U ► l « r--, Job Address: l9 &I lq W5`a've Permit Number: a G l g Q I Sy t3.1�.n A CL, ❑ No one available for inspection: Time 111:31 AM/PM Reinspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: r Inspector: DO NOT REMOVE THIS NOTICE W7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L�) 03 FIf, a I E 1 Job Address: 10 6 1 q U S'b 'L Permit Number: 'a O 1 g 0 0/ 1 SS ❑ No one available for inspection: Time/A` __,/,n Re -Inspection required: Yes No When corrections have been made, a7 or r tion at 303-234-5933 Date -q—_'-6-1 Inspec k DO NOT REM VE THIS NOTICE V i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 41C-3 - E'a a. l E )e C Job Address: 10 ( / W S -o d tA u,e Permit Number: *�4 0 / le, 0 / 7- t--/ -3 ❑ No one available for inspection: Time Z -E , /PM Re -Inspection required: Yes No When corrections have been made, call f r re -inspection at 303-234-5933 Date: _ 'CrInspecto �' .. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L40',5- F t,n s f ef'_ i& c Job Address: l 0 14i S b 4-A /} v --e- Permit Number: U t 18 ® 2 I `7S" ❑ No one available for inspection: Time f SAM/PM Re -Inspection required: Yes When corrections have been made,rsqll for re -inspection at Date: P•- In i 4 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 440 S - F—, na ( IF lee - Job Address: 10 40 47 W S6 iJ 4 csa Permit Number: p ) R n ^� ❑ No one available for inspection: Time 4 `S AM/PM Re -Inspection required: Yes No When corrections have been mad call f ti x-234-5933 Date: "'- Ins c DO NOT R OVE THIS NOTICE IN i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �J 0 S' r' r n 0, ( /) e � Job Address: l D 19 'w S b 4-h A ve Permit Number: 01 g e O I os - F -11 „rj- ❑ No one available for inspection: Time r` = S-/ M M Re -Inspection required: Qes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 'g 49 Inspector: ~ih DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: s U� � `-a— Job Address: Permit Number: , '(iV 00 0 ._4 ❑ No one available for inspection: Time 1c) M Re -Inspection required: Yes z50L:__> When corrections have been made„call for re-in__33 spection at 303-234-59 (� 77� Date3_7z In DO NOT Rspez VE THIS NOTICE City of Wheat Ridge .Y Commercial Mechanica PERMIT - 201900105 PERMIT NO: 201900105 ISSUED: 02/04/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 02/04/2019 JOB DESCRIPTION: Install an oxygen generating plant on existing foundation - 14,342 sq ft total Tenant: Praxair, Inc. *** CONTACTS *** OWNER (303)425-7949 MILLER COORS SUB (317)819-3030 Robert K Fritsche 190002 Real Mechanical Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,881,000.00 FEES Total Valuation 0.00 Plan Review Fee 17,208.20 Use Tax 123,501.00 Permit Fee 26,474.15 ** TOTAL ** 167,183.35 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 11 by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be perforrm_ed is disclosed in this document and/ori s' accompanying approved plans and specifications.o Signature of OWNER r CONTRACTOR acle one) Date I . This permit was issu bawd-a��ormation provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new pen -nit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance orgrant' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl e code or an rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ro City of _](�j�'lheat jdge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us W FOR OFFICE USE ONLY Date: I J / � � J Plan/Permit # ao 00 ' C Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10619 W. 50th Avenue Wheat Ridge, CO 80033 Property Owner (please print): Rocky Mountain Bottle Company Phone: 303-425-7949 Property Owner Email: noel. guerrero@millercoors.corn Tenant Name (Commercial Projects Only) Praxair, Inc. Property Owner Mailing Address: (if different than property address) Address: , State Architect/Engineer Praxair Inc. Architect/Engineer E-mail: michael_terry@praxair.com Contractor Name: Real Mechanical Inc. City of Wheat Ridge License #: 190002 Contractor E-mail Address: bfritsche@realmechanical.com Phone: 716-879-7206 Phone: 317-819-3030 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Michael Terry Phone: 716-879-7206 CONTACT EMAIL(p/ease print): michael_terry@praxair.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: Real Mechanical inc. W. R. City License # W.R. City License # W. R. City License # 190002 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ®COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Installation of a Oxygen generating plant. Plant to be located at Rocky Mountain Bottle Company ( RMBC ) property on an existing foundation in a location approx. 202' wide x 71' deep. The plant consistes of process vessels and equipment skids that will use an absorption process to provide oxygen to RMBC for use in their facilities. Scope includes equipment setting, interconnecting piping, pipe supports, anchors, instrumentation and grouting. Sq. Ft./LF 14,342. BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: 14,342 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ $ 5,881,000. OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): � `- ' \t �'4ocz ' DATE: 11'7117 Printed Name: Robert K Fritsche ZONING COMMMENTS: Reviewer: DEPARTMENT USE ONLY ' '"1OVtD( ``1.��✓t.V Wa - r —66, OCCUPANCY CLASSIFICATION: ZF-r ����� �� CONSTRUCTION TYPE: Ulf BUILDING DEP^MENJ COM NTS: 7—Z) PUBLIC G� Reviewer: y ! LZ 1 1 PUBLIC WORKS COMMENTS: Reviewer: �l Building Division Valuation: Kimberly Cook From: Bob Fritsche <bfritsche@real mechanical.com> Sent: Thursday, January 17, 2019 9:09 AM To: Kimberly Cook Cc: Terry, Michael Subject: FW: Permit Application returned for review - Arvada Fire Protection District Kim Email from AFPD below. Bob Fritsche REAL Mechanical Inc. 317-819-3030 direct 317-557-8055 cell bfritsche@realmechanical. corn From: NoReply@mobile-eyes.com [mailto:NoReply@mobile-eyes.com] Sent: Thursday, January 17, 2019 11:05 AM To: Bob Fritsche <bfritsche@realmechanical.com> Subject: Permit Application returned for review - Arvada Fire Protection District Your permit request for Praxair Inc. at 10619 W. 50th Avenue Wheat Ridge, CO 80033 has been returned. The AFPD has made the following comments: 1/16/2019 4:12:30 PM - 1/17/2019 11:04:59 AM - 1/16/2019 4:12:30 PM - A review of the control room was completed under permit number 180604002. No review by AFPD is needed for the mechanical drawings. You can correct the application from the online portal and re -submit the application to the Arvada Fire Protection District Community Risk Reduction Division. City of Wheat Ridge Commercial Electric PERMIT - 201900115 PERMIT NO: 201900115 ISSUED: 01/24/2019 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 01/24/2020 JOB DESCRIPTION: Pull and terminate new wire to above ground skids for oxygen plant *** CONTACTS *** OWNER (303)425-7949 MILLER COORS SUB (303)233-4488 Gina Maria Cullen 018129 Dynalectric Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 Plan Review Fee 735.83 Use Tax 2,100.00 Permit Fee 1,132.05 ** TOTAL ** 3,967.88 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t1�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm;t. I further attest thatJ am legally authorized to include all entities named within this document as parties to the work to be perto gd and that all woork� be peri`ormed is disclosed in this document and/or its' accompanying approved plans and specifications. 'N,4,1 L'u ax, Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. ,. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantin of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appliccode or any rylinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11s59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 14 - City of �WheatRid,�e COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o)ci.wheatridge.co.us J FOR OFFICE USE ONLY Date: V Plan/Permit # W ' � 00 115 Plan Review Fee: t -) ?- Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10 619 W 50TH AVE WHEAT RIDGE CO 80033 Property Owner (please print): COORS Phone: 716-879-7206 Property Owner Email: michael_terry@praxair.com Tenant Name (Commercial Projects Only) COORS-RMBC Property Owner Mailing Address: (if different than property address) Address City, State, Zip: Arch itect/EIng 1neer: PRAXAIR michael_terry@praxair.com Architect/Engineer E-mail: Phone: 716-879-7206 Contractor Name: Dynalectric Compan City of Wheat Ridge License #: 018129 Phone: 303-233--4488 Contractor E-mail Address: bbowman@emcor. . net For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Tom Clark Phone: 303-704-6392 CONTACT EMAIL(p/ease print): tom.clark@emcor.net Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # 0 18 12 9 W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Pull and terminate new wire to above ground skids for oxygen plant. Sq. FULF N/A BTUs N/A Gallons N/A Amps VARY Squares VARY For Solar: N/A Kw N/A #of Panels 0 Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Industrial Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 100, 000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWN/ER)/� (CONTRACTOR) Signature (first and last name): DATE: (OWN/ !X r/ Printed Name: Tom Clark DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING';DEPARTMENT COMMENTS: Reviewer_ j_. PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Commercial Remodel PERMIT - 201802175 PERMIT NO: 201802175 ISSUED: 09/28/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 09/28/2019 JOB DESCRIPTION: Demolition of 2 operating glass melting furnaces including electrical, mechanical, refractory and steel demolition for new furnace installation; modifications to existing building structure, civil installations, electrical and mechanical installations, new equipment install *** CONTACTS *** OWNER (303)425-7841 MILLER COORS GC (925)455-2300 Walter Bowe 022211 Lilja Corp. SUB (303)373-2400 Jeremy Wilson 018769 Guarantee Electrical Contracti SUB (315)342-7681 James R Soule 180345 Scriba Electric Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50, 000, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 134,785.33 Use Tax 1,050,000.00 Permit Fee 207,362.05 ** TOTAL ** 1,392,147.38 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Remodel PERMIT - 201802175 PERMIT NO: 201802175 ISSUED: 09/28/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 09/28/2019 JOB DESCRIPTION: Demolition of 2 operating glass melting furnaces including electrical, mechanical, refractory and steel demolition for new furnace installation; modifications to existing building structure, civil installations, electrical and mechanical installations, new equipment install I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: its 3 i �1 Job Address: h/ /7,r Permit Number: f /a 6 ' % 16 ❑ No one available for inspection: Time ` AM/PM Re -Inspection required: Yes N When corrections ave been made, call for re -inspection at 303-234-5933 /0 1�� Date: / Inspector: f DO NOT REMOVE THIS NOTICE 1* � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 103 Foo ,) o) Job Address: 16619 h/ ti 0> r h /Pa Permit Number: 9-0/ 8 0 ? %] `— ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No! When corrections have been made, call for re -inspection at 303-234-5933 (' j ` Date:-) � � f�/ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10 X Job Address: 10619 W 60; h ,Ari Permit Number: 2-6/,90 /7 5'- ❑ No one available for inspection: Time ; `<` AM/PM Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date: ) /J Inspector: '4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: j0/ /� h0 ,ode PermitNumber: df�% SjS ❑ No one available for inspection: Time AM/PM Re -Inspection required: YesI� When corrections have been made, call for re -inspection at 303 -234 - Date: / Inspector: 60 NOT REMOVE THIS NOTICE M i CITY OF WHEAT RIDGE Building Inspection Division r40000r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /03- Fc c 4 119 S Job Address: ! 0 (. /9 W S -V f h Permit Number: 'D O 1,9 0/ S 40 g E0 O7 r1ne S n T QAX G �+r fJa ❑ No one available for inspection: Time 43 =-31 &PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date:/ o i q /// _!Inspector: —T-6 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection$ Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10 3- o -/_ I In!2 5 Job Address: 1 D �o l 9 w SD -h Permit Number: o) ® 1 5—& g Q,e be, i— >ec i- ,' ❑ No one available for inspection: Time AM PM Re -Inspection required: (5s No When corrections have been made, call for re -inspection at 303-234-5933 Date: I o I 7 //'S Inspector: �i 1� DO NOT REMOVE THIS NOTICE A 1n S A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 162,' Xrl ?d tj1J10/41 w,7 N Job Address: i�)�/� ti/ �t0 Permit Number: Ll No one available for inspection: Time r s j AM/PM Re -Inspection required: Yes N10 �_w When corrections have been made, call for re -inspection at 303-234- Date:- V U `49 Inspector: I DO NOT REMOVE THIS NOTICE I* � 4 s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ___/0� - F;CT)NG-s Job Address: 1 b (o l q W 50" rH AVE Permit Number: 2a I-Rp 15 6 ?? ❑ No one available for inspection: Time i! AM PM Re -Inspection required: YesNo When corrections have been made, ca I for re-inspectionat 03-234-5933 Date: 1 b 12 i s Inspector: —" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a o / - F)ec - Job Address: / 0 & / 9 w 5-0 1--b '}we Permit Number: 'Z� c Pa © / 6-6 i ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes When corrections have been made, call r re -inspection at 303-234-5933 Date nspector:72'1 --- DO NOT REMO a -E THIS NOTICE 3V A i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 s" l Job Address: Permit Number:huC/ ❑ No one available for inspection: Time 1fiJU AM/PM Re -Inspection required: Yes (,No When corrections have been made, call for re -inspection at 303-234-5933 Date: !`/ % 1 Inspector:` 0 NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: > O/ V )Pr Job Address: / 06/ �i w . 0. r� Permit Number: '?0/&0 % �5Y3 / r rr�l' ❑ No one available for inspection: AT me % AM/PM Re -Inspection required: YesNo When correcti ns have been made, call for re -inspection at 303-234-5933 Date: /o / / Inspector: i�17� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Remodel PERMIT - 201802175 PERMIT NO: 201802175 ISSUED: 09/28/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 09/28/2019 JOB DESCRIPTION: Demolition of 2 operating glass melting furnaces including electrical, mechanical, refractory and steel demolition for new furnace installation; modifications to existing building structure, civil installations, electrical and mechanical installations, new equipment install *** CONTACTS *** OWNER (303)425-7841 MILLER COORS GC (925)455-2300 Walter Bowe SUB (303)373-2400 Jeremy Wilson 022211 Lilja Corp. 018769 Guarantee Electrical Contracti *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50, 000, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 134,785.33 Use Tax 1,050,000.00 Permit Fee 207,362.05 ** TOTAL ** 1,392,147.38 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Remodel PERMIT - 201802175 PERMIT NO: 201802175 ISSUED: 09/28/2018 JOB ADDRESS: 10619 W 50th Ave EXPIRES: 09/28/2019 JOB DESCRIPTION: Demolition of 2 operating glass melting furnaces including electrical, mechanical, refractory and steel demolition for new furnace installation; modifications to existing building structure, civil installations, electrical and mechanical installations, new equipment install 11 by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include ali entities named within this document as parties to the work to be and t�hat"11 w/orlk to/b�`�erformed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or' CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance ora perm' all not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code �or nance n of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Iid7e COMMUNn-y DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: g/3f1? Plan/Permit # I go � / � G Plan Review fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10619 W. 50th Ave., Wheat Ridge, CO 80033 Property Owner (please print): MillerCoors Phone: (303) 425-7949 Property Owner Email: noel.guerrero@millercoors.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Borton-Lawson / Scott Bush Architect/Engineer E-mail: sbush(a@borton-lawson.com Phone: (484) 821-0470 X2103 Contractor: Lilja Corp City of Wheat Ridge License #: 022211 Phone: (925) 455-2300 Contractor E-mail Address: vfreeberg@liljacorp.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Vic Freeberg Phone: (412) 779-2857 CONTACT EMAIL(p/ease print): vfreeberg@liljacorp.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: TBD Plumbing: N/A Mechanical: Lilja Corp W.R. City License # W.R. City License # W.R. City License # 022211 Other City Licensed Sub: TBD Other City Licensed Sub: TBD City License 4 City License # ❑x COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Generally, the project will include the demolition of (2) currently operating glass melting furnaces including: electrical, mechanical, refractory and steel demolition to make room for the new furnace installation. The new furnace will require that the existing building undergo modifications to the building structure, civil installations, electrical, and mechanical installations, as well as new equipment install. Commercial Projects Only: Occupancy Type: F2 Construction Type: IIB Sq. Ft./LF 10,133 SF BTUs Amps Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 50,000,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRA R) r (A THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: August 3. 2018 Printed Name: Frans V Freeberg Jr. ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: �1 PUBLIC WORKS COMMENTS Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: 197 h— G) Vi Building Division Valuation: Solci�l> Randy Slusser From: Randy Slusser <randyslusser@caaprofessionals.com> Sent: Wednesday, September 5, 2018 10:39 AM To: Randy Slusser Subject: Fwd: Coors plant Randy Slusser Charles Abbott Associates 720-404-4538 Begin forwarded message: From: Jonathan Gilbert <ionathangilbert(a�caaprofessionals.com> Subject: Coors plant Date: September 5, 2018 at 9:53:49 AM MDT To: Randy Slusser <randyslusser(a)-caaprofessionals.com>, Jonathan Gilbert <Jonathan.gilbert(d-)caaprofessionals.com>, Kim Cook <kimcook(a)-caaprofessionals.com>, Dina Kemp<dinakemp(c�caaprofessionals.com> Hi Randy, Here are the comments: Any systems over 600 volts must be inspected by a special inspector or the engineer of record, (all reports, corrections, etc. must be submitted to the City of Wheat Ridge, building division) A "General Letter of Acceptance" authored by the Engineer of Record must be provided prior to calling for final inspection. Please send shipping labels. Thank You, Jon G MobileEyes ENARLIND A SAFER WORLD User Options Welcome back Vic Freeberg (Lilja Corp) ................................... : ;Log Off ........ __.___..________...._._.....__. 'Update Account Help Videos ESingle Portal Account Overvie HOW to Find Your Active Jobs How to Request an Inspection ffiHow to Request Multiole Ins ections How to Cancel an Inspection Contractor Permit Portarmaiiesk: 866-442-9002 h Ip@mobile-eyes.com8p EST) Applications Start New Application Just My Jobs O All Jobs for my company Address: Occupant: Street: Job Type: vl Status: Search 0 All 0 Unsubmitted 0 Submitted 0 Clear Filters Returned Address Rocky Mountain Bottle Company 10619 West 50TH Avenue Wheat Ridge, CO 80033 Job Type Active Jobs * Just My Jobs 0All Jobs for my company Address: Occupant: Street: �— Job #: Schedule Status: Search *All O Scheduled O Unscheduled Clear Filters j Address Job Type / # Status Rocky Mountain Bottle Company Building Addition Open 10619 West 50TH Avenue 180604002 Wheat Ridge, CO 80033 Rocky Mountain Bottle Company Building Addition Open 10619 West 50TH Avenue 180604003 Wheat Ridge, CO 80033 Completed/Canceled Jobs * Just My Jobs 0 All Jobs for my company Address:F— I Occupant: i CITY OF WHEAT RIDGE Building' Inspection Division �(303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -:CV-0 -i ,.,Cf Job Address: lc��d to Stiff 111V IL Permit Number: `22/nx5ba U No one available for inspection: Time AM/PM Re -Inspection required: es)calWfor o When corrections have bee , re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: owl/ d Job Address: i0 Permit Number: aQ19 ,► % ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 6) When corrections have been made, call for 9T#re-inspection at 303-234-5933 D ate:/� Inspector: DO NOT REMOVE THIS NOTICE d i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax i INSPECTION NOTICE Inspection Type: 5 Job Address: (C7f o LQ G) S5Aja' Permit Number: ?6 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 i Date: Cj,'2�• lInspector: ::C. DO NOT REMOVE THIS NOTICE d i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax i INSPECTION NOTICE Inspection Type: 5 Job Address: (C7f o LQ G) S5Aja' Permit Number: ?6 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 i Date: Cj,'2�• lInspector: ::C. DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: n n Job Address: 106lg r Sd f h yC' Permit Number: ?46/�Lol ❑ No one available for inspection: ime� AM/PM Re -Inspection required: Yes & When corrections have been made, call for re -inspection at 303-234-5933 Date: q11 Inspector: ``/ 7- r DO NOT REMOVE THIS NOTICE I* � I CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: fl_'t /�% �1 J Permit Number: I ( F � Q 1,lVt�Fl" If I! l A ? 0,/,. F 0 No one available for inspection: Time /, 00 AM M Re -Inspection required:,`'`' e No When corrections have been made, call for re -inspection at 303-234-5933 Date: -2, 0, / a' Inspector: �- DO NOT REMOVE THIS NOTICE 37d i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / V� �tPta/d �? Job Address: W f^ Permit Number: 9-090LV 3 ❑ No one available for inspection: Time f--d-Y �2 AM/PM Y Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 61 / 46 Inspector: ff r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: YIQ Job Address:. j ()(0 (!2 11-) /k Q Permit Number: 2c-)1 5� n ( C; 43 a C', ❑ No one available for inspection: Time /P Re -Inspection requireYe t_N6____ When corrections have been made, call for re -inspection at 303 -234 - Date:— C-, ,'=-j Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Le(fF Job Address: iCXD lac Uj G-Zat:") ^ve- Permit Number: '_V'017 015 W3 I" 1= ❑ No one available for inspection: Time 4 ©LMIPM Re -Inspection required: Yes C� When corrections have been made, all for r "nspection at 303-234-5933 Da e: ` � Inspector: �- DO NOT REMOVErTHIS NOTICE M i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235 -2855 -Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: riC.�`•� (P%�%���� �` Job Address: 1060 �^ J � h - C1 Permit Number: ')-0/1_) C) ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When con' "ons ave been made, call for re -inspection at 303-234-5933 14 Date: j Inspector: �`� / f DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��o -r'« `1 S Job Address: Permit Number:��l.�G�/S ❑ No one available for inspection: Time Zr., A /PM Re -Inspection required: es No When corrections have be ade, call for re -ins ection at 303-234-5933 Date: %✓ �� Inspector: + DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r, LQ Un to r iouil 0 Job Address: 10 / 9 t 5d � �'Al Q Permit Number:£�tj 0 1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (9 When corrections ave been made, call for re -inspection at 303-234- Date:- )5933 DateInspector: T #_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C ex IQ��'�..�J:,' Job Address: /04,)19 w S`o Permit Nymbgr:m -90 1 g o I 1 . �, ❑ No one available for inspection: Tim f_ , AM M Re -Inspection required: Yes, No When corrections have been made;411 for e-inspeofion at 303- -5933 D4.Ins, cine DO NOT REMOVE THIS NOTICE �-,o m i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 201 v�i�°� �� Job Address: 10w"-/ SUt`' lye Permit Number: ?Ol Ol 'S11 L)No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corre ions have been made, call for re_iinnspecttion at 303-234-5933 Date: �� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Buildin j Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 12-)0 (Vl 61 Job Address: /O(V /!5 Uj GD11-'14 l , Permit Number: Gr o re �_3 m ❑ No one available for inspection: Time AIIM! Re -Inspection requiredP°`Yes_1,No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1. 0,07 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT 'RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q-_700+ (K)G c Job Address: f (o (9 Lk ) 50 tl /ti1 Permit Number: l ((� (I(SL:' `__ ❑ No one available for inspection: Time A /� Re -Inspection required • YD No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: (� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �0/ (/4 C/ Job Address: W/40" s� Permit Number: / G 0 ❑ No one available for inspection: Time q AM/PM Re -Inspection required: (,Yes No z__� When corrections have been made, call for re -inspection at 303 -234 - [)ate: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t t l TW6 Job Address: _? T— J' �- Permit Number: r-26) ❑ No one available for inspection: Time , -` AMMU' Re -Inspection required:: Yes No i When corrections have been made, call for re -inspection at 303-234-5933 Date: `� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE_ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: o I -'!ec_ Vali % C0 .j,„`� Job Address: ! G t 9 tsd/ So +h r4 cue Permit Number: ' p I,S o I SSBI 3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes,- K- 6 When corrections have been made, call-to"e-inspection at Date ��-specto`�. �:. I i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '�df-�'{ ��`►1s Job Address:01 601t Gly Permit Number: 20/ Frc�'S�_� � A Til 4 WA e a ❑ No one available for inspection: Time ' RMJPM Re -Inspection required: Yes I o When corrections have been made, call for re -inspection at 303-234=5933 Date: rl'& `I� Inspector: DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: % U Job Address: 10 6/1 �/LV Permit Number: 9-01Pjju/ , q y ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When correc ion have been made, call for re -inspection at 303-234-5933 Date: % d Inspector: XTJ DO NOT REMOVE THIS NOTICE 4�2 42T 5 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When correc ion have been made, call for re -inspection at 303-234-5933 Date: % d Inspector: XTJ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -20L. ��- Ca )e /C0 r, JobAddress: 104v).9 w S -0 -ti- 14 V,e_ Permit Number: a 01 g© 1 s& 8 ❑ No one available for inspection: Time M/PM Re -Inspection required: Ye No When corrections have been made, c 11 -f" -inspection at 303-234-5933 t - Dat Inspector: -, i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'k)l IIJ P!!410LM C) Job Address: 106 f q W � Q r h ALe Permit Number: ❑ No one available for inspection: Time 1'�fL% �`' AM/PM Re -Inspection required: Yes Ro When corrections have been made, call for re -inspection at 303-234-5933 Date: (J �� � Inspector: ►'I / 'I DO NOT REMOVE THIS NOTICE 8a m A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� lJ �P/ /Vivll (Y Job Address: 4 h/ Permit Number: /:�O/go / 5-q ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection, at 303-234-5933 Date: A Inspector: IPT# DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 10 Bu'ridi g Inspection Division (303) 234-5933 Inspection line__1�9rZ7c% (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: "_0077AJ65 Job Address: 16610Y IJ f} UE Permit Number:.2621FO/:��-4+3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: /'Yes ,.No When corrections have beenade, call for re -inspection at 303-234-5933 Date: 30.1 Inspector: DO NOT REMOVE THIS NOTICE A e CITY OF WHEAT RIDGE ... 1Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a a ! - %c - Ca � %e Cc A c/v , 4 Job Address: J 0 !o l R W S'o 'A A v -e. Permit Number: �d o t g o i S-& g ❑ No one available for inspection: Tim Re -Inspection required: Yes No When corrections have been made, call W�`� at 303-234-5933 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 60 T t (J 6 S Job Address: GVV C Permit Number: c�U (r� ► y 3 ❑ No one available for inspection:. TimeA / Re -Inspection required: Ye,No When corrections have been made, call for re -inspection at 303-234- Date:- 2-22- l� Inspector: E" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I DIOL iovild Job Address: C7 19 tv v f n Permit Number: Igo / 7 w d ❑ No one available for inspection: Time ftp AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -P/,,- "lig Inspector: rhTff DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Am __:�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: T oo-j i v-, Job Address: Permit Number: 2Uf`f UI Co r j.n ❑ No one available for inspection: Time 3c) AM/ M Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 Date: `n' Inspector: IS DO NOT REMOVE THIS NOTICE �.. .. .CITY OF WHEAT�RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 1 (Inspection Type: ©1- C 6 /e kivil d v Job Address: /0(r l `T w S0 ve Permit Number: --d O 1$ D 1 S& 8 ❑ No one available for, -inspection: Ti Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 . Inspeo DO NOT REMOI/ THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ;�O1 (1,17)P,,-_c1<crm,1dnc/u Job Address: 10a l �% t/ SO In Aye Permit Number: 1�1O/9O / 5-60 ❑ No one available for insp ion: Time AM/PM Re -Inspection required:Yes No *Whencorre tions have been made, call for re -inspection at 303-234-5933 Date:? �1 I A Inspector: �ff DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line t (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� SS/ an S — i)O/,-,l S Job Address: &J 6 VI Ay -C Permit Number: ❑ No one available for inspectio :Tune A /PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: ?� f `fit l inspector: t' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE inspectionType: SSGi'15 1 ! Job Address: 10 (o [ 9 U3 SZb 1--�- AVe Permit Number: 201 S-0 I S -4Z ❑ No one available for insp-e-ctiti-o-n: Time AM M Re -Inspection required1 _ When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 -Date: ` Inspector: DO NOT REMOVE THIS NOTICE �t A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: [ © �L P I F A Job Address: d a61 q WC' Permit Number: ®/ 8 C A 5-Y CZ � 5 Ew ❑ No one available for inspection:'_Time AM/PM Re -Inspection required: Yes o: When corrections have been made, call for re -inspection at 303-234-5933 Date: CJ // g Inspector: / DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line 1(303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ) Q J Fu � S Job Address: L !.E/" Permit Number: I'S ❑ No one available for inspection -Time P 1 AM/PM Re -Inspection required: Yes Yfor When co Iffons have been made, cae-inspection at 303-234-5933 Date: c J Inspector: 01 T4 DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C_ 15.5 oy? Job Address: cko Iq 1A) So Un /Iti& Permit Number: /i:� Tri t _ �� Cv l S��i✓L � ❑ No one available for inspection: Time z AN !PM Re -Inspection required: es o When corrections have been made, call for re -inspection at 303-234-5933 Date: (7'cl • I � Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection- Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (fa I SSar) I iP I el -5 Job Address: t o (.n 19 W S b t-� yiv e Permit Number: 201ll C)lcN3 7 t �- 44 - 4-1. ❑ No one available for inspection: Time` JfS AIVIJPM Re -Inspection require . Ye of When corrections have been made, call for re -inspection at 303-234- Date:- e-6 ,� - (� Inspector: A DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: &AjS5C-y1 I P -e�,e 5 Job Address: 10(0isf /two_ Permit Number: 201 q 01 '�_ Co ❑ No one available for inspection: Time., , A ' PM Re -Inspection required: Ye When corrections have been made, call for re -inspection at 303-234-5933. Date: -V,-7, ('9 Inspector:_ DO NOT REMOVE THIS NOTICE 44, CITY OF WHEAT RIDGE , Building Inspection DivisionM (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0A f 55cyl ( P r -p- rL-- Job Address: l % (o (9 w EiD -aa AV C_ PermitNumber: .20 t9 d (S- (.0 '16 ❑ No one available for inspection: Time A PM Re -Inspection required Yes ` o When corrections have been made, call for re -inspection at 303-234-5933 Date:' t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE i Building Inspection Division iQ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ec- (5son 1 pi oy-5 Job Address: I OCO(q —Uj S5011�%� ' U Permit Number: 201' 0(5(;T ❑ No one available for inspection: Time /AM/P1VI Re -Inspection requiredP" Yes )No When corrections have be n7hade, call for re -inspection at 303 -234 - Date:— 3 1 inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a 4,' Job Address: f' li L� (� r,c� SU I ,4 Permit Number: o7C� / �C� l ✓C� ❑ No one available for inspection: Time .� A M Re -Inspection require . Yes o When corrections have been made, call for re -inspection at 303 -234 - Date: 2, Inspector: DO NOT REMOVE THIS NOTICE INSPECTION NOTICE Inspection Type: t_. (Alseo n ; Job Address: 10tol Ci tk) y (� Permit Number: 6520 t U f 10 r . M_ ❑ No one available for inspection: Time 0.';0 'LPM Re -Inspection require Yes No When corrections have been made, call for re -inspection at 303-234-5933" Date: ' t ' 1 Inspector: K DO DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE (� Building Inspection Division(303) 234-5933 Inspection line �(303') \� 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t_. (Alseo n ; Job Address: 10tol Ci tk) y (� Permit Number: 6520 t U f 10 r . M_ ❑ No one available for inspection: Time 0.';0 'LPM Re -Inspection require Yes No When corrections have been made, call for re -inspection at 303-234-5933" Date: ' t ' 1 Inspector: K DO DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Irispect�on Division �� (303) 234-5933 Inspection line �1 (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ec( ( SS On Job Address: (OLO 19 W S"C� Permit Number: 14 / 4 —2 V /t, l 19 7) ❑ No one availablefor ins .ection: Time � AM pm Re -Inspection require Yes ` o When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 � Inspector: T DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0,ats_<i�)nsIDle,-5 Job Address: d UCO f q 1:11 "t Permit Number: %20 t i0j 5 CP ❑ No one available for inspection: Time AM/ Re -Inspection required: Ye No When corrections have bee ade, call for re -inspection at 303-234-5933 . Date: `7,30.1 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Miscellan PERMIT - 201801568 PERMIT NO: 201801568 ISSUED: 07/05/2018 JOB ADDRESS: 10619 W 50th AVE EXPIRES: 07/05/2019 JOB DESCRIPTION: Excavate and install new concrete footers and deep pile foundations. Install grounding grid for all equipment, and fencing. Installation of a service water line for wash off. Installation of a condensate drain. Installation of Praxair equipment and installation of truck pad. Install back -fill and service road around area. *** CONTACTS *** OWNER (303)425-7949 MILLERCOORS LLC SUB (925)455-2300 Walter Bowe 022211 Lilja Corp. SUB (320)564-3324 Aaron & Evan Fagen 180199 Fagen Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 430 / Manufacturing; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,200,000.00 FEES Total Valuation 0.00 Plan Review Fee 4,733.33 Use Tax 25,200.00 Permit Fee 7,282.05 ** TOTAL ** 37,215.38 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. City of Wheat Ridge .01 AW Commercial Miscellan PERMIT - 201801568 PERMIT NO: 201801568 ISSUED: 07/05/2018 JOB ADDRESS: 10619 W 50th AVE EXPIRES: 07/05/2019 JOB DESCRIPTION: Excavate and install new concrete footers and deep pile foundations. Install grounding grid for all equipment, and fencing. Installation of a service water line for wash off. Installation of a condensate drain. Installation of Praxair equipment and installation of truck pad. Install back -fill and service road around area. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, app ica le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with tphis permit. � rther that I ap legally authorized to include all entities named within this document as parties to the work to be er ormed n 'th all w rk to be er ormed is disclosed in this document and/or its' accompanying approved plans and specifications. nature of �OWXER­o? CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspect sand shall n roceed or conceal work without written approval of such work from the Building and Inspection Services Divas n. The ' nce r grant of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app r or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Midge , COMMUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 �p Inspection Line: 303-234-5933 t''er--------- Email: perm its(ccDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Feer:) � 33-33 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: 10619 W 50th Ave. Wheat Ridge, CO 80033 Property Owner (please print): MillerCoors Phone: (303) 425-7949 Property Owner Email: noel.querrero@millercoors.com Mailing Address: (if different than property address) Address: Same City, State, Zip: Architect/Engineer: Borton-Lawson / Scott Bush Architect/Engineer E-mail: sbush@borton-lawson.com Phon Contractor: Lilja Corp Contractors City License #: 022211 Phone: (925) 455-2300 Contractor E-mail Address: vfreeberg@liljacorp.com t 21-6470 X216 Sub Contractors: Electrical: TBD W.R. City License # Other City Licensed Sub: City License # Plumbing: NIA W.R. City License # Other City Licensed Sub: City License # Mechanical: Lilja Corp W.R. City License # 022211 Complete all information on BOTH sides of this form ® COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ® OTHER (Describe)_ Installation of a Praxair VPSA Oxygen Plant (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) The project will include the installation of the following: 1. Excavate and install new concrete footers and deep pile foundations. 2. Install grounding grid for all equipment, and fencing. 3. Installation of a service water line for wash off. 4. Installation of a condensate drain. 5. Installation of Praxair equipment (proprietary). 6. Installation of truck pad. 7. Install backfill and service road around the area. Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 1,200,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) ONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) CONTRACTOR) Electronic Signature (first and last name): Frans Freeberg DATE: May 24, 2108 DEPARTMENT USE ONLY ZONINGCOMMMENTS: ILC.1rr_ /'eV RS`s. 6 �k J /7 OCCUPANCY CLASSIFICATION Reviewer: �Jr,r �`j` BUILDING DEPARTMENT COMMENTS: Reviewer: O r 6 1!/ 1 2 �SrLw 1416/-,70W- cam- - 4 -7131q STrJC—) U6at,OAXY 46' Building Division Valuation: $ )/ City of Wh6atCclg COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: 106019 W. 50th Ave General Contractor: Lilja Corp Electrical Sub -Contractor Permit #: 201801568 Company Name: Faxen Inc. Phone #: (320) 564-5220 State License #: 0005750 Master #: Wheat Ridge License #: 180199 (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Date Signature of Authorized Agent Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wheat Ridge Commercial Miscellan PERMIT - 201801543 PERMIT NO: 201801543 ISSUED: 07/05/2018 JOB ADDRESS: 10619 W 50th AVE EXPIRES: 07/05/2019 JOB DESCRIPTION: Excavation and installation of numerous foundations and deep pile foundations. Back -fill and install curbing and roadway, specific to RMBC property. Installation of TriMer Abatement Control System including electrical and mechanical systems *** CONTACTS *** OWNER (303)425-7841 MILLER COORS GC (925)455-2300 Walter Bowe 022211 Lilja Corp. SUB (320)564-3324 Aaron & Evan Fagen 180199 Fagen Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5, 000, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 14,860.33 Use Tax 105,000.00 Permit Fee 22,862.05 ** TOTAL ** 142,722.38 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. City of Wheat Ridge `L Commercial Miscellan PERMIT - 201801543 w PERMIT NO: 201801543 ISSUED: 07/05/2018 JOB ADDRESS. 10619 W 50th AVE EXPIRES: 07/05/2019 JOB DESCRIPTION: Excavation and installation of numerous foundations and deep pile foundations. Back -fill and install curbing and roadway, specific to RMBC property. Installation of TriMer Abatement Control System including electrical and mechanical systems 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner o€ -the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. JAurtlier atte that I am legally authorized to include ali entities named within this document as parties to the work to be performec�ranfhat all�rk to be performed is disclosed in this document and/or ids' accompanying approved plans and specifications. 2'rye natAre of" -OWN or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not roceed or conceal work without written approval of such work from the Building and Inspection Services Divisio The iss or ranti a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic co o an or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6atR dgeRECEWED COMMUNITY DEVELOPMENT Building &Inspection Services Division MAY 292018 7500 W. 29`h Ave., Wheat Ridge, CO 80033 P Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 4— /iCl/ `s Plan/Permit # Plan Review Fee/ PLao Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: 10619 W 50th Ave. Wheat Ridge, CO 80033 Property Owner (please print): MillerCoors Phone: (303) 425-7949 Property Owner Email: noel.querrero(a-)millercoors.com Mailing Address: (if different than property address) Address: Same City, State, Zip: Architect/Engineer: Borton-Lawson /Scott Bush Architect/Engineer E-mail: sbush@borton-lawson.com Phone: (484) 821-0470 X2103 Contractor: Lilja Corp Contractors City License #: 022211 Contractor E-mail Address: vfreeberg@liljacorp.com Sub Contractors: Electrical: TBD W.R. City License # Other City Licensed Sub: City License # Plumbing: N/A W.R. City License # Phone: (925) 455-2300 Other City Licensed Sub: City License # Mechanical: Lilja Corp W.R. City License # 022211 Complete all information on BOTH sides of this form ® COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ® OTHER (Describe)_ Installation of a TriMer Abatement Control System (For ALL projects, please provide a detailed description of work to be perfo ;^;€d, including current use of araas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) The following is a description of the work for the TriMer Abatement Control System: 1. Excavation and installation of numerous foundations and deep pile foundations. 2. Backfill and install curbing and roadway, specific to RMBC property. 3. Installation of TriMer Abatement Control System (proprietary). 4. Installation of Electrical and Mechanical Systems required to operate the TriMer System. Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 5,000,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) [CONTRA C Electronic Si¢nature (first and last name): Frans Freeberg ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: • i 501 A, ✓ i i DEPARTMENT USE ONLY DATE: May 24, 2108 OCCUPANCY CLASSIFICATION: lam" Building Division Valuation: $ ,! Ogg, t�,)o City of Wh6atpsge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form Will not be accepted with missing information. Project Address: 106019 W. 50th Ave General Contractor: Lilja Corp Electrical Sub -Contractor Permit #: 201801543 Company Name: Fagen Inc. Phone #: (320) 564-5220 State License #: 0005750 Wheat Ridge License #: 180199 Master #: (req6fi s(t ielfj! / � - i S` Signature of Authorized Agent D Plumbing Sub -Contractor Company Name: State License #: Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Date Phone: (required field) Date CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: "AA 14 14., ItA8 Project Address: .,oc..S zg_ -" Are LA" -r- P-a'e. , g" o'.a."53 Name of Firm/Individual submitting documents: L" -X" ZL:uZ144-^+s Project Type/Description: of P4A,.i J`3PA Z-Px i4,1 -.r PA.✓r Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: Date: (Agency Representative) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other CAA Plan Review Corrections Owner: Miller Coors, LLC Location/Project: RMBC B 10619 W. 50"' Ave. Wheat Ridge, Colorado Plan Checker: Hiep Tran/CAA IBC 2012 STRUC T URAL DE;SiGN REQUiREMrN I General 1. Sheet S0001, show Basis of Design on the plans (Sec. 1603): a. Ground snow load and other factors per Sec. 1603.1.3 b. Wind design data: i) Applicable Internal Pressure Coefficient. ii) Components and Cladding pressure, psf. iii) Risk Category III (Please justify for using 11) c. Earthquake design data: i) Risk Category III (Please justify for using 11) ii) Seismic Importance Factor I = 1.25 (structural calcs. must be double checked and matched with plan) iii) Design base shear iv) Cs v) Analysis procedure used. 2. Codes: a. 2012/2015 IBC and as amended by City Ordinance. 3. Material specifications on the plans: a. Special inspection. Foundation 4. Sheet S0001, provide details/tabulation of lap & splices for steel reinforcement in concrete (double check/update for notes of 40 dia.) 5. Provide foundation analysis for masonry building. RETAINING WALLS 6. Provide retaining wall calculations. r CHARLES ABBOTT ASSOCIATES, INC. 27401 Los ALTOS • St irL220* n41SSION V I LJo. (A 92691 101-L Face: (866)530-4980 • FiION : (949)167-2850* FAX: (94())367-2852 w \N \i'.C'AAI'R0FL-SS10NA1-S.c0n9 000,4* Borton Lawson Bethlehem Pittsburgh State College Wilkes-Barre BETHLEHEM 3897 Adler Place Bethlehem. P.A 18017 Phone 484 8210470 Fax 484.821.0474 June 25, 2018 Raul Morello Project Manager Owens-Illinois Four 0-1 Plaza One Michael Owens Way Perrysburg, OH 43551 RE: RMBC B+ Furnace Air Filter System Building Permit BL No.: 2017-3259-004 Dear Mr. Morello: Here are the responses to the comments provided by CAA, Inc. regarding the third party review of the building permit submission to the City of Wheat Ridge for the above referenced project. The following responses along with attached revised plan sheets G- 4329 SOOO1, G-4329 SOOO2, and the electrical building and retaining wall calculations comprise the total response to the comments. Comment 1: Sheet SOOO1, show Basis of Design on the plans (Sec. 1603): a. Ground snow load and other factors per Sec. 1603.1.3 Response 1a: See revised drawing 4329-SO0O1 for design information. b. Wind design data: i) Applicable Internal Pressure Coefficient Response 1b.i): See revised drawing 4329-SOOO1 for design information. ii) Components and Cladding pressure, psf. Response 1b.ii): See revised drawing 4329-SOOO1 for design information. iii) Risk Category III (Please justify for using II) Response 1b.iii): See attached excerpts from ASCE7-10 Commentary section C1.5 Classification of Buildings and Other Structures with applicable justification for using Risk Category II highlighted. c. Earthquake design data: i) Risk Category III (Please justify for using II) Response 1c.i): See attached excerpts from ASCE7-10 Commentary section C1.5 Classification of Buildings an Other Structures with applicable justification for using Risljpbategory II highlighted. G U- N � cv P:\2017\3259\004\08-CONSTRUCTION\BIDDING\Building Permit\Permit Comment Response Ltr20130625srb.docx June 25, 2018 Page 2 ii) Seismic Importance Factor I = 1.25 (structural calcs. Must be double checked and matched with plan) Response 1c.ii): Seismic Importance Factor I = 1.0 for Risk Category II structures. iii) Design base shear Response 1c.iii): See revised drawing 4329-S0001 for design information. iv) Cs Response 1c.iv): See revised drawing 4329-S0001 for design information. V) Analysis procedure used. Response 1c.v): See revised drawing 4329-S0001 for design information. Comment 2: Codes: a. 2012/2015 IBC and as amended by City Ordinance Response 2a: See revised drawing 4329-S0001 for design information. Comment 3: Material Specifications on the plans: a. Special inspection Response 3a: See drawing 4329-SO002 for special inspection information. Comment 4: Sheet S0001, provide details/tabulation of lap & splices for steel reinforcement in concrete (double check/update for notes of 40 dia.) Response 4: See drawing 4329-S0001 for revised lap splice information. Comment 5: Provide foundation analysis for masonry building Response 5: See attached calculations for masonry electrical building. Comment 6: Provide retaining wall calculations Response 6: See attached calculations for retaining wall. Sincerely, Scott R. Bush, P.E. VP Industrial & Facilities Business Unit Enclosures SRB/srb P:\2017\3259\004\08-CONSTRUCTION\BIDDING\Building Permit\Permit Comment Response Ltr2O13O625srb.docx Borton a, Lawson �_ Kn Q ENGINEERINGCV [' N C:a ARCHITECTURE 7 .J P:\2017\3259\004\08-CONSTRUCTION\BIDDING\Building Permit\Permit Comment Response Ltr2O13O625srb.docx CHAPTER GENERAL Table 1.5-1 Risk Category of Buildings and Other Structures for Flood, Wind, Snow, Earthquake, and Ice Loads Use or Occupancy of Buildings and Structures Buildings and other structures that represent a low risk to human life in the event of failure All buildings and other structures except those listed in Risk Categories I, III, and IV Buildings and other structures, the failure of which could pose a substantial risk to human life. Buildings and other structures, not included in Risk Category IV, with potential to cause a substantial economic impact and/or mass disruption of day-to-day civilian life in the event of failure. Buildings and other structures not included in Risk Category IV (including, but not limited to, facilities that manufacture, process, handle, store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, hazardous waste, or explosives) containing toxic or explosive substances where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released." Buildings and other structures designated as essential facilities. Buildings and other structures, the failure of which could pose a substantial hazard to the community. Buildings and other structures (including, but not limited to, facilities that manufacture, process, handle, store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, or hazardous waste) containing sufficient quantities of highly toxic substances where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released.' Buildings and other structures required to maintain the functionality of other Risk Category IV structures. Risk Category II IV 'Buildings and other structures containing toxic, highly toxic, or explosive substances shall be'eligible for classification to a lower Risk Category if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.3 that a release of the substances is commensurate with the risk associated with that Risk Category. exceed the member design strength (also called "load and resistance factor design"). TEMPORARY FACILITIES: Buildings or other structures that are to be in service for a limited time and have a limited exposure period for environ- mental loadings. TOXIC SUBSTANCE: As defined in 29 CFR 1910.1200 Appendix A with Amendments as of February 1, 2000. 1.2.2 Symbols F, A minimum design lateral force applied to level x of the structure and used for purposes of evaluating structural integrity in accordance with Section 1.4.2. W, The portion of the total dead load of the struc- ture, D, located or assigned to Level x. D Dead load. L Live load. L, Roof live load. N Lateral notional load used to evaluate confor- mance with minimum structural integrity criteria. R Rain load. S Snow load. 1.3 BASIC REQUIREMENTS 1.3.1 Strength and Stiffness Buildings and other structures, and all parts thereof, shall be designed and constructed with adequate strength and stiffness to provide structural stability, protect nonstructural components and systems, and meet the serviceability requirements of Section 1.3.2. Acceptable strength shall be demonstrated using one or more of the following procedures: a. the Strength Procedures of Section 1.3.1.1, b. the Allowable Stress Procedures of Section 1.3.1.2, or c. subject to the approval of the having jurisdiction for in It the Performance -Based rq-e 1.3.1.3. f f, CHAPTER C1 GENERAL 2. Provide an integrated system of ties among the principal elements of the structural system. These ties may be designed specifically as components of secondary load -carrying systems, which often must sustain very large deformations during catastrophic events. 3. Returns on Walls. Returns on interior and exterior walls make them more stable. 4. Changing Directions of Span of Floor Slab. Where a one-way floor slab is reinforced to span, with a low safety factor, in its secondary direction if a load-bearing wall is removed, the collapse of the slab will be prevented and the debris loading of other parts of the structure will be minimized. Often, shrinkage and temperature steel will be enough to enable the slab to span in a new direction. 5. Load -Bearing Interior Partitions. The interior walls must be capable of carrying enough load to achieve the change of span direction in the floor slabs. 6. Catenary Action of Floor Slab. Where the slab cannot change span direction, the span will increase if an intermediate supporting wall is removed. In this case, if there is enough rein- forcement throughout the slab and enough continuity and restraint, the slab may be capable of carrying the loads by catenary action, though very large deflections will result. 7. Beam Action of Walls. Walls may be assumed to be capable of spanning an opening if sufficient tying steel at the top and bottom of the walls allows them to act as the web of a beam with the slabs above and below acting as flanges (Schultz et al. 1977). 8. Redundant Structural Systems. Provide a second- ary load path (e.g., an upper-level truss or transfer girder system that allows the lower floors of a multistory building to hang from the upper floors in an emergency) that allows framing to survive removal of key support elements. 9. Ductile Detailing. Avoid low -ductility detailing in elements that might be subject to dynamic loads or very large distortions during localized failures (e.g., consider the implications of shear failures in beams or supported slabs under the influence of building weights falling from above). 10. Provide additional reinforcement to resist blast and load reversal when blast loads are considered in design (ASCE Petrochemical Energy Commit- tee 1977). 11. Consider the use of compartmentalized construc- tion in combination with special moment resisting 380 frames (as defined in FEMA 1997) in the design of new buildings when considering blast protection. Although not directly adding structural integrity for the prevention of progressive collapse, the use of special, nonfrangible glass for fenestration can greatly reduce risk to occupants during exterior blasts (ASCE Petrochemical Energy Committee 1977). To the extent that nonfrangible glass isolates a building's interior from blast shock waves, it can also reduce damage to interior framing elements (e.g., supported floor slabs could be made to be less likely to fail due to uplift forces) for exterior blasts. C1.5 CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES C1.5.1 Risk Categorization In this (2010) edition of the Standard a new Table 1.5-2 has been added that consolidates the various importance factors specified for the several type of loads throughout the Standard in one location. This change was made to facilitate the process of finding values of these factors. Simultaneously with this addition, the importance factors for wind loads have been deleted as changes to the new wind hazard maps adopted by the standard incorporate consideration of less probable design winds for structures assigned to higher risk categories, negating the need for separate importance factors. Further commentary on this issue may be found in the commentary to Chapter 26. The risk categories in Table 1.5-1 are used to relate the criteria for maximum environmental loads or distortions specified in this standard to the conse- quence of the loads being exceeded for the structure and its occupants. For many years, this Standard used the term Occupancy Category, as have the building codes. However, the term "occupancy" as used by the building codes relates primarily to issues associated with fire and life safety protection, as opposed to the risks associated with structural failure_ The term "Risk Category" was adopted in place of the older Occu- pancy Category in the 2010 edition of the Standard to distinguish between these two considerations. The risk category numbering is unchanged from that in the previous editions of the standard (ASCE 7-98, -02, and -05), but the criteria for selecting a category have been generalized with regard to structure and occu- pancy descriptions. The reason for this generaliz, is that the acceptable risk for a building or str ture is an issue of public policy, rather than pure a� Q �a technical one. Model building codes such as the International Building Code (ICC 2009) and NFPA- 5000 (NFPA 2006) contain prescriptive lists of building types by occupancy category. Individual communities can alter these lists when they adopt local codes based on the model code, and individual owners or operators can elect to design individual buildings to higher occupancy categories based on personal risk management decisions. Classification continues to reflect a progression of the anticipated seriousness of the consequence of failure from lowest risk to human life (Risk Category 1) to the highest (Risk Category IV). Elimination of the specific examples of buildings that fall into each category has the benefit that it eliminates the potential for conflict between the standard and locally adopted codes and also provides individual communities and develop- ment teams the flexibility to interpret acceptable risk for individual projects. Historically, the bulding codes and the standard have used a variety of factors to determine the occupancy category of a building. These factors include the total number of persons who would be at risk were failure to occur, the total number of persons present in a single room or occupied area, the mobil- ity of the occupants and their ability to cope with dangerous situations, the potential for release of toxic materials, and the loss of services vital to the welfare of the community. Risk Category I structures generally encompass buildings and structures that normally are unoccupied and that would result in negligible risk to the public should they fail. Structures typically classified in this category have included barns, storage shelters, gatehouses, and similar small structures. Risk Cat- egory II includes the vast majority of structures, including most residential, commercial, and industrial buildings, and has historically been designated as containing all those buildings and structures not specifically classified as conforming to another category. Risk Category III includes buildings and struc- tures that house a large number of persons in one place, such as theaters, lecture halls, and similar assembly uses; buildings with persons having limited mobility or ability to escape to a safe haven in the event of failure, including elementary schools, prisons, and small healthcare facilities. This category has also included structures associated with utilities required to protect the health and safety of a commu- nity, including power generating stations and water treatment and sewage treatment plants. it has also included structures housing hazardous substances, MINIMUM DESIGN LOADS such as explosives or toxin,, which if released in quantity could endanger the surrounding community. such as structures in petrochemical process facilities containing large quantities of HzS or ammonia. Failures of power plants that supply electricity on the national grid can cause substantial economic losses and disruption to civilian life when their failures can trigger other plants to go offline in succession. The result can be massive and potentially extended power outage, shortage, or both that lead to huge economic losses because of idled industries and a serious disruption of civilian life because of inoper- able subways, road'traffic signals, and so forth. One such event occurred in parts of Canada and the northeastern United States in August 2003. Failures of water and sewage treatment facilities can cause disruption to civilian life because these failures can cause large-scale (but mostly non -life- threatening) public health risks caused by the inability to treat sewage and to provide drinking water. Failures of major telecommunication centers can cause disruption to civilian life by depriving users of access to important emergency information (using radio, television, and phone communication) and by causing substantial economic losses associated with widespread interruption of business. Risk Category IV has traditionally included structures, the failure of which would inhibit the availability of essential community services necessary to cope with an emergency situation. Buildings and structures typically grouped in Risk Category IV include hospitals, police stations, fire stations, emergency communication centers, and similar uses. Ancillary structures required for the operation of Risk Category IV facilities during an emergency also are included in this risk category. When deciding whether an ancillary structure or a structure that supports such functions as fire suppression is Risk Category IV, the design professional must decide whether failure of the subject structure will adversely affect the essential function of the facility. In addition to essential facilities, buildings and other structures containing extremely hazardous materials have been added to Risk Category IV to recognize the potential devastating effect a release of extremely hazardous materials may have on a population. The criteria that have historically been used to assign individual buildings and structures to occu- pancy categories have not been consistent and sometimes have been based on considerations that are more appropriate to fire and life safety than to structural failure. For example, university buil g� housing more than a few hundred students ha e be V � 30 CHAPTER Cl GENERAL =0 1L C 1CGC 1CGGC 10 C 0 0 0 Hun:bero# Persons at Risk 1It_ URE C1-1 Approximate Relationship between Number of Lives Placed at Risk by a Failure and Occupancy Category. placed into a higher risk category than office build- ings housing the same number of persons. A rational basis should be used to determine the risk category for structural design, which is primarily based on the number of persons whose lives would be endangered or whose welfare would be affected in the event of failure. Figure CIA illustrates this concept. "Lives at risk" pertains to the number of people at serious risk of life loss given a structural failure. The risk category classification is not the same as the building code occupancy capacity which is mostly based on risk to life from fire. The lives at risk from a structural failure include persons who may be outside the structure in question who are nonetheless put at serious risk by failure of the structure. From this concept, emergency recovery facilities that serve large populations, even though the structure might shelter relatively few people, are moved into the higher risk categories. When determining the population at risk, consid- eration should also be given to longer term risks to life than those created during a structural failure. The failure of some buildings and structures, or their inability to function after a severe storm, earthquake, or other disaster, can have far-reaching impact. For example, loss of functionality in one or more fire stations could inhibit the ability of a fire department to extinguish fires, allowing fires to spread and placing many more people at risk. Similarly, the loss of function of a hospital could prevent the treatment of many patients over a period of months. 382 In Chapters 7, 10, and 11, importance factors are presented for the four risk categories identified. The specific importance factors differ according to the statistical characteristics of the environmental loads and the manner in which the structure responds to the loads. The principle of requiring more stringent loading criteria for situations in which the conse- quence of failure may be severe has been recognized in previous versions of this standard by the specifica- tion of mean recurrence interval maps for wind speed and ground snow load. This section now recognizes that there may be situations when it is acceptable to assign multiple risk categories to a structure based on use and the type of load condition being evaluated. For instance, there are circumstances when a structure should appropriately be designed for wind loads with importance factors greater than one, but would be penalized unnecessar- ily if designed for seismic loads with importance factors greater than one. An example would be a hurricane shelter in a low seismic area. The structure would he classified in Risk Category IV for wind design and in Risk Category I1 for seismic design. C1.5.3 Toxic, Highly Toxic, and Explosive Substances A common method of categorizing structures storing toxic, highly toxic, or explosive substances is by the use of a table of exempt amounts of these materials (EPA 1999b and International Code until 2000}. These references and others are sour es Q guidance on the identification of materials f tlse 61 a� fi� � II Ill �' r,. r s =0 1L C 1CGC 1CGGC 10 C 0 0 0 Hun:bero# Persons at Risk 1It_ URE C1-1 Approximate Relationship between Number of Lives Placed at Risk by a Failure and Occupancy Category. placed into a higher risk category than office build- ings housing the same number of persons. A rational basis should be used to determine the risk category for structural design, which is primarily based on the number of persons whose lives would be endangered or whose welfare would be affected in the event of failure. Figure CIA illustrates this concept. "Lives at risk" pertains to the number of people at serious risk of life loss given a structural failure. The risk category classification is not the same as the building code occupancy capacity which is mostly based on risk to life from fire. The lives at risk from a structural failure include persons who may be outside the structure in question who are nonetheless put at serious risk by failure of the structure. From this concept, emergency recovery facilities that serve large populations, even though the structure might shelter relatively few people, are moved into the higher risk categories. When determining the population at risk, consid- eration should also be given to longer term risks to life than those created during a structural failure. The failure of some buildings and structures, or their inability to function after a severe storm, earthquake, or other disaster, can have far-reaching impact. For example, loss of functionality in one or more fire stations could inhibit the ability of a fire department to extinguish fires, allowing fires to spread and placing many more people at risk. Similarly, the loss of function of a hospital could prevent the treatment of many patients over a period of months. 382 In Chapters 7, 10, and 11, importance factors are presented for the four risk categories identified. The specific importance factors differ according to the statistical characteristics of the environmental loads and the manner in which the structure responds to the loads. The principle of requiring more stringent loading criteria for situations in which the conse- quence of failure may be severe has been recognized in previous versions of this standard by the specifica- tion of mean recurrence interval maps for wind speed and ground snow load. This section now recognizes that there may be situations when it is acceptable to assign multiple risk categories to a structure based on use and the type of load condition being evaluated. For instance, there are circumstances when a structure should appropriately be designed for wind loads with importance factors greater than one, but would be penalized unnecessar- ily if designed for seismic loads with importance factors greater than one. An example would be a hurricane shelter in a low seismic area. The structure would he classified in Risk Category IV for wind design and in Risk Category I1 for seismic design. C1.5.3 Toxic, Highly Toxic, and Explosive Substances A common method of categorizing structures storing toxic, highly toxic, or explosive substances is by the use of a table of exempt amounts of these materials (EPA 1999b and International Code until 2000}. These references and others are sour es Q guidance on the identification of materials f tlse 61 a� fi� � RMBC FURNACE REBUILD ELECTRICAL BUILDING DESIGN REPORT Project: RMBC FURNACE REBUILD Prepared by: B o r t o n Lawson 6000 Brooktree Road Suite 110 Wexford, PA 15090., CRY of Phone: 724.935.31/ ��e Project Number: 2017-3259-004 APPROVED Date: J u ne 19, 2018 prAewW for Code Compliance �be P -)13)[1 CAA -s Wff*b(t- DM �rrllfdmee; fie mvonn Mo 0e� a. eon��Mo1 sacs toe d�IdOM11pd01b�1 � IIOt 6e o pvmif Jor, ar ew apipwd of ml' M04tlM N MY aJtMt /e'er aJ f/1e WOMiM code aOjMp �M►'p�lellLef. lb�db re+iwrq aMK ' a ria4te or osecN McNwYMwc ydw IrM/ry todetrNMeMdwwkn �jMe fM/ /Mende Ye W W. "ASCE710W.xls" Program Version 2.2 WIND LOADING ANALYSIS - Main Wind -Force Resisting System Per ASCE 7-10 Code for Enclosed or Partially Enclosed Buildings UsingMethod 2: Analytical Procedure (Section 27) for Buildings of Any Height Job Name: IRMBC I Subject: lElectr. Bldg. Job Number: 2017-3259-004 Originator: IMPS I Checker: Input Data: Wind Direction = Normal (Normal or Parallel to building ridge) Wind Speed, V = 115 mph (Wind Map, Figure 26.5 -1A -C) Bldg. Classification = II (Table 1.4-1 Risk Cat.) B Exposure Category = C (Sect. 26.7) Wmd Ridge Height, hr = 12.50 ft. (hr - he) Eave Height, he = 12.50 ft. (he - hr) Building Width = 28.00 ft. (Normal to Building Ridge) Building Length = 21.33 ft. (Parallel to Building Ridge) Roof Type = Monoslope (Gable or Monoslope) Plan Topo. Factor, Kzt = 1.00 (Sect. 26.8 & Table 26.8-1) Direct. Factor, Kd = 0.85 (Table 26.6-1) Enclosed? (Y/N) Y (Sect. 6.2 & Figure 6-5) t� Hurricane Region? N Damping Ratio, R = 0.050 (Suggested Range = 0.010-0.070) hr Period Coef., Ct = 0.0350 h (Suggested Range = 0.020-0.035) he (Assume: T = Ct*h^(3/4) , and f = 1/T) Resultinq Parameters and Coefficients: L Roof Angle, 0 = 0.00 deg. Elevation Mean Roof Ht., h = 12.50 ft. (h = he, for roof angle -10 deg.) L = 28 ft. Windward Wall Cp = 0.80 (Fig. 27.4-1) B = 21.334 ft. Leeward Wall Cp = -0.44 (Fig. 27.4-1) Side Walls Cp = -0.70 (Fig. 27-4.1 Roof Cp (zone #1) = -0.90 -0.18 (Fig. 27-4.1) (zone #1 for 0 to h/2) Roof Cp (zone #2) = -0.90 -0.18 (Fig. 27-4.1) (zone #2 for h/2 to h) Roof Cp (zone #3) = -0.50 -0.18 (Fig. 27-4.1) (zone #3 for h to 2*h) Roof Cp (zone #4) = -0.30 -0.18 (Fig. 27-4.1) (zone #4 for > 2*h) +GCpi Coef. = 0.18 (Table 26.11- (positive internal pressure) -GCpi Coef. _ -0.18 (Table 26.11- (negative internal pressure) If z - 15 then: Kz = 2.01*(15/zg)11(2/a) , If z > 15 then: Kz = 2.01*(z/zg)^(2/a) (Table 27.3-1) a = 9.50 1 zg =1 900 (Table 26.9-1) Kh = 0.85 1 (Kh = Kz evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd *VA 2*I (Eq. 27.3-1) qh = 24.43 psf qh = 0.00256*Kh*Kzt*Kd *VA 2 (qz evaluated at z = h) Ratio h/B = 0.446 freq., f = 4.298 hz. (f >= 1, Rigid structure) Gust Factor, G = 0.850 (Sect. 26.9) Design Net External Wind Pressures (Sect. 27.4): p = qz*G*Cp - qi*(+/-GCpi) for windward wall (psf), where: qi =qh (Eq. 27.4-1) p = qh*G*Cp - qi*(+/-GCpi) for leeward wall, sidewalls, and roof (psf), where: qi = qh (Eq. 27.4-1) 1 of 4 6/19/2018 12:01 PM "ASCE710W.xls" Program Version 2.2 Normal to Ridge Wind Load Tabulation for MWFRS - Buildings f Any Height Surface z Kz qz Cp p = Net Desic n Press. (psf) (w/ +GCpi) (w/ -GCpi) (ft.) (psf) Windward Wall 0 0.85 24.43 0.80 12.21 21.01 'SE 2 For z = he: 12.50 0.85 24.43 0.80 12.21 21.01 For z = h 12.50 0.85 24.43 0.80 1221 21.01 Leeward Wall All - - -0.44 -13.48 -4.69 Side Walls All - -0.70 -18.93 -10.14 Roof (zone #1) cond. 1 - - -0.90 -23.09 -14.29 Roof (zone #1) cond. 2 - - -0.18 -813 0.66 Roof (zone #2) cond. 1 - - -0.90 -23.09 -14.29 Roof (zone #2) cond. 2 - -0.18 -8.13 0.66 Roof (zone #3) cond. 1 - -0.50 -14.78 -5.99 Roof (zone #3) cond. 2 - - -0.18 -8.13 0.66 Roof (zone #4) cond. 1 - - - -0.30 -10.63 -1.83 Roof (zone #4) cond. 2 - - -0.18 -8.13 0.66 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 2. Per Code Section 27.4.7, the minimum wind load for MWFRS shall not be less than 16 psf. 4. Roof zone #1 is applied for horizontal distance of 0 to h/2 from windward edge. 5. Roof zone #2 is applied for horizontal distance of h/2 to h from windward edge. 6. Roof zone #3 is applied for horizontal distance of h to 2*h from windward edge. 7. Roof zone #4 is applied for horizontal distance of > 2*h from windward edge. 2 of 4 6/19/2018 12:01 PM "ASCE710W.xis" Program Version 2.2 Determination of Gust Effect Factor, G: Is Building Flexible? No f -1 Hz. 1: Simplified Method for Rigid Buildin G=1 0.850 Parameters Used in Both Item #2 and Item #3 Calculations (from Table 26.9-1) a^ = 0.105 b^ = 1.00 a(bar) = 0.154 b(bar) = 0.65 C = 0.20 (= 500 ft. r(bar) = 0.200 z(min) = 15 Ift. Calculated Parameters Used in Both Rigid and/or Flexible Building Calculations: z(bar) = 15.00 = 0.6*h , but not < z(min) , ft. Table 26.9-1 Iz(bar) = 0.228 = c*(33/z(bar))^(1/6) , Eq. 26.9-7 Lz(bar) = 427.06 = / *(z(bar)/33)A(e(bar)) , Eq. 26.9-9 gq = 3.4 (3.4, per Sect. 26.9.4) gv = 3.4 (3.4, per Sect. 26.9.4) gr = 4.524 = (2*(LN(3600*0))^(1/2)+0.577/(2*LN(3600*f))^(1/2) , Eq. 26.9-11 Q=I 0.942 = (1/(1+0.63*((B+h)/Lz(bar))^0.63))^(1/2) , Eq. 26.9-8 2: Calculation of G for Rigid Building G = 0.894 = 0.925*((1+1.7*gq*lz(bar)*Q)/(1+1.7*gv*lz(bar))) , Eq. 26.9-6 Calculation of Gf for Flexible Building R= Ct = T= f= V(fps) _ V(bar,zbar) _ N1 = Rn = qh = Rh = qb = RB = qd = RL = R= Gf = Use: G = N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. 0.850 Damping Ratio Period Coefficient = Ct*h^(3/4) , sec. (Approximate fundamental period) = 1/T , Hz. (Natural Frequency) = V(mph)*(88/60) , ft./sec. = b(bar)`(z(bar)/33)^(a(bar))'V'(88/60) , tt./sec. , Eq. 26.9-16 = f*Lz(bar)/(V(bar,zbar)) , Eq. 26.9-14 = 7.47*N1/(1+10.3*N1)^(5/3) , Eq. 26.9-13 = 4.6*f*h/(V(bar,zbar)) = (1/rah)-1/(2*rah^2)*(1-e^(-2*qh)) for qh>O, or = 1 for rah=0 ,Eq. 26.9-15a, b = 4.6*f*B/(V(bar,zbar)) =(1/qb)-1/(2*qb^2)*(1-e^(-2*,lb)) for qb>O, or = 1 for rib=O,Eq. 26.9-15a, b = 15.4*f*L/(V(bar,zbar)) = (1/qd)-1/(2*rid^2)*(1-e^(-2*rtd)) for nd>O, or =I for rid=0 ,Eq. 26.9-15a, b = ((1/p)*Rn*Rh*RB*(0.53+0.47*RL))^(1/2) , Eq. 26.9-12 = 0.925*(1+1.7*lz(bar)*(gq^2*Q^2+gr^2*R^2)^(1/2))/(1+1.7*gv*lz(bar)) , Eq. 26.9-10 3 of 4 6/19/2018 12:01 PM Design Maps Summary Report Page l of 1 idrg U= Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code ,which utilizes USGS hazard data available in 2008) Site Coordinates 39.787460N, 105.11613°W Site Soil Classification Site Class B — "Rock" Risk Category I/II/III 3 E d€:I .287. 'Fedefal Heights, = ' We s6 in ster +Cpmmerce city krAda Fn Wheat Ridge Gaiderr ',$ AiO tiN T�Gty EEc.AI.E u Aura ` 1 WF _-A 0 Lalew ood USGS—Provided Output SS = 0.191 g SMs = 0.191 g Sos = 0.127 g S3 = 0.060 g SM, = 0.060 g Sox = 0.040 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. "t-, 'es..,,-rse S;:cc _' _J-nles i ?eso tse ';: vz: .im Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or, implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://earthquake.usgs.gov/cn I/desi(y"nnmaps/us/summary.php?template=minimal&latitud... 12/20/2017 "ASCE710E.xls" Program Version 2.1 SEISMIC BASE SHEAR AND VERTICAL SHEAR DISTRIBUTION Per IBC 2012 and ASCE 7-10 Specifications Using Equivalent Lateral Force Procedure for Regular Multi -Level Building/Structural Systems Job Name: JRMBC I Sub ect: Electr. Bld . Job Number: 2017-3259-004 1 Originator: I MPS I Checker: Input Data: Risk Category = Importance Factor, I = Soil Site Class = Location Zip Code = Spectral Accel., Ss = Spectral Accel., Sl = Long. Trans. Period, TL = Structure Height, hn = Actual Calc. Period, Tc = Seismic Resist. System = No. of Seismic Levels = Results: II IBC 2012, Table 1604.5, page 336 1.00 ASCE 7-10 Table 1.5-2, page 5 *—Flo C ASCE 7-10 Table 20.3-1, page 204 - Fs 80202 —F8 0.191 ASCE 7-10 Figures 22-1 to 22-11 —F7 0.060 ASCE 7-10 Figures 22-1 to 22-11 —F6 4.000 sec. ASCE 7 Fig's. 22-12 to 22-18 — F5 12.500 ft. hn F4 0.000 sec. from independent analysis F3 B18 Ordinary reinforced masonry shear F2 walls (ASCE 7-10 Table 12.2-1) f Fi hx Seismic Level x Height, hx (ft.) Weight, Wx (kips) 1 12.000 0.87 V = Cs'W = F(Fi) = 0.07 kips Seismic Base Shear (Regular Bldg. Configurations Only) Total Weight, W = EWx = 0.87 kips (ASCE 7-10 Section 12.7.2) Site Coefficients: Fa = 1.200 ASCE 7-10 Table 11.4-1, page 66 Fv =1 1.700 JASCE Table 11.4-2, page 66 SMS = 0.229 SMS = Fa`Ss, ASCE Eqn. 11.4-1, page 65 SMi = 0.102 SMi = Fv`Si, ASCE Eqn. 11.4-2, page 65 SIDS = 0.153 SIDS = 2'SMs/3, ASCE 7-10 Eqn. 11.4-3, page 65 SDi = 0.068 SDi = 2'SMi/3, ASCE Eqn. 11.4-4, page 65 ued:) 1 of 2 6/19/2018 12:03 PM "ASCE710E.xls" Program Version 2.1 Category(for SDS) = A ASCE 7-10 Table 11.6-1, page 67 Category(for SD1) = B ASCE 7-10 Table 11.6-2, page 67 Use Category = B Most critical of either category case above controls Period Coefficient, CT = 0.020 ASCE 7-10 Table 12.8-2, page 90 Period Exponent, x = 0.75 ASCE 7-10 Table 12.8-2, page 90 Approx. Period, Ta = 0.133 sec., Ta = CT*hn^(x), ASCE 7-10 Section 12.8.2.1, Eqn. 12.8-7 Upper Limit Coef., Cu = 1.700 ASCE 7-10 Table 12.8-1, page 90 Period max., T(max) = 0.226 sec., T(max) = Cu*Ta, ASCE 7-10 Section 12.8.2, page 90 Fundamental Period, T =1 0.133 sec., T = Ta - Cu*Ta, ASCE 7-10 Section 12.8.2, page 90 Response Mod. Coef., R = 2 ASCE 7-10 Table 12.2-1, pages 73-75 Overstrength Factor, Qo = 2.5 ASCE 7-10 Table 12.2-1, pages 73-75 Defl. Amplif. Factor, Cd = 2 ASCE 7-10 Table 12.2-1, pages 73-75 CS = 0.076 CS = SDs/(R/I), ASCE 7-10 Section 12.8.1.1, Eqn. 12.8-2 CS(max) = 0.256 For T -TL, CS(max) = SD1/(T*(R/1)), ASCE 7-10 Eqn. 12.8-3 CS(min) = 0.010 CS(min) = 0.044*SDS*I - 0.01, ASCE 7-10 Eqn. 12.8-5 Use: Cs = 0.076 CS(min) - CS - CS(max) Seismic Base Shear: USE 8% TOTAL DEAD LOAD V = 0.07 kips, V = CS*W, ASCE 7-10 Section 12.8.1, Eqn. 12.8-1 Seismic Shear Vertical Distribution: Distribution Exponent, k = 1.00 k = 1 for T<=0.5 sec., k = 2 for T-2.5 sec. k = (2-1)*(T-0.5)/(2.5-0.5)+1, for 0.5 sec. < T < 2.5 sec. Lateral Force at Any Level: Fx = Cvx*V, ASCE 7-10 Section 12.8.3, Eqn. 12.8-11, page 91 Vertical Distribution Factor: Cvx = Wx*hx^k/(EWi*hi^k), ASCE 7-10 Eqn. 12.8-12, page 91 Seismic Level x Weight, Wx (kips) hx^k (ft.) Wx*h^k (ft -kips) Cvx (%) Shear, Fx (kips) I Story Shears 1 0.87 12.000 10.4 1.000 0.07 0.07 E = 0.87 10.4 1 1.000 1 0.07 2 of 2 6/19/2018 12:03 PM ELECTR. BLDG. ROOF FRAMING W8x10 Roof Joist Lr = 20.00 Psf Loads Area 0.00 Psf Roofing 6.00 Psf Insulation 3.00 Psf Metal Deck 2.50 Psf M/E/Lighting/Sprinkler 4.00 Psf Beam 2.50 Psf total dead load D = 18.00 Psf Live Roof Load Lr = 20.00 Psf Live Load L = 0.00 Psf Roof Snow load S = 30.00 Psf Lateral Wind on wall W = 22.00 Psf Lateral Seismic E = 8% Dead load W8x10 Bm. Loads Tributary width = 4.334 ff Span = 20.667 a D Lr S 0.018 0.020 0.030 Ksf 8" Masonry Wall loads Vertical Reaction from W8X10 Bm D Lr S Support #1 0.910 0.896 1.334 Kips Support #2 0.910 0.896 1.334 Kips Lateral Wind on wall W = 22 Psf Lateral Seismic on wall E = 0.153 ....Sds per ASCE Lateral Seismic W8X10 E = 0.073 Kips 8% Dead Wall Footing Tributary Height = 15 n Wt. CMU wall = 58 Psf Wt. CMU total wall = 0.870 Klf D Lr S 1.056 0.207 0.310 Kips zrti TOP OF CMU WALL EL. 12T-8' BEARING PL 5P1 sn m TORP EL I ZT-0' (TP THIS WA. i W8x10 Beams 9' (203( - OPENING FOR HVAC DUCIWOU. COORDINATE FINAL SIZE AND LOCATION W11TM UNIT SELECTION L®j al !85341 (2031 (8128( 6 SPACES 0 4'4' 4' q' (102} BEARING PL BPI !1821 TOBP EL 126'4' (TVP THIS WALL) n TOP OF CMU WALL EL, 127'-0" u� 24 G4 1%" TYPE D GALVANIZED DICK itW 0 3 _ 0 Sx 8' CMU (BELOW).] TOP OF CMU WALL EL. 12T-8' BEARING PL 5P1 sn m TORP EL I ZT-0' (TP THIS WA. i W8x10 Beams 9' (203( - OPENING FOR HVAC DUCIWOU. COORDINATE FINAL SIZE AND LOCATION W11TM UNIT SELECTION L®j al Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Description : ELECTR BLDG W800 ROOF FRAMING CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2018 Material Properties Analysis Method : Allowable Strength Design Beam Bracing: Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg. Printed: 19 JUN 2018. 12 29P File = P:\2017\32591004\03-C4L6S\STRUCT\fW4 Foundations\ELECTR BMG\ELECTR BLDG.ec6 Fy : Steel Yield E: Modulus : e D(0 078012) LrtO._08668) S(0-1300 W8x10 Span = 20-667 ft 50.0 ksi 29,000.0 ksi Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0180, Lr = 0.020, S = 0.030 ksf, Tributary Width = 4.334 ft DESIGN SUMMARY . 6 • Maximum Bending Stress Ratio = 0.532: 1 Maximum Shear Stress Ratio = 0.084 : 1 Section used for this span W8x10 Section used for this span W8x10 Ma: Applied 11.641 k -ft Va : Applied 2.253 k Mn / Omega: Allowable 21.870 k -ft Vn/Omega : Allowable 26.826 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 10.334ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.599 in Ratio = 413>=360 Max Upward Transient Deflection 0.000 in Ratio = ^v <360 Max Downward Total Deflection 1.007 in Ratio = 246 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L = 20.67 ft 1 0.215 0.034 4.70 4.70 36.52 21.87 1.00 1.00 0.91 40.24 26.83 +D+L+H Dsgn. L = 20.67 ft 1 0.215 0.034 4.70 4.70 36.52 21.87 1.00 1.00 0.91 40.24 26.83 +D+Lr+H Dsgn. L = 20.67 ft 1 0.426 0.067 9.33 9.33 36.52 21.87 1.00 1.00 1.81 40.24 26.83 +D+S+H Dsgn. L = 20.67 ft 1 0.532 0.084 11.64 11.64 36.52 21.87 1.00 1.00 2.25 40.24 26.83 +D+0.750Lr+0.750L+H Dsgn. L = 20.67 ft 1 0.374 0.059 8.17 8.17 36.52 21.87 1.00 1.00 1.58 40.24 26.83 +D+0.750L+0.750S+H Dsgn. L = 20.67 ft 1 0.453 0.071 9.91 9.91 36.52 21.87 1.00 1.00 1.92 40.24 26.83 +D+0.60W+H Dsgn. L = 20.67 ft 1 0.215 0.034 4.70 4.70 36.52 21.87 1.00 1.00 0.91 40.24 26.83 +D+0.70E+H Dsgn. L = 20.67 ft 1 0.215 0.034 4.70 4.70 36.52 21.87 1.00 1.00 0.91 40.24 26.83 +D+0.750 Lr+0.750L+0.450W+H Dsgn. L = 20.67 ft 1 0.374 0.059 8.17 8.17 36.52 21.87 1.00 1.00 1.58 40.24 26.83 +D+0.750 L+0.750S+0.450W+H Dsgn. L = 20.67 ft 1 0.453 0.071 9.91 9.91 36.52 21.87 1.00 1.00 1.92 40.24 26.83 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 20.67 It 1 0.453 0.071 9.91 9.91 36.52 21.87 1.00 1.00 1.92 40.24 26.83 +0.60D+0.60W+0.60H Dsgn. L = 20.67 ft 1 0.129 0.020 2.82 2.82 36.52 21.87 1.00 1.00 0.55 40.24 26.83 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg. Printed: 19 JUN 2018 12 29P File = P:\2017132591004103-CALCSISTRUCT\TriMer Foundations\ELECTR BLDG\ELECTR BLDG.ec6 Description : ELECTR BLDG W8x10 ROOF FRAMING Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +0.60D+0.70E+0.60H Dsgn. L = 20.67 It 1 0.129 0.020 2.82 2.82 36.52 21.87 1.00 1.00 0.55 40.24 26.83 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. '+' Defl Location in Span +D+S+H 1 1.0066 10.393 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.253 2.253 Overall MINimum 0.546 0.546 +D+H 0.909 0.909 +D+L+H 0.909 0.909 +D+Lr+H 1.805 1.805 +D+S+H 2.253 2.253 +D+0.750Lr+0.750L+H 1.581 1.581 +D+0.750L+0.750S+H 1.917 1.917 +D+0.60W+H 0.909 0.909 +D+0.70E+H 0.909 0.909 +D+0.750Lr+0.750L+0.450W+H 1.581 1.581 +D+0.750L+0.750S+0.450W+H 1.917 1.917 +D+0.750L+0.750S+0.5250E+H 1.917 1.917 +0.60D+0.60W+0.60H 0.546 0.546 +0.60D+0.70E+0.60H 0.546 0.546 D Only 0.909 0.909 Lr Only 0.896 0.896 L Only S Only 1.344 1.344 W Only E Only H Only Steel Section Properties W8x10 Depth = 7.890 in I xx = 30.80 in14 J = 0.043 in14 Web Thick = 0.170 in S xx 7.81 in13 Cw = 30.90 in16 Flange Width = 3.940 in R xx = 3.220 in Flange Thick = 0.205 in Zx = 8.870 in13 Area = 2.960 in12 I yy = 2.090 in14 Weight = 10.000 plf S yy = 1.060 in13 Wno = 7.570 inA2 Kdesign = 0.505 in R yy = 0.841 in Sw = 1.530 inA4 K1 = 0.500 in Zy = 1.660 in13 Qf = 1.480 in13 its = 1.010 in Qw = 4.290 inA3 Ycg = 3.945 in r-, 121, CMU 00 8" CMU #5 BARS 32° OC FILL OPEN CORES WITH LOOSE PERLITE INSULATION 8" CMU Wall Title Block Line 1 Project Title: RMBC You can change this area Engineer: MPS using the "Settings" menu item Project ID: 2017-3259-001 and then using the "Printing & Project Descr: Electr. Bldg. Title Block" selection. Title Block Line 6 Printed: 19 JUN 2018, 12:27PM Mason Slender Wall File = P:\2017\3259\004\03-CALLS\STRU(T\T Mer Foundations\ELECTRBLDG\ELECTRBL5G.ec6 y KW -06007867 Description : ELECT BLDG - 8" MASONRY WALL Code References Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2018 General Information Construction Type: Grouted Hollow Concrete Masonry Fm = 1.50 ksi Nom. Wall Thickness Fy - Yield = 60.0 ksi Actual Thickness Fr - Rupture = 61.0 psi Rebar "T distance Em = fm' = 900.0 Lower Level Rebar ... Max % of P bal. = 0.1116 Bar Size # Grout Density = 140 pcf Bar Spacing Block Weight Normal Weight Wall Weight = 58.0 psf Wall is grouted at rebar cells only One -Story Wall Dimensions A Clear Height = 12.0 ft B Parapet height = ft B Wall Support Condition Top Pinned, Bottom F Vertical Loads Vertical Concentrated Loads ... (Applied to cull "Strip Width") Beam Load #1 Eccentricity 2.0 in Dist. from Base 12.0 ft Lateral Loads Wind Loads: Full area WIND load 22.0 psf D Lr Point Lateral Load A Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 8 in Temp Diff across thickness = deg F 7.625 in Min Allow Out -of -plane Defl Ratio = 0 3.8125 in Minimum Vertical Steel % = 0.0020 5 32 in DL: Dead Lr: Roof Live 0.910 0.8960 Seismic Loads: Wall Weight Seismic Load Input Method SDS Value per ASCE 12.11.1 Fp = Wall Wt. ' 0.06120 = L E W 0.0690 k Roof Attachment Floor Attachment Lf : Floor Live S: Snow 1.334 ASCE seismic factors entered SDs *1 = 0.1530 3.550 psf Height ft M W: Wind k (Applied to full "STRIP Width') Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Masonry Slender Wall Description : ELECT BLDG - 8" MASONRY WALL DESIGN SUMMARY Governing Load Combination ... PASS Moment Capacity Check +1.20 D+0.50 L+0.50S+W+1.60 H PASS Service Deflection Check +D+S+H PASS Axial Load Check +1.20 D+0.50 L+0.50S+W+1.60 H PASS Reinforcing Limit Check Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg. Printed: 19 JUN 2018, 12:27PM = P:\201713259\004103-CALCS\STRUCTITHMer FoundationslELECTR BLDGIELECTR BLDG.ec6 Results reported for "Strip Width" of 4.334 in Actual Values ... Allowable Values .. . Maximum Bending Stress Ratio = 0.7488 Max Mu -0.5071 k -ft Phi ` Mn 0.6773 k -ft Actual Defl. Ratio U 2,309 Allowable Defl. Ratio 150 Max. Deflection 0.06237 in Max Pu I Ag 152.888 psi Max. Allow. Defl. 0.960 in Location 0.20 ft 0.2 `fm 300.0 psi Controlling Aslbd 0.002541 Aslbd ®.1116 rho bal 0.1116 Maximum Reactions ... for Load Combination.... Top Horizontal +D+S+H 0.03985 k Base Horizontal W Only 0.05960 k Vertical Reaction +D+S+H 2.495 k Design Maximum Combinations - Moments Results reported for "Strip Width" = 12 in. Axial Load Moment Values 0.6 " Load Combination Pu 0.2*fm'b`t Mcr Mu Phi Phi Mn As As Ratio rho bal k k k -ft k -ft n12 +1.40D+1.60H at 10.80 to 11.20 3.625 17.640 0.46 0.51 0.90 2.76 0.116 0.0025 0.1103 +1.20D+0.50Lr+1.60L+1.60H at 10.80 to 11. 4.348 17.640 0.46 0.62 0.90 2.92 0.116 0.0025 0.1100 +1.20D+1.60L+0.50S+1.60H at 10.80 to 11.2 4.954 17.640 0.46 0.72 0.90 3.06 0.116 0.0025 0.1098 +1.20D+1.60Lr+0.50L+1.60H at 10.80 to 11. 7.077 17.640 0.46 1.05 0.90 3.53 0.116 0.0025 0.1090 +1.20D+1.60Lr+0.50W+1.60H at 10.80 to 11. 7.077 17.640 0.46 1.09 0.90 3.53 0.116 0.0025 0.1090 +1.20D+0.50L+1.60S+1.60H at 10.80 to 11.2 9.018 17.640 0.46 1.35 0.90 3.95 0.116 0.0025 0.1083 +1.20D+1.60S+0.50W+1.60H at 10.80 to 11.2 9.018 17.640 0.46 1.38 0.90 3.95 0.116 0.0025 0.1083 +1.20D+0.50Lr+0.50L+W+1.60H at 0.00 to 0. 0.000 17.640 0.46 1.32 0.90 1.88 0.116 0.0025 0.1116 +1.20D+0.50L+0.50S+W+1.60H at 0.00 to 0.4 0.000 17.640 0.46 1.40 0.90 1.88 0.116 0.0025 0.1116 +1.20D+0.50L+0.70S+E+1.60H at 10.80 to 11 5.693 17.640 0.46 0.86 0.90 3.23 0.116 0.0025 0.1095 +0.90D+W+0.90H at 0.00 to 0.40 0.000 17.640 0.46 0.64 0.90 1.88 0.116 0.0025 0.1116 +0.90D+E+0.90H at 10.80 to 11.20 2.330 17.640 0.46 0.35 0.90 2.45 0.116 0.0025 0.1108 Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl. Ratio k (-ft k -ft m^4 in14 in +D+H at 7.60 to 8.00 2.775 0.46 0.20 342.40 30.72 342.400 0.008 17,299.3 +D+L+H at 7.60 to 8.00 2.775 0.46 0.20 342.40 30.72 342.400 0.008 17,299.3 +D+Lr+H at 8.80 to 9.20 5.186 0.46 0.56 342.40 36.24 46.052 0.037 3,859.4 +D+S+H at 8.80 to 9.20 6.399 0.46 0.73 342.40 38.84 41.779 0.062 2,308.9 +D+0.750Lr+0.750L+H at 8.80 to 9.20 4.566 0.46 0.44 342.40 34.87 342.400 0.023 6,274.1 +D+0.750L+0.750S+H at 8.80 to 9.20 5.475 0.46 0.61 342.40 36.87 43.285 0.043 3,317.0 +D+0.60W+H at 7.20 to 7.60 2.798 0.46 0.31 342.40 30.78 342.400 0.014 10,491.8 +D+0.70E+H at 7.60 to 8.00 2.775 0.46 0.23 342.40 30.72 342.400 0.009 15,422.8 +D+0.750Lr+0.750L+0.450W+H at 8.00 to 8.4 4.612 0.46 0.58 342.40 34.97 42.820 0.041 3,554.6 +D+0.750L+0.750S+0.450W+H at 8.40 to 8.80 5.499 0.46 0.71 342.40 36.92 40.105 0.060 2,419.5 +D+0.750L+0.750S+0.5250E+H at 8.80 to 9.2 5.475 0.46 0.63 342.40 36.87 42.025 0.046 3,110.7 +0.60D+0.60W+0.60H at 7.20 to 7.60 1.679 0.46 0.24 342.40 28.04 342.400 0.010 13,823.8 +0.60D+0.70E+0.60H at 7.60 to 8.00 1.665 0.46 0.15 342.40 28.01 342.400 0.006 24,022.7 D Only at 7.60 to 8.00 2.775 0.46 0.20 342.40 30.72 342.400 0.008 17,299.3 Lr Only at 7.60 to 8.00 2.481 0.46 0.20 342.40 30.02 342.400 0.008 17,579.2 Title Block Line 1 0.00 You can change this area 0.00 using the "Settings" menu item 0.000 and then using the "Printing & 0.46 Title Block" selection. 342.40 Title Block Line 6 342.400 Masonry Slender Wall 10,060.2 KW -06007867 0.22 Description : ELECT BLDG - 8" MASONRY WALL 23.68 0.000 S Only at 8.00 to 8.40 3.694 W Only at 6.80 to 7.20 0.000 E Only at 6.80 to 7.20 0.000 Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg. Printed 19 JUN 2018, 12:27PM File - P:\2017132591004\03ZC LCS\STRUCT\TriMer Foundations\ELECTR BLDG\ELECTR BLDG.ec6 0.00 0.00 0.00 0.00 0.000 0.000 0.0 0.46 0.32 342.40 32.88 342.400 0.014 10,060.2 0.46 0.22 342.40 23.68 342.400 0.009 15,615.6 0.46 0.04 342.40 23.68 342.400 0.001 96,783.6 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Masonry Slender Wall File= KW -06007867 Deflections Description : ELECT BLDG - 8" MASONRY WALL I effective Design Maximum Combinations - Deflections m^4 in^4 Axial Load Moment Values Load Combination Pu Mcr Mactual k k -ft 0.000 0.00 0.00 Reactions - Vertical & Horizontal Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750 Lr+0.7 50 L+0.450 W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Base Horizontal 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.1 k 0.0 k 0.1 k 0.1 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.1 k 0.0 k 0.0 k Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg. Printed: 19 JUN 2018. 12:27PM FoundationslELECTR BLDGIELECTR Results reported for "Strip Width" = 12 in. Stiffness Deflections I gross I cracked I effective Deflection Defl. Ratio m^4 in^4 in^4 0.00 0.00 0.000 0.000 0.0 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.02 k 1.161 0.02 k 1.161 0.03 k 2.057 k 0.04 k 2.495 k 0.04 k 1.833 < 0.04 k 2.162 k 0.00 k 1.161 k 0.01 k 1.161 k 0.01 k 1.833 k 0.01 k 2.162 k 0.03 k 2.162 k 0.01 k 0.697 k 0.01 k 0.697 k 0.02 k 1.161 k 0.02 k 0.896 k 0.00 k 0.000 k 0.03 k 1.334 k 0.04 k 0.000 k 0.01 k 0.000 < 0.00 k 0.000 k CONCRETE FLOOR SLAB I'DLn BENT #5 BARS 24" L @ 32" O.C. - F 114, 24" [305; #5 BARS @ 32" O.C. APPROXIMATE FINISHED GRADE M DUR-O-WALL LADDER BENT #5 BARS TYPE REINFORCEMENT @ 16" O.C.J 3211 @24" O,C, VERTICALLY 14" 1 co e 3„ - - (3) CONT, #5 BARS - [76] CSR, #3 BARS @ 24" O,C, (TYP) l,_0.. yl_6i1 [305; -305] [305- T-O" 305:T-0 , _914] 3'-0" x 1'-3" Footing Title Block Line 1 Project Title: RMBC You can change this area Engineer: MPS using the "Settings" menu item Project ID: 2017-3259-001 and then using the "Printing & Project Descr. Electr. Bldg. Title Block" selection. Title Block Line-6- Printed: 19 JUN 2018, 11 57AM Wall Footing File = P:\2017\3259\004\03-CALCS\STRUCT\TdMer Foundations\ELECTR BLDG\ELECTR BLDG.ec6 8.11 •' • • Description : EXTERIOR WALL FOOTING - ELECTR. BLDG Code References Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 _ Load Combinations Used : IBC 2018 General Information Material Properties Soil Design Values f : Concrete 28 day strength = 4.0 ksi Allowable Soil Bearing = 2.0 ksf fy : Rebar Yield = 60-0 ksi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Reference Depth below Surface = ft Min Steel % Bending Reinf. = Allow. Pressure Increase per foot of depth = ksf Min Allow % Temp Reinf. = 0.00180 when base footing is below = ft Min. Overturning Safety Factor = 1.0: 1 Increases based on footing Width Min. Sliding Safety Factor = 1.0: 1 Allow. Pressure Increase per foot of width = ksf AutoCalc Footing Weight as DL Yes when footing is wider than = ft Dimensions Footing Width Wall Thickness Wall center offset from center of footing Applied Loads P: Column Load OB : Overburden V -x M-zz Vx applied 3.0 ft = 12.0 in 0 in Adjusted Allowable Bearing Pressure = Reinforcing Footing Thickness = 15.0 in Bars along X -X Axis Rebar Centerline to Edge of Concrete... Bar spacing at Bottom of footing = - 3.0 in Reinforcing Bar Size D Lr 1.056 0.2070 in above top of footing -_X X S—r— Ccokv,g to «Z L S W E 0.310 0.20 2.0 ksf 1 10.00 # 5 k ksf k k -ft Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 _ Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg. Printed: 19 JUN 2018, 11 57AM Wall Footing File =P:12017132591004\03-CALCMTRUCTMMer FoundationslELECTRBLDGIELECTRBLDG.ec6 ■ Description : EXTERIOR WALL FOOTING - ELECTR. BLDG DESIGN SUMMARY - • Factor of Safety Item Applied Capacity Governing Load Combination PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS nla Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.3537 Soil Bearing 0.7074 ksf 2.0 ksf +D+0.750L+0.750S+0.5 PASS 0.03110 Z Flexure (+X) 0.6105 k -ft 19.630 k -ft +1.20D+1.60L+0.50S+1 PASS 0.01215 Z Flexure (-X) 0.2385 k -ft 19.630 k -ft +0.90D+E+0.90H PASS n/a 1 -way Shear (+X) 0.0 psi 94.868 psi n/a PASS 0.0 1 -way Shear (-X) 0.0 psi 0.0 psi n/a Detailed Results Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc -X +X Ratio +D+H 2.0 ksf 0.0 in 0.5299 ksf 0.5299 ksf 0.265 +D+L+H 2.0 ksf 0.0 in 0.6633 ksf 0.6633 ksf 0.332 +D+Lr+H 2.0 ksf 0.0 in 0.5989 ksf 0.5989 ksf 0.300 +D+S+H 2.0 ksf 0.0 in 0.6333 ksf 0.6333 ksf 0.317 +D+0.750Lr+0.750L+H 2.0 ksf 0.0 in 0.6817 ksf 0.6817 ksf 0.341 +D+0.750L+0.750S+H 2.0 ksf 0.0 in 0.7074 ksf 0.7074 ksf 0.354 +D+0.60W+H 2.0 ksf 0.0 in 0.5299 ksf 0.5299 ksf 0.265 +D+0.70E+H 2.0 ksf 0.0 in 0.5299 ksf 0.5299 ksf 0.265 +D+0.750Lr+0.750L+0.450W+H 2.0 ksf 0.0 in 0.6817 ksf 0.6817 ksf 0.341 +D+0.750L+0.750S+0.450W+H 2.0 ksf 0.0 in 0.7074 ksf 0.7074 ksf 0.354 +D+0.750L+0.750S+0.5250E+H 2.0 ksf 0.0 in 0.7074 ksf 0.7074 ksf 0.354 +0.60D+0.60W+0.60H 2.0 ksf 0.0 in 0.3180 ksf 0.3180 ksf 0.159 +0.60D+0.70E+0.60H 2.0 ksf 0.0 in 0.3180 ksf 0.3180 ksf 0.159 Overturning Stability _ _ Units: k -ft Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ Bot. As Req'd Gvrn. As Actual As Phi*Mn k -ft Side ? or Top ? in12 in12 in12 k -ft Status +1.40D+1.60H 0.3709 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.40D+1.60H 0.3709 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50Lr+1.60L+1.60H 0.6019 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50Lr+1.60L+1.60H 0.6019 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60L+0.50S+1.60H 0.6105 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60L+0.50S+1.60H 0.6105 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60Lr+0.50L+1.60H 0.4565 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60Lr+0.50L+1.60H 0.4565 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60Lr+0.50W+1.60H 0.3732 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60Lr+0.50W+1.60H 0.3732 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50L+1.60S+1.60H 0.484 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50L+1.60S+1.60H 0.484 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60S+0.50W+1.60H 0.4006 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+1.60S+0.50W+1.60H 0.4006 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50Lr+0.50L+W+1.60H 0.4185 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50Lr+0.50L+W+1.60H 0.4185 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50L+0.50S+W+1.60H 0.4271 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50L+0.50S+W+1.60H 0.4271 +X Bottom 0.324 Min Temp % 0.372 19.63 OK Title Block Line 1 Project Title: RMBC You can change this area Engineer: MPS using the "Settings" menu item Project ID: 2017-3259-001 and then using the "Printing & Project Descr: Electr. Bldg. Title Block" selection. Title Block Line 6 Printed 19 JUN 2018 11.57AM Wall Footing File=P:\201713259\004\03-CALCS\STRUCT\TrMerFoundabonsIE CTR BLDG\ELECTR BLDG.ec6 KW -06007867 • ' • i Description : EXTERIOR WALL FOOTING - ELECTR. BLDG +1.20D+0.50L+0.70S+E+1.60H 0.4375 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +1.20D+0.50L+0.70S+E+1.60H 0.4375 +X Bottom 0.324 Min Temp % 0.372 19.63 OK Title Block Line 1 Project Title: RMBC You can change this area Engineer: MPS using the "Settings" menu item Project ID: 2017-3259-001 and then using the "Printing & Project Descr: Electr. Bldg. Title Block" selection. Title Block Line 6 Printed 19 JUN 20118. 11 57AM Wall Footing File =P:\2017\3259\004\03-CALCS\STRU nT Mer Foundations\ELECTRBLDG\ELECTRBLDG.ec6 0.0o :. Description : EXTERIOR WALL FOOTING - ELECTR. BLDG Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ Bot. As Req'd Gvrn. As Actual As Phi*Mn k -ft Side ? or Top ? n12 in"2 in12 k -ft Status +0.90D+W+0.90H 0.2385 -X Bottom 0.324 Min Temp % 0.372 19.63 OK -490D+W+0.90H 0.2385 +X Bottom 0.324 Min Temp % 0.372 19.63 OK +0.90D+E+0.90H 0.2385 -X Bottom 0.324 Min Temp % 0.372 19.63 OK +0.90D+E+0.90H 0.2385 +X Bottom 0.324 Min Temp % 0.372 19.63 OK One Way Shear Units : k Load Combination... Vu @ -X Vu @ +X Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+0.50Lr+1.60L+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+1.60L+0.50S+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+1.60Lr+0.50L+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+1.60Lr+0.50W+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+0.50L+1.60S+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+1.60S+0.50W+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+0.50Lr+0.50L+W+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+0.50L+0.50S+W+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +1.20D+0.50L+0.70S+E+1.60H 0 psi 0 psi 0 psi 94.868 psi 0 OK +0.90D+W+0.90H 0 psi 0 psi 0 psi 94.868 psi 0 OK +0.90D+E+0.90H 0 psi 0 psi 0 psi 94.868 psi 0 OK CHAIN LINK FENCE SEE S17E DRAWINGS TYPICAL #6 @ 12" EACH WAY TOP AND BOTTOM "i [IU67] #6 BARS @ 12" 0,C. BEND 90 DEG, AND LAP WITH FOOTING DESIEL TANK CONTAINMENT RETAINING WALLS Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Cantilevered Retaining Wall Description : Desiel Tank Containment Criteria 1,740 psf OK Retained Height = 4.58 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00 :1 Height of Soil over Toe = 8.00 in Water height over heel = 0.0 ft Vertical component of active Footing Shear @ Heel = Lateral soil pressure options: Allowable = NOT USED for Soil Pressure. Sliding Calcs (Vertical Component NOT Used) NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads - 1,464.1 lbs Surchargge Over Heel 150.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 150.0 psf Used for Sliding & Overturning ....for 1.5 : 1 Stability = Axial Load Applied to Stem ...Height to Bottom = Axial Dead Load = 20.0 lbs Axial Live Load = 150.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Moment..... Allowable Wall Stability Ratios 10,247.5 Overturning = 2.01 OK Sliding = 2.02 OK Total Bearing Load = 2,775 lbs ...resultant ecc. = 9.24 in Soil Pressure @ Toe = 1,740 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,126 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 2.2 psi OK Footing Shear @ Heel = 13.1 psi OK Allowable = 94.9 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,114.4 Itis less 100% Passive Force = - 1,464.1 lbs less 100% Friction Force = 788.6 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Load Factors _ Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Project Title: RMBC Engineer: MPS Project ID: 2017-3259-001 Project Descr: Electr. Bldg, Soil Data _ Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method 0.00 ft Heel Active Pressure = 50.0 psf/fl Toe Active Pressure = 30.0 psf/fl Passive Pressure = 300.0 psf/fl Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Friction Coeff btwn Ftg & Soil = 0.300 Soil height to ignore in = for passive pressure = 12.00 in Lateral Load Applied to Stem User Spec Lateral Load = 0.0 plf ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 22.0 psf Printed: 19 JUN 2018, 1 30PM FounaationslELECTR Calculations per ACI 318-14, ACI 530.11, IBC 2015, CBC 2016, ASCE 7.10 Adjacent Footing Load _ Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil _ 0.0 ft at Back of Wall Rebar Size Poisson's Ratio = 0.300 Stem Construction Top Stem Stem OK Design Height Above Ftg ft= 0.00 Wall Material Above "Ht" = Concrete Thickness in = 8.00 Rebar Size = # 6 Rebar Spacing in = 12.00 Rebar Placed at = User Spec Design Data t/FB +falFa = 0.235 Total Force @ Section lbs = 1,285.3 Moment.... Actual ft -I = 2,410.9 Moment..... Allowable ft -I = 10,247.5 Shear..... Actual psi = 19.5 Shear..... Allowable psi = 94.9 Wall Weight psf = 100.0 Rebar Depth 'd' in = 5.50 Lap splice if above in = 22.20 Lap splice if below in = 9.96 Hook embed into footing in = 9.96 Concrete Data fc psi = 4,000.0 Fy psi = Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Cantilevered Retaining Wall Description : Desiel Tank Containment Footing Dimensions & Strengths Toe Width = 1.17 ft Heel Width = 2.50 - Total Footing Width = 3.67 Footing Thickness = 15.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 4,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Project Title: RMBC Engineer: MPS Project 11D: 2017-3259-001 Project Descr: Electr. Bldg. Footing Design Results .....RESISTING..... Toe Heel Factored Pressure = 2,126 0 psf Mu': Upward = 1,271 0 ft -Ib Mu': Downward = 377 1,798 ft -Ib Mu: Design = 895 1,798 ft -Ib Actual 1 -Way Shear = 2.23 13.08 psi Allow 1 -Way Shear = 94.87 94.87 psi Toe Reinforcing = # 6 @ 12.00 in -55.1 0.64 Heel Reinforcing = # 6 @ 12.00 in Surcharge Over Toe = Key Reinforcing = None Spec'd -75.1 Other Acceptable Sizes & Spacings 756.3 Toe: Not req'd, Mu < S * Fr Added Lateral Load = Heel: Not req'd, Mu < S * Fr Key: No key defined 5.83 Summary of Overturning & Resisting Forces & Moments .....RESISTING..... .....OVERTURNING..... Force Distance Moment Item lbs ft ft -Ib Heel Active Pressure = 850.3 1.94 1,653.0 Surcharge over Heel = 397.6 2.92 1,159.5 Toe Active Pressure = -55.1 0.64 -35.2 Surcharge Over Toe = -78.4 0.96 -75.1 Adjacent Footing Load = 756.3 Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 5.83 1.50 Total = 1,114.4 O.T.M. = 2,702.2 Resistingl0vertuming Ratio = 2.01 Vertical Loads used for Soil Pressure = 2,775.4 lbs Printed: 19 JUN 2018. 1:30PM :LECTR BLDGXELECTR BLDG.ec6 .....RESISTING..... Force Distance Moment lbs ft ft -Ib Soil Over Heel = 924.0 2.75 2,541.4 Sloped Soil Over Heel = Surcharge Over Heel = 275.0 2.75 756.3 Adjacent Footing Load = Axial Dead Load on Stem = 20.0 1.50 30.0 * Axial Live Load on Stem = 150.0 1.50 225.1 Soil Over Toe = 85.6 0.58 49.9 Surcharge Over Toe = 175.1 0.58 102.1 Stem Weight(s) = 458.2 1.50 687.5 Earth @ Stem Transitions = Footing Weight = 687.6 1.83 1,260.6 Key Weight = Vert. Component = Total = 2,625.4 lbs R.M. = 5,427.9 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. STRUCTURAL CALCULATIONS FOR WHEAT RIDGE, CO UCF-500 STRUCTURAL ANALYSIS PREPARED FOR: &'JrimmMer" CORPORATION TRI -MER CORPORATION 1400 MONROE STREET OWOSSO, MICHIGAN 48867 ■ I Eno WWI group SPICER GROUP 230 SOUTH WASHINGTON AVENUE SAGINAW, MICHIGAN 48607 ]roy 4, Cityof May 17, 2018 Wheat COWAUM TM DM"MMT Prepared By: APPROVED ReviewSd for code comntinnssDaniel Zeddies, E.I.T. P u'� ` hn S —Mans Exam_ het„_ Date T� nMo`ve+nrraavwowtMv���a1O1S .w ooh rtaa wot er o permit M. a on aswwd at onr �wwtwt m .ar rl p M tAe eoaarw caam a of «n car orrY�ces rrttewu �„p,,,,y w yre aMaar ro wowte a caecei ehr ro�aa W the rprNiw yarn«a wwrwnd-co narrrrw York Jr., P.E. Date: —�� 2018.05.17 D0 L�OF 51448 moo. '�ll�SSjONAI.E_x 10:55:02 -04'00' UCF-500 STRUCTURAL ANALYSIS SECTION CONTENTS 1. Applied Load Summary................................................................... 3 2. Referenced Drawings...................................................................... 5 3. Analysis Methods............................................................................ 5 4. Results.............................................................................................. 5 5. Appendices...................................................................................... 5 Q:\Proj20l8\I25725SG2018 - Tri -Mer Wheat Ridge\_Report\UCF\Design Report - UCF 500.doc Project: Tri -Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ Date: 5/17/18 ter p Subject: UCF-500 Structural Analysis Page: 3 of 5 1. APPLIED LOAD SUMMARY: Project Location: Wheat Ridge, CO Building Code: International Building Code 2015 WIND LOADS Filter Housing (Taken as Other Structures, Square Tank) Risk Occupancy Category: II Basic Wind Speed: 115 mph Exposure: C KZ: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) 0.98 (25-30 ft.) 1.04 (30-40 ft.) Kms: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.90 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9. 1) Cf: 1.35 (ASCE 7-10, Table 29.5-1, Square Normal to Face) qz: 0.00256*Kz*Kzt*Kd*V2 (ASCE 7-10, Eq. 29.3-1) 25.9 to 31.7 psf Design Wind Pressure: q�*G*CpAf (ASCE 7-10, Eq. 29.5-1) 29.7 to 36.4 psf Filter Support Frame (Taken as Other Structures, Lattice Framework) KZ: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) 0.98 (25-30 ft.) 1.04 (30-40 ft.) K,,: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.85 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9. 1) Cf. 1.8 (ASCE 7-10, Table 29.5-2, Flat Member, 0.1-0.29) qz: 0.00256*K�*KA*Kd*V2 (ASCE 7-10, Eq. 29.3-1) 24.5 to 29.9 psf Design Wind Pressure: qz*G*Cf*Af (ASCE 7-10, Eq. 29.5-1) 37.5 to 45.7 psf Components and Cladding, Rooftop Structures and Equipment for Buildings with h < 60 ft ASCE 30.11 K�: 0.85 (Exposure C, 0-15 ft.) 090 (15-20 ft.) 0.94 (20-25 ft.) Q:\Proj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\UCF\Design Report - UCF 500.doc kaIrWheat , group Project: Tri -Mer Corporation Project No.: 125725SG2018 Ridge, CO By: DPZ Date: 5/17/18 Subject: UCF-500 Structural Analysis Page: 4 of 5 Plugged Hopper: 0.98 (25-30 ft.) 800 OF 1.04 (30-40 ft.) Kn: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.85 (ASCE 7-10, Table 26.6-1) GC,: 1.0 (ASCE 7-10, 29.5. 1) qh: 0.00256*Kz*Kn*Kd*V2 (ASCE 7-10, Eq. 29.3-1) 24.5 to 29.9 psf Design Wind Pressure: qh*(GCr)*Af (ASCE 7-10, Eq. 29.5-2, Minimum Wind Pressure) 24.5 to 29.9 psf EARTHQUAKE LOADS Site Class: D Seismic Design Category: B (ASCE 7-10, Tables 11.6-1 and 11.6-2) I: 1.0 (Table 1.5-1) R: 3.0 (ASCE 7-10, Table 15.4-2, Elevated tanks, vessels, Bins or hoppers on symmetrically braced legs) SDS: 0.201 (USGS Design Map, Attached) SDI: 0.095 (USGS Design Map, Attached) C5: SDS R/! (ASCE 7-10, Eq. 12.8-2) Cs: 0.067 Base Shear: V=C,W (ASCE 7-10, Eq. 12.8-1) Vertical Seismic Effect, Ev 0.2SDSW (ASCE 7-10,12.4.2.2) E,v: 0.04 Qo: 2.0 (ASCE 7-10, Table 15.4-2) Seismic Anchor Design: F = QoE (ACI 318-11, D3.3.4.3) OPERATING LOADS Insulation Dead Load: 3 psf Plugged Hopper: 40 pcf Maximum Temperature: 800 OF Maximum Pressure: -30" water column Filters: 42 lbs each Q:Troj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\UMDesign Report - UCF 500.doc ■ Project: Tri -Mer Corporation Wheat Ridge, CO ■ group Subject: UCF-500 Structural Analysis 2. REFERENCED DRAWINGS: 030377: Assembly UTF 500 with RAW 28686 sht. 401: Sub -Assembly: UCF-500 with 3 Sided Platform 3. ANALYSIS METHODS Design Method: Load Rating Factor Design (LRFD) per AISC Design Code Reference: AISC 14" Edition Design/Analysis Software: RISA -31) Version 15.0.4 Project No.: 125725SG2018 By: DPZ Date: 5/17/18 Page: 5 of 5 4. RESULTS ANALYSIS RESULTS Maximum Plate Stress in UCF Body: 20,447 psi (Plate 20932, LC 3) Utilization Ratio: 0.943 <1.0 = OK Design Check of UCF Body Maximum Utilization Ratio: 0.678 (LL2.5x2.5x3/8, LC 3) < 1.0 = OK Design Check of UCF Frame Maximum Utilization Ratio: 0.809 (L4x4x1/4, LC 3) < 1.0 = OK 5. APPENDICES 1. RISA Output — UCF 500 (Rendered) 2. RISA Output — UCF 500 Load Combinations 3. RISA Output — UCF 500 Plate Stresses 4. RISA Output - UCF 500 Member Design Code Checks 5. RISA Output — UCF 500 Worst Case Member Detail 6. Seismic Loading Information QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\UCF\Design Report - UCF 500.doc Spicer Group DPZ Tri -Mer CCF 500 125725SG2018 UCF 500 - Rendered SK -1 May 17, 2018 at 8:55 AM UTF 500.r3d Load Combinations Company Designer Spicer Group May 17, 2018 111RISAModel Number 125 Che kAM eJob 125725SG2018 Checked By: Name Tri -Mer CCF 500 Load Combinations + OnPratinn Cnnriitinnc Yes 15 - Steel Weight Y (1 1 2 J 1 131 1 121 I l 1 I--, - RISA -31D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 1 T Description r+filter -- —So.PY...SR..._B... T B.,._Fa...B...f Fa ... Fa... B... Fa.._ 1 1.4(Self+eIns plates) Yes 1.4.62C 1a4.B3..1a4.B3F1...B...Fa...B..-._Fa.. _B... 2 1.21DL + Wx IYes Y 1 �Li .2_E 2 1,213 11.217 1 1 14 1 3 1.2DL+Wz Yes Y 1 1.2 2 1.2 3 1.2 8 1 15 1 _ 4 0.9DL + Wx Yes_ _ Y F-1� .9 12 1.9 3 .97 1 16 1 5 0.9DL + Wz Yes Y 1 .9 11 2 .9 3 .9 8 1 17 1 6 1.2DL + Ex + Ey Yesl Y 11 1 1.2 2 1.2 3 1.2 1101 1 1121 1 1181 1 7 1..2DL + Ez + Ey__ Yes Y 1 1.2 2 !1.2 3 1.2 11 1 12 1 19' 1 8 0.9DL + Ex - Ey Yes Y 1 9 2 9 131.9 1101 1.J121 -1 1201 1 9 0.9DL + Ez - E Yes Y 1 .9 2 .9 3 1 .9 11 1 12 -1 21 1 10 DL + Plugged Yes Y 1 1. 2 1 3 1 ---6---[:1 22 1 11 DL + Thermal Yes Y 1 1 2 1 3 1 4 1 23 1 + OnPratinn Cnnriitinnc Yes 15 - Steel Weight Y (1 1 2 J 1 131 1 121 I l 1 I--, - RISA -31D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 1 Envelope Plate/Shell Principal Stresses Company Designer Spicer Group May 17, 2018 AM IIIRISAModel Number keJob 125 Che 125725SG2018 Checked By: Sigma2 ksi] 8.97 Name Tri -Mer CCF 500 Envelope Plate/Shell Principal Stresses 22 1 Plate P20932 maxmax' Sur... T Sigma1 j_ksi] _15-334 LC Sigma2 ksi] 8.97 LC Tau Max [ksil LC An le rad] _ LC Von Mises [ksi] 1 LC max B --I 2.85 5 -.6 9 9 3 9 3227 4 1:725 1 6415 �1 1 -15.832 3 B 8.097 3 .342 121 11.628 3 1.885 9 20.447 3 4 6.555 min 1 2.089 .096 8 -15.159 3 .411 8 -.078 12 778 8 5 P25775 max, T 3.365 113 .316 9 ! 7.33 3 1.604 10 17.985 3 6 16.675 Iminj 34 -5.41 _3_!_... -20.069 3 .16 1771 -.094. 7 �._ .511 871 7 35 36min 37_ 38 max B 20.345 3 _ 6.645 3 6.85 3 1.597 11 _ 17.969 3 8 1 min -.183 9 1 -1.088 13 .17 8 -.049 1 .484 8 9 P25777 max! T 3.412 .329 9 7.334 3 2.143 12 17.978 3 10 min -5.386 -1,-3--- _ -20.055 3 1 .163 1 7 1 .054 9 1.512 8 11 i max g 20.338 3 6.648 3 6.845 3 2.047 12 17.962 3 1 12 _._ min - 179 9 -1.159 13 .158 _ 81 -.003 10 _ 478 8 13 max T 3.406 113 9 7.32 3 2.134 12 17.963 3 ----P25731 14 _ [min -5.405 3 _____312 F--m-04-5-F3 3 .164 7 1 .076 9 513 8 15 max B 20.317 3 6.724 1 3 6.796 3 2.057 12 17.927 3� 16 min -.186 19 -1.136 1131 .17 1 8 1 -.025 10 487 8 17 P25785 max T 3.448 13 .327 9 7.316 3 1.621 11 17.946 3 18 19 _ �m i n :. max B -5.39 1 20.301 3 3 1 -20.023 6.743 3 3 .164 1 6.779 7 1 3 -.131 1.579 -7--T- 11 .509 17.9083 8 20 Imin -.182 9 -1.195 13 .152 8 -.058 4 .479 ---1-8 21 P20929 max T 14.937 13 9.764 3 2.587 3 2.184 12 13138 3 22 1 I min l 1 -.433 1 9 1 -1.062 19 1 .077 1121 -.749 1 5 51 8 23 max B --I 2.85 5 -.6 9 9.295 3 2.051 1 17.376 3 24 mini -.41 1 -15.832 3 .242 8 .22 7 632 8 25 P25776 max T I 18.796 5 5.686 5 6.555 5 1 2.089 12 16.696 _ 5 26 mim -.564 7 1 -2.194 17 1 .176 4 001 5 475 9 _ 28 1 min -5.613 5 -19.061 5 185 8 -.053 10 473 4 47 P25778 max T 18.786 5 5.7 13 6.543 5 1.609 10 16.683 5 _29 301 -,min -.561 7 -2.215 _5_ 7 1 .226 4 L -.002 3 1505 4 31 max B 2.642 13 .758 7 6.725 5 1.543 3 16.958 5 32 1 min -5.6 5---,--- _ -19.05 5�_ .181 8 -.044 4 3.1 9 33 P25732 max', T 1 18.777 5 5.699 5 6.539 5 1.628 10 16.675 5 34 min -.57 1 7 -2.196 _ 17 .176 14 -.012 3 474 1 4 35 36min 37_ 38 max B _ P25786 1max T T min 2.624 -5.692 18.746 -.563 13 1 5 5 7 .752 -19.046.___5_- 5.695 -2.212 7 5 7 6.677 11 5 1.53 5 16.933 5 _ .184 8 -.04 1 .472 T= 6.525 5 2.081 12 _ 16.646 �5 .209 4 .012 5 X04 4 _-YJ 46 rLJOV/L/ .1 1 min 1 1.4JJ 3.767 J,_. _ 9 T -J.LVJIJ -10.813 1 JAL 5 395 J 13 _ .JJO _� .705- .7 ln./4L 9.347 _ _ 3 113 47 I max B 11.674 3 -5.142 13 9.524_ 3 .961 5 16.635_ 3 48 min 3.747 9 -10.813 1 5.402 13 .703 9 1 9.36 A131 49 P24781 max T 2.597 1 -1.906 9 ' 7.603 12' .800 5 9 16.306 12 50 min -2.037 13 -17.22 1121 1.789 19 .348 T 13 1 3.1 9 51 max I B 2.909 3 -1.953 9 8.477 12 805 9 16.468 12 52 Imini 1 1.022 12 -15.933 12_' _ 1.771 9 .303 __. 13 T 3.074 9 53 ! P24783 maxi T 2.587 1 .683 5 7.59 2.351 10 16.295 12 54 min -2.04 12 -17.219 12 _1.3 __.855 5 -.783 1 1 1 2.135 1 5 max B 2.578 1_ 1 -.135 5 8.464 12 2.35 10 16.441 _ 12 55 _ _ min 1.021 _ 12 -15.907 12 .936 3 -.782 1 __ 1.777 n RISA -3D Version 15.0.4 [Q:\ ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 9 Envelope Plate/Shell Principal Stresses (Continued Plate Company Designer Spicer Group May 17, 2018 AM IIIRISAModel Number keJob 125 Che 125725SG2018 Checked By: Von Mises Fksi Name Tri -Mer CCF 500 Envelope Plate/Shell Principal Stresses (Continued Plate Sur.. Sigmal lksil LC Sigma2 fksil LC Tau Max [ksil LC Angle rad LC Von Mises Fksi 8.42 57 P24777 max I T 2.613 1 -.21 5-8.477 12r 2.353 1 __LC 16.465 12 58 min,_ 1.027 12 =15.927 T12I 1.025 3 1 -.769 7 1.935 3 59 max B 2.673 5 ! .787 5 7.565 12 2.355 1 16.289 12 An min _7 111 17 _17 IAA 19 QAQ _ 7RQ 7 7'27w -17.12 61 P24775 _ max T 2.934 3 -1.92 9 8.42 12 .817 1 9 16.349 12 62 P18320 min T 1.031 12 -15.81 12 1.773 9 .296 13 3.075 9 63 max 1I B 2.652 1 -1.854 9 7.503 112 I .82 4 16.167 12 64 max, min 14.804 13 1131 -17.12 1121 1.785 19 1 .346 13 3.092 9 65 P 88335 max T 14.993 13 -1.245 9 8.235 13 __ 1.706 12 15.783 13 66 4.191 min 408 -.048 1 3 -3.416 15 .91 8 1 -.646 1 5 1 1.612 1 8 67 13 max' B 15.629 13 1.207 3 8.123 131 2.31 1 3 15.946 13 68 69 P10909B min max'' T 537 8.847 14, 12 -1.988 1.419 1 2 .292 8.574 3 13 1 .639 2.218 _ 4 12 1.581 14.922 13 13 70 13 min 1.165 5 -10.022 13 .583 5 1 1.321 4 1.166 5 71 7.7 max B 8.924 2 -.453 9 ' 9.068 1131 2.302 4 15.787 13 72 -�minL -785 1 1 1.295 9 1 -10.67 13 .874 9 1.705 11 1.572 9 73 P17569 max T 14.994 13, -.928 5 8.155 13 2099. 3 15.693 13 74 min .307 9 -1.93 1 1 .784 1 9 -.67 11 1.439 9 75 max B 15.362 12 -.673 12 8.018 12 2.109 3 15.71 12 761 =FMin 396 11 -3.135 3 .859 1 9 -.661 1, 1 1 1.516 9 77 --ml P17560 max T ' 15.598 12 -.586 12 8.092 12 2.092 3 15.899 12 Iminj.461 1111 -2.998 3 .845 9 1 -.689 8 -1-.4-9--F-91 80 min 353 9 _-1.87 1 .77 9 1 -.711 4 1.397 9 81 P18320 max T 15.817_ 13 1.098 3 8.157 13 2.287 3 16.071 13 82 min .596 8 1 -1.938 1 .382 3 .669 10 1.619 8 83 max, B 14.804 13 -1.196 8 8.203 I13L 1.709 ' 12 15.666 13 84 min .027 3 -3.314 1 5 1 .915 8 -.656 5 1.61 =8 85 P24785 max T 4.191 5 408 3 7.575 13 2.356 8 15.443 13 86 min -.57 13 -15.72 1131 1.637 13 1 -.785 1 6 3.391 4 87 max B 4.174 5 .238 3 ' 7.69 Ll3 L 2.356 8 15.493 13 88 min. -.223 13 -15.603 13 1.734 -.785 6 3.389 4 89 P24923 max_ T 11 4.146 5 .23 3 7.7 _3 13 2.347 10 15.512 13 90 Imin 1 -.222 13 -15.622 1131 1.722 13 1 -785 1 _ 11 3.4 8 max 93 P25744A 'max T I 15.062 113 21 12 7.432 13 2 083 4 1 d QRA 11 95 _ max B 1 15.116 13_ ..073 5 7.874 1 13 1.408 I 5 15.442 13 11 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 10 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shane Code Check Locrftl LC Shear-_LocfftlDir LC nhi*Pnc ..nhi*Pnt nhi*Mn nhi*Mn Ch Fnn 1 2 Company Designer Spicer Group May 17, 2018 AM 111RISAModel Number keJob 125 Che 125725SG2018 Checked By: 1 .030 029 Name Tri -Mer CCF 500 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shane Code Check Locrftl LC Shear-_LocfftlDir LC nhi*Pnc ..nhi*Pnt nhi*Mn nhi*Mn Ch Fnn 1 2 M141A M139 L4x4x4 L4x4x4 .809 .772 6.9591 7.107 5 3 1 .030 029 0 z 0 z 5 5 20.569 162.532 20.569 62.532 3.138 4.934 3.138 4.934 1 . 1j_ H2-1 -� H2-1 3 4 M5186 __ T M516B LL2.5x2.5x .. LL2.5x2.5x...j 8_78 _ 674 _ 0 0 3 3 052 0 y 1 50.094 112.104 9'617 9.617 3.007 2.27 -lb 3.007 12.27 _Hl H1 -1b 5 M528 L2.5x2.5x6 .597 _ 0 13 .121 .833 y 1 9.811 56.052 1_.512 3.537 21 ... _H2-1 6 M524 I L2.5x2.5x6 .593 0 13 .130 1.833 y 3 9.811 56.052 1.512 3.537 2.1... H2-1 1111F- W r.7/G�)S�El-- '-l:I-:llIIINIIIIIK� rrV�NXI rOA11111111=vJRiIIII 8 1 M529 LL2.5x2.5x... 589 0 1 7.052 0 y 1 50.094 112.1041 9.617 3.007 21•• H1 -1b 9 M521 L2.5x2.5x6 .589 8 1 13 .129 7.167 v 3 9.811 56.0521 1.512 3.537 20... 1-12-1 10 M5173 ILL2.5x2.5x... 1 .588 1 0 1 1 1 .052 1 0 1 y 1 1 150.0941112.104 8 9.617 3.007 2.2•• H1 -1b 11 M522 L2.5x2.5x6 9.811 0 13 121 7.167 V 1 9.811 56.052 1.512 i 3.537 12.1... 1-12-1 12 1 M530 L2.5x2.5x6 .586 .586 8 13 .121 7.167 v 1 9.811 56.052 1.512 3.537 .2.1... H2-1 1.3 M531 L2.5x2.5x6 .580 8.0011 13 .121 7168 V 1 9.809 56.052 1.512 3.537_ 2.0... H2-1 14 M525 I L2.5x2.5x6 580 8 13 .121 7_167 1._. 9.811 56.062 1.512 5.145H1 2.13 H2-1 15 M527 L2.5x2.5x6 580 8 13 .127_ _Ly_ 7.167 3 9.811 56.052 1.512 _3.537 3.537 21.. H2-1 1 16 ---. M493 1 Lox _ 577 - 7.2321 3 002 (14.1... y 1 25.247 62.532 3.138 5.145 1 H2 1 17 MSOF L2.5x2.5x6 F7d R 13 19R R33 v 3 Q R11 5R n57 1 51') 3 R'17 2 1 WO -1 18 M490 L4A 543 (6.936 4 ) .023 1 0 1 z 1 4 25.24762.532 .691 13.138 5.145 11 1 H2-1 19 M491 L4x4x4 .517 7.232 3 .023 0 z 4 25.247 62.532 3.138 5.145H1 L2x2x4 2 1 20 M498I L4x4x4 1 .484 17.5271 '3 .002 114.1... y 1 1 1 9.248 62.5323.138 I L2x2x4 1 4.367 11 .1.. I H2-1 21 M500 L4x4x4 .483 7.527 3 .002 114.1..._y-1 1 9.248 162.532 3.138 4.367 11.. H2-1 . 22 M425A , W6x15 .461 .833 I 3 .219 0 y 1 10 103.221 199.35 16.283 36.695 1 1 1 Hl -lb 7 23 M496 L4X4X4 .44b /.b2/ 3 UU2 14.1... Y 1 9.248 62.532 3.138 4.367 1.1... 1-12-1 24 1 M502 L4x4x4 271 3 1 .002 1 0 1 y 1 1 1 9.248 62.532 1 3.138 1 4.367 11.1 •.. I H2-1 25 M520 L2.5x2.5x6 .415 0 13.028 2 09 z 13 10.539 56.052 ' 1.512 3.537 12.1... H2-1 2R M519R L2.5x2.5x6 4nR 7 719 13 D27 7 i 9 13 1(l 53q r,F n57 1 51 3 537 2-14 H7-1 14.2... 29 M404A L2x2x4 .356 0 I 13 .081 .029 z 13 29.836 30.586, .691 11.577 11.1.. 1-12-1 3-07M489 401 ._ I W6x15 T .334 0 1 3 .010 13.9581 z 1 5 1 145.6791199-35146.283 1 25.247 38.122 2.3•• H1 -1b 31 M403A L2x2x4 .324 0 13 .069 0 v 3 29.836 30.586 .691 1.577 1.4... 1-12-1 32 M518D I L2x2x4 1 42 M148 I. PIPE 1.5 1_ 3 14.714 130.586 .691 1 1.355 1.1•••1 1-12-1 _ 33 344 M426A M142L4x4x4 W6x15 .294 .26-5-'-7.-25 0 61 3 3 .009 3.958 z .002114.2... y 5_ 3--L2--o.5-69-F6-2.532 145.679 1 199.35 116,283 1 38.122 2.29 3.138L=49=34 -F -17H2-1 H1 -1b 35 M 141 C W6x15 .262 0 3 006 2464 5 111.801 199.35 16.283 38.122 16... Hl -la 36 M151 PIPE 1.5 .261 1 0 13 .010 0 1 1 3 117.053 124,268 1.1371 1.137 15... H1 -1a 37 M144A PIPE 1.5 .260 0 13 .012 0 3 17.053 24.268 1.137 11.137 13... H1 -1a 39 M459 L4x4x4 .233 4.7451 3 .003 9.297 V 13 32.812 62.532 3.138 5.486 1 1 H2-1 401 M492 I L4x4x4 1 213 17.0841 3 .002 114.1... jyj 1 25.247 62.532 3.138 5.145 1 H2-1 41 M442 L4x4x4 .210 4.745 3 .010 9297 z 232.812 62.532 3.138 1, 5.486 1 _ 1-12-1 42 M148 I. PIPE 1.5 .197 42671 13 1 .020 0 13_117.053 24.268 1 1.137 1 1.137 12.2••• I H1 -1b 43 i M142B W6x15_ .196 10.751 3 000. 2.464 5 111.801 199.35 16.283 38.122'1.6. H1 -1b- 44 APE PE_1.5 .192 4.267 12 .020 0 13 17.05324.268 1.137 1.137._.12? H1 -1b 45 M146 PIPE 1.5 .191 0 13 .014 0 3 17.053 24.268 1.137 1.137 1.137 20... 11.137 11.8... H1 -1b* I H1-1b*l [17. 46 i M149 PIPE 1.51 .190 0 13 .013 0 -1,3 1[17.053 X24.268 47 M145A PIPE 1.5 .187 0 13 .012 0 3 17.053 24.268 1.137 1.137 1.3.. H1 -1b* 48 M447 W6xl5 .185 _ 10.75 3 .005 12.4641 y 51111.8011199. -3 -5J6. -283-L38.1221 6 •• H1-1 b* 49 M150 PIPE 1.5 .185 0 13 .012 0 3 17.053 24.268 1.137 1.137 13... H1 -1b*' 50 M424A I W6x15 1 .184 09.166 10 I .213 139.9... y 1 10 1103.221 199.351�T,36.695 1 1 H1 -1b 51 M140C W6x15 .181 10.751 3 .005 12464 v 5 111.801 1199.35'16.283 38.122 16... H1 -1b*.' 52 M445 W6x15 .179 10.75 3 .002 0 z 4 111.801 199.3 5 1638.122 1 6••• H1 -1b* 53 54 55 M141 B 1 M140B M 1396 W6x15 I W6x15 W6x15 .177 .176 .174 10.75 10.75 10.75 10 023 10 _ .028 3 005 0 ! 0 y 2464 3 5 5 1'11-801'199.35 111.801 111.801 16.283 38.122 1.6...' H1-1 b* 199.35 16.283 138.122.16••• Hl -11)* 199.35 _! 16.283 38.122 1.6... H 1-1 b* 56 M139A W6x15 .173 _ ,10.75[ 10 2 1 0 v 5, 111.801 5 -16.28 8 33 122 16 - H1-1 b* RISA -31D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 11 Company Designer Number 111RISAModelName Spicer Group 125 125725SG2018 Tri -Mer CCF 500 May 17, 2018 Che AM keJob Checked By: Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) --57 Member M446 a e o e ec p I oc _ _ L ft]�ir _ *-1 . Mn 1 6b••I Eqn H1-1 b' 58 M460 L4x4x4 146 14.6491 3 .02111.8011199.351-16.283138.122 IS 007 0 3 32 812^ 62.532 3.138 1 5.486 1 1 H2-1 59 M51-7 D L2x2x4 .145 2 3 .024 1.25 v 3 24.98 30.586 .691 1.577 1.6... H2-1 60 1 M443 J L4x4x4 .1454.552 2 .010 9.297 z 2 132.8121-62.532 3.138 5.486 1 H2-1 ! 61 M474 W6x15� .138 4.8961, 3 .016 '4.835 V 5 167.725 1199.35 16.283 38,122'1.4... H1 -1b 62 1 M487 I L4x4x4 1 .135 12.7391 3 I .012 7 0 IZI 3 140.643 62.532 X3.138 6.06 11.1••• I H2-1 63 1 M413A L2x2x4 .130 7.835 3 .012 32.7••• V 3 3.07 130.586 .691 11.213 1 H2-1 64 M457 W6x15 .130 _ 5.875 3 .020 4.835 y 3 167.725 199.35 116.283 138.122 12.1••• H1 -1b* 65 M430B W6x15 .128 4.8961 3 .015 4.835 5 167.725 199.35 16.283 38.122 1.4••• H1 -1b 66 _1 M464 I W6x15 .126 14.8961 3 .014 14.835, y T 5 1167.725 199.35 16.28338.122 1.4••• H1 -1b _67 M432A W6x15 .123 4.896 3 .014 4.835 Y 5 167.725 199.35 16.283 38.122 1.4.•• H1 -1b 68 M438 I L4x4x4 1 .123 12.739 3 1 012 1 0 zj 3 140.641_162.5323.138 1 6.06 1 1••• H2-1 69 M519D L2x2x4 .120 .75 13 .017 .75 v 11 24.98 30.586 691 1.577 1-7 ... H2-1 70 M428A W6x15 .118 5.875 3 .018 4.835 y 1 3 67.725 199.35 1-16.283 138.122 2.1 ... H1-1b*1 71 M473 W6x15 _ .117 5.875 10 .026 14.896 v 3 167.725 199.35 16.283 38.122 1.4... H1 -1b* 72 M463 W6x15 1 ._116 5.875 10 .032 4.896' 3 167.725 199.35 16.283 138.122 1.4••• H1-1 b* 73 M488 L4x4x4 .115 2.625 10 .004 0 v 3 40.643 i 62.532 3.138 6.054 11.1... H2-1 74 M431A I W6x15 .114 15.8751 10 1 .032 14.8961 v 1 3 1167.725 119:IG 5 16.283 38.122 .FH1-1b*11 _ -1b*' 75 M429A W6x15 .110 _5.875 10 .027 14.896 3 167.725' 199.35 16.283 138.122 1.46 H1-1 b* 76 M485 L4x4x4 .108 F2-.51 11 5 .011 0 11 5 1 40.638. 62.532 3.138 1 6.06 1.1 ... -H2-1- 77-1 M439 L4x4x4 .104 _ 2.625 10 .004 0 V3 '40.641 .62.532 3.138 6.054 1.1 • • H2-1 78 M450 I L4x4x4 .102 12.5111 5 1 .011 1 0 z1 5 140.641 62.532 3.138 6.059 1.1 ... H2-1 79 M142A W6x15 .101 10.75, 2 .008 '10.75 V 5 111.801 199.35 16.283'38.122 1.6... H1 -1b* 80 M481 I L4x4x4 _ _.100 12.7391 3 1 .011 _ 0____ z 5 140.643 162.532 1 3.138 1 6.0561.1.•• H2-1 M479 L4x4x4 .099 2.5111 5 _. i .011 0 z 5 40.638 62.532 3.138 6.06 1.1... H2-1 __81_ 82 ! M471 I L4x4x4 .099 12,7391 3 x.012 0 z1 340.643 62.5327 3.138 6.056 1.1••• H2-1 83_._ __._ M454 - L4x4x4 .097 2.739 5_. 011 0 z 5 40.643162.532: 3.138 6.056 '1.1 • H2-1 84 1 M519C � PIPE_4.Ox 1 .097 0 31 .010 17.7191 1 3 10927T134.13 14.931 14.931 2.0.., H1 -1b 85 M517C PIPE_4.OX .097 0 3 010 '7.719 3 109.27 134.136 14.931 14.931 '2.0... H1 -1b 86 1 M469 F L4x4x4_ .096 12.511[47t01 2 0 IZI 3 140.638 62.532 3.138 6.06 1.1•.. H2-1 87 M517 PIPE_4.Ox .095 7.719 3 .010 0 3 109.27 1134.136 14.931 14.931 2.11 H1 -1b 88 M517A LPIPE_4.OX .095 17.719=3 I .011 1 0 3 1109.27 1134.136114.931 14.931 12.1... I H1 -1b_ 89 M519 PIPE_4.OX .095 7.7191 3 .010 0 3 109.27 1134.136 14.931 14.931.'21.•. H1 -1b 90 M519A PIPE_4.OX 1 .095 17.7191 3 1 .011 1 0 1 73 1109.27 1134.136114.931 =14.93172.1•.• H1 -1b 91 M484 L4x4x4 .094 0 1 3 .004 8 3 27.708 162.532 1 3.138 6.333 2.0... H2-1_. 92 M452 _ _ L4x4x4 T .094 251 11 5 1 .011 0 Tz 5 40.641 62.532 3.138 6.06 11.1••• H2-1- 93 i M483 L4x4x4 .090 0 5 .004 8 3 27.708 162.532 3.138 1 6.548 2.4 ... H2-1 94 M436 L4x4x4 .084 T 8 3 1 004 I 0 y 3 127.708 62.532 3.138 6.288 1.9••• _ H2-1 95 M444 W6x15 .083 10.751 10 .008 10.75 V 5 111.801 199.35 116.283 38.12211.6... H1 -1b. 96 1 M456 W6x15 .083 1 0 10 .010 4.835 V 5 167.725 199.35 116.283 38.122 2.5,•• H1 -1b _ 97 M503 L4x4x4 .080 7.527" 7 002 '14.1...Y 1 9.248 162.532 3.138 4.367 1.1... H2-1 98 M475 L4x4x4 .076 8 5 1 .003 0 3 27.708 62.532 3.138 5.921 1.5 ... H2-1 99 100 M497 M427A L4x4x4 W6x15 .075 074 7.527 0 7 10 .002 .009 14.1...E :4.8351 5 9.248.62.532 167.725 j 13.138 199.35116.2:83138,122,2.3... 4.367 '1 1••• H2-1 H1 -1b 101 M501 L4x4x4 .074 7.527' 7 _002 0 1 9.248 62.532 3.138 4.367 1.1... H2-1 102 _ M433A _ L4x4x4 073 8 5 _.1 .004 0 y 3 27.708 62.532 3.138 6.581 2 .5 ... H2-1 1.03 M499 L4x4x4 073 17.527 7 .002 14.1... 1 9.248 162.532 3.138 4.367 1.1 ... H2-1 1 104 M516 PIPE_4.OX .071 0 12 1 .008 0 3 109.27 134.136 14.931 14.931 1.0... H1-1b*1 105 M518 PIPE_4.Ox .070 0 12 .008 0 3 109.27 134.136 14.931 14.931 1.0... H1 -1b* 106 M518C_ PIPE aox .067 0 _ 3 .008 7.719 3 109.27 134.136 14.931 14.931 1.9..• H1 -1b 107_ M434 L4x4x4 .065 0 5 .003 7.9993 27.713_ 62.532 3.138 5.939 1.5_3 H2-1 108 M516A PIPE_4.OX 065 _ X7.7191 3 009 0 3 109.27 134.136 14.931 14.931 i2.O 1 H1 -1b 109 47 L4x4x4 3.138 6.466 2.2. - H2-1 �- 110 M516C PIPE 4.ox _ _ 064 0 3 _ .008 ,7•$19 3 109.27 634536 14.931 14.931 1.9... H1 -1b7 11.1 M486 L4x4x4 1 .064 2.625L3 .00.3 0 v 3 40.638 62 532__3.138 6.054 1.1 ... H2-1 112 M518A PIPE_4.OX .063 7.719 3 .009 _ 0 1 1 3 109.27 � 134136,14.931 14.931 12 0••• H1 -1b 113 M435 L4x4x4 .062 0 2 , .002 0 v 2 27.713 62.532 3.138 6.354 2.0..., H2-1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 12 Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued Company Designer : Spicer Group May 17, 2018 AM �' � Job Number 125 Che 125725SG2018 Checked By: ke Shear. ..Loc Model Name Tri -Mer CCF 500 Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued RISA -31D Version 15.0.4 [0:\ ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 13 MemberSha a Code Check Loc ft LC Shear. ..Loc ft Dir LC hi`Pnc .. hi'Pnt ... hi"Mn ... hi*Mn ... Cb E n 114 M437 L4x4x4 .053 0 5 .002 7.917 v 1128.12: 28 125 162.532 3.138 1 6.607 2.5... I H2-1 1.15 M466 L4x4x4 .052 8 3 .002 0 2 27.708 62.532 3.138 5.599 1.2... H2-1 116 M458 L4x4x4 051 0 5 .002 0 y 1 28.125 _ 62.532 L3.138 6.6092.5••� H2-1 117 M451 L4x4x4 .051 2.625 3 .003 5.479 3. 40.641 62.532 3.138 6.054 1.1... H2-1 118 M480 L4x4x4 .048 2.625 3 .002 5.479 v 3 40.638 162.532 1 3.138 1 6.054 11.1•.• H2-1 119 M143 PIPE 1.5 .048 0 13 .009 0 3 17.053 24.268 1.137 1.137 11.8...1 H1 -1b 1201 M455 1, L4x4x4 .047 12.6251 2 1 .002 15.4781 y 1 3 140.643 62.532 3.138 L6.054 1.1.•• H2-1 121 M482 L4x4x4 .047 2.625 2 .001 5.478 3 40.643 162.532 3.138 ' 6.054 11.1... H2-1 1221 M465 I L4x4x4 .047 1 8 1 5 1 .002 1 8 jyj 2 27.708 62.532 3.138 1 6.384 2.1••• H2-1 123 M472 L4x4x4 ! .047 2.6251 2 .001 5.478 Y 3 40.643 62.532 3.138 6.054 1.1... H2-1 124 125 126 M523A M520A M152 PIPE_4.OX PIPE_4.OX 1 PIPE 1.5 .046 .046 .046 01 0 0 10 10 13 .005 17.7191 1 ' .005 7.71.9_ _ 7 T .00 0 1 � 3 _ _3 3 109.27 1134.13614.931 14 931 109.27 ' 134.13614.931 14.931 117.053 24.2681 1.137 1 137 1.1... 11.1... 1.8.•• H1 -1b H1 -1b* H1 -1b 127 M522A PIPE_4.OX .043 0 .005 7.719 3 109.27 134.136 14.931 14.931 1.1... H1 -1b" 128 M521A PIPE_4.OX i_- 043 0 _10 _ 10 _I .005 7.719 3 109.27 134.136 114.931 114.931 11.2... 1H1-1 b* 129 M470 L4x4x4 .033 2.625 3 .001 '5.479 v 13 40.638 62 532 3 138 8 nr;4 '1.1... H9-1 RISA -31D Version 15.0.4 [0:\ ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\UCF\UTF 500.r3d] Page 13 tseam: M741A Direct Analysis Method Shape: L4x4x4 0.809 (LC 5) Max Shear Check 0.030 (z) (LC 5) 1.703 at 6.959 ft Material: A36 Gr.36 Location .957 at 7.107 ft Equation 1-12-1 Length: 14.215 ft 1_/93 Bending Flange Non -Compact Compression Flange I Joint: N25092 Bending Web Non -Compact Compression Web Slender Qa=1 J Joint: N25109 Dy in j Envelope Code Check: 0.809 (LC 5) 9.5 ft 9.5 ft -.124 at 6.219 ft Dz in Report Based On 97 Sections phi*Pnt 62.532 k -.075 at 6.811 ft phi*Mny' 3.138 k -ft L Comp Flange 9.5 ft phi*Mnz' 4.934 k -ft 1.394 at 14.215 ft 14.215 ft phi*Vny 19.44 k Taub A k .037 at O ft .562 at 14.215 ft VY k Vz� `k -.037 at 14.215 ft -.584 at 0 ft -5.771 at 0 ft 1 .092 at 7.107 ft 0 at Oft Mz' k-ft 'IF Myr k-ft T k-ft 0atOft -1.525 at 6.959 ft -1.386 at 6.959 ft 21.469 at 6.959 ft .722 at 14.215 ft 10.407 at 6.959 ft , fa ksi f(y)444dw ksi f(z) ksi -2.99atOft i -10.408 at 6.959 ft -19.531 at 6.959 ft AISC 14th(36O-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.809 (LC 5) Max Shear Check 0.030 (z) (LC 5) Location 6.959 ft Location 0 ft Equation 1-12-1 Max Defl Ratio 1_/93 Bending Flange Non -Compact Compression Flange Slender Qs=.912 Bending Web Non -Compact Compression Web Slender Qa=1 y -y' z -z' Fy 36 ksi Lb 9.5 ft 9.5 ft phi*Pnc 20.569 k KL/r 145.594 72.162 phi*Pnt 62.532 k phi*Mny' 3.138 k -ft L Comp Flange 9.5 ft phi*Mnz' 4.934 k -ft L -torque 14.215 ft phi*Vny 19.44 k Taub 1 phi*Vnz 19.44 k Cb 1 Design Maps Summary Report rgl= Design Maps Summary Report User—Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.75851N, 105.08051W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III nax 'Fetleral Heights Westminster Ydt *CGMM Q rC* Cii } to Arvada 76 99 Denver 1 fheat Ridg �n a t rr u i' Aurorij Lalewood L USGS—Provided Output Pagel of 2 Sr. = 0.189 g Si,,s = 0.302 g Sps = 0.201 g S,= 0.060g 5,,1= 0.143g S.= 0.095g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. Vlc&t? ResponsC Si :* jrn Design Resp-onse Spectrum D-92 IX �2vj ILU Perls€!, i (sec) I For PGAM1,, TL, CRs, and Ca, values, please view the detailed report. Per�txi, t (eecl https://earthquake.usgs.gov/cn 1/designmaps/us/summary.php?template=minimal&latitude... 3/19/2018 Design Maps Detailed Report Page 1 of 6 Design Maps Detailed Report ASCE 7-10 Standard (39.7585°N, 105.0805°W) Site Class D - 'Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain Si). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 `1' SS = 0.189 g From Figure 22-2'2] S, = 0.060 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class vs N or k, Su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w > 40%, and • Undrained shear strength s, < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 1lb/ft2 = 0.0479 kN/mz https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 2 of 6 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F. Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period For Site Class = D and SS = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S,:-0.10 S,=0.20 S,=0.30 S,=0.40 S,>:0.50 A SS 5 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS >! 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and SS = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S,:-0.10 S,=0.20 S,=0.30 S,=0.40 S,>:0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.060 g, F„ = 2.400 https://earthquake.usgs.gov/cn I/designmaps/us/report.php?template=minimai&latitude=39... 3/19/2018 Design Maps Detailed Report Equation (11.4-1): SMS = FaSs = 1.600 x 0.189 = 0.302 g Equation (11.4-2): SMl = F�Si = 2.400 x 0.060 = 0.143 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): Sos = % SMS = 2/3x 0.302 = 0.201 g Equation (11.4-4): Spl = z/ SMS = 2/ x 0.143 = 0.095 g Section 11.4.5 — Design Response Spectrum From Figure 22-12 1 3' T, = 4 seconds Figure 11.4-1: Design Response Spectrum T<Ts:%=S,,(0.4+0.6TtToj To5T5Ts: Sa=Sos Ts<T5T,: So=So,tT 1 4 T>TL: S.=S,)ITLIT' U7 r p 1 1 i � 1 w { I � y , 1 i 1 � I 1 � 1 1 I I i 1 1 � 1 � 1 1 I Mw1{Yi, C ;9?C� Page 3 of 6 https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=m in imal&tat itude=39... 3/19/2018 Design Maps Detailed Report Page 4 of 6 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 5 of 6 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 [4' PGA = 0.097 Equation (11.8-1): PGA,„ = FPc,APGA = 1.600 x 0.097 = 0.155 g Table 11.8-1: Site Coefficient F,,, Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA <_ PGA = PGA = PGA = PGA >_ 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.097 g, FPGA = 1.600 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17"' CRs = 0.906 From Figure 22-18 `6' CRI = 0.898 https://earthquake.usgs.gov/cn I /designmaps/us/report.php?template=m inimal&latitude=39... 3/19/2018 Design Maps Detailed Report Section 11.6 — Seismic Design Category Table 11.6-1 Seismic Desion Catecory Based on Short Period Resnonse Arrelerafinn Paramafar VALUE OF S., RISK CATEGORY I or II III IV Sos < 0.167g A A A 0.167g:5 S.r < 0.33g B B C 0.33g <_ Sos < 0.509 C C D 0.50g <_ SDs D D D For Risk Category = I and S., = 0.201 g, Seismic Design Category = B Table 11.6-2 Seismic Desion Cateonry Rased nn 1-S Perind RPrnnnQe Arrelar»finn Paramafar VALUE OF Sol RISK CATEGORY I or II III IV SDI < 0.067g A A A 0.067g <_ Sol < 0.133g B B C 0.133g <_ SDI <0.20g C C D 0.20g <_ Sol D D D For Risk Category = I and SDI = 0.095 g, Seismic Design Category = B Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category - 'the more severe design category in accordance with Table 11.6-1 or 11.6-2" = B Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References Page 6 of 6 1. Figure 22-1: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1. pdf 2. Figure 22-2: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12. pdf 4. Figure 22-7: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-17.pdf 6. Figure 22-18: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-18.pdf https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 STRUCTURAL CALCULATIONS FOR O -I CORPORATION WHEAT RIDGE, CO STACK STRUCTURAL ANALYSIS PREPARED FOR: rS(q)TrlmmMery CORPORATION TRI -MER CORPORATION 1400 MONROE STREET OWOSSO, MICHIGAN 48867 SPICER GROUP 230 SOUTH WASHINGTON AVENUE SAGINAW, MICHIGAN 48607 `' 4' cj2liay or e W rtR May 17, 2018 APPROVED Reviewed for Code Compliance Prepared By: KP. Zeddies, E.I.T. CM l ' (C.V — �1Y 1 u/S�7 L Date a :"e e0,0Pff-w , York Jr., P.E. oM comoutd7mu ~RW be o Permn fl, or en approrM of. -W ewboon to ony of Me Pend of Me buMliny cape or cf aw City ordnonces. ftMt, Pnefominp to rw "Offft to noble w C~ the Proeoaft of the 80*00M collet a gem or/Mloneet of Me co ~'w be "w Date: DOW Ll c 4 51448 ��SS�ONALE�� 10:56:59 9 -04'00' STACK STRUCTURAL ANALYSIS SECTION CONTENTS 1. Applied Load Summary................................................................... 3 2. Referenced Drawings...................................................................... 5 3. Analysis Methods............................................................................ 5 4. Results.............................................................................................. 5 5. Appendices...................................................................................... 6 QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Stack\Design Report - Stack.doc ■� Project: Tri -Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ 04- Date: 5/17/18 group Subject: Stack Structural Analysis Page: 3 of 6 1. APPLIED LOAD SUMMARY: Project Location: Wheat Ridge, CO Building Code: 2015 International Building Code WIND LOADS (Taken as Other Structure, Round Chimney) Risk Occupancy Category: II Basic Wind Speed: 115 MPH (ASCE 7-10, Fig. 26.5-1B) Exposure Category: C (ASCE 7-10, 29.3-1, Conservative) K�: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) 0.98 (25-30 ft.) 1.04 (30-40 ft.) 1.09 (40-50 ft.) 1.13 (50-60 ft.) 1.21 (60-70 ft.) 1.24 (70-80 ft.) 1.26 (80-90 ft.) 1.31 (90-100 ft.) Kms: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.95 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9. 1) Cf: 0.636 (ASCE 7-10, Table 29.5-1, Moder. Smooth) qz: 0.00256*K.•K.•Kd.v2 (ASCE 7-10, Eq. 29.3-1) 27.3 to 40.5 psf Design Wind Pressure: qz-G*Cf-Af (ASCE 7-10, Eq. 29.5-1) 16.0 to 21.9 psf Stack Platform (Taken as Other Structures, Lattice Framework) Kz: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) 0.98 (25-30 ft.) 1.04 (30-40 ft.) 1.09 (40-50 ft.) 1.13 (50-60 ft.) 1.21 (60-70 ft.) 1.24 (70-80 ft.) 1.26 (80-90 ft.) 1.31 (90-100 ft.) Kn: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.85 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9. 1) Cc 1.8 (ASCE 7-10, Table 29.5-2, Flat Member, 0.1-0.29) Q:\Proj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Stack\Design Report - Stack.doc ■� Project: Tri -Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ ■ Date: 5/17/18 group Subject: Stack Structural Analysis Page: 4 of 6 qZ: 0.00256*Kz*K,*Kd*V2 (ASCE 7-10, Eq. 29.3-1) 24.5 to 36.3 psf Design Wind Pressure: qz*G*Cf*Af (ASCE 7-10, Eq. 29.5-1) 37.4 to 55.5 psf EARTHQUAKE LOADS Site Class: D Seismic Design Category: B (ASCE 7-10, Tables 11.6-1 and 11.6-2) I: 1.25 (ASCE 7-10, Table 1.5-2) R: 2.0 (ASCE 7-10, Table 15.4-2) SDs: 0.201 g (USGS Design Map, Attached) SDI: 0.095 g (USGS Design Map, Attached) CS: SDS R// (ASCE 7-10, Eq. 12.8-2) CS: 0.126 Base Shear: V=CSW (ASCE 7-10, Eq. 12.8-1) 00: 2.0 (ASCE 7-10, Table 15.4-2) Seismic Anchor Design: F = QoE (ACI 318-11, D3.3.4.3) OPERATING LOADS Helical Strakes 17.5 plf (3 Vanes, 120 Deg. apart) QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Stack\Design Report - Stack.doc ■ =Ag� Project: Tri-Mer Corporation Project No.: 125725SG2018 ?rj Wheat Ridge, CO By: DPZ Date: 5/17/18 Qlroup Subject: Stack Structural Analysis Page: 5 of 6 2. REFERENCED DRAWINGS: 28686-601: Subassembly Exhaust Stack 3. ANALYSIS METHODS Design Method: Load Resistance and Factor Design (LRFD) per AISC Allowable Strength Design (ASD) per AISC Design Code References: AISC 14' Edition ASME STS -1-2011 ACI 318-11 Design/Analysis Software: RISA -31) Version 15.0.4 Design Check Software: MECA Stack Version 5.4.1.4 4. RESULTS ANALYSIS RESULTS Reactions Used for Anchor Design: Uplift: -24,551 lbs (N5139, LC 21, App. 6) Shear: -5,912 lbs (N4707, LC 19, App. 6) (*Note: Only reaction with largest utilization shown) Design Check of Stack Platform Utilization Ratio: 0.927 (L3x3xl/4 LC 26) <1.0=0K Maximum Plate Stress in Stack Shell: 10,088 psi (Plate 7023C, LC 19) Utilization Ratio: 0.582 (ASME Eqn 4-8) <1.0 = OK Maximum Plate Stress at Base 8,256 psi (Plate P5184, LC 19) Utilization Ratio: 0.255 (AISC LRFD) <1.0 = OK Stack Design Frequency (First Harmonic): 1.704 Hz Critical Wind Speed: 40.66 MPH VZ Critical: 85.38 MPH 1.2x Vz Critical: 102.46 MPH (Greater than 40.66 MPH) VORTEX SHEDDING CHECK FAILS — STRAKES REQUIRED QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Stack\Design Report- Stack.doc ■ OR �� Project: Tri -Mer Corporation Wheat Ridge, CO group Subject: Stack Structural Analysis 5. APPENDICES L RISA Output — Stack (Rendered) 2. RISA Output — Node Map 3. RISA Output — Boundary Conditions 4. RISA Output — LRFD Load Combinations 5. RISA Output — LRFD Joint Reactions Envelope 6. RISA Output — LRFD Joint Reactions Batch 7. RISA Output — Plate Stresses in Base 8. RISA Output — Plate Stresses in Stack Shell 9. RISA Output — Member Design Code Checks 10. RISA Output — ASD Load Combinations 11. RISA Output — ASD Joint Reactions Envelope 12. RISA Output — ASD Joint Reactions Batch 13. Hilti PROFIS — Anchor Design 14. Seismic Loading Information 15. MECA Stack Version 5.4.1.4 Report QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Stack\Design Report - Stack.doc Project No.: 125725SG2018 By: DPZ Date: 5/17/18 Page: 6 of 6 Spicer Group D PZ 125725SG2018 Tri -Mer Wheat Ridge 94 ft. Stack - Rendered SK -1 May 16, 2018 at 1:47 PM 95ft Stack.r3d Z X Spicer Group DPZ 125725SG2018 Tri -Mer Wheat Ridge Node Map SK -2 May 16, 2018 at 1:49 PM 95ft Stack.r3d L5155 L5151 L5147 L5159 L5143 j L 5163 tt N 5139 L5167 Y �IC4771 4767 4763 X15135 5171 4775'%4759 X11 N4779 Y5131 84755 L5175>%4783 L5175Y4751 4783 I ! N5127 8 M5183 >% 4794. j �V5119 84743 1 N5091 1 N4795 jj BJ5095 j N5111 ' 84739 ^� 84799 1 1`15099 TN 5103 1 IN5107 >%4735 4707 N4731 >%4711 ' IP4727 47'15 N4719 4723 Spicer Group DPZ 125725SG2018 Tri -Mer Wheat Ridge Node Map SK -2 May 16, 2018 at 1:49 PM 95ft Stack.r3d Company Spicer Group May 16, 2018 600 A 125 Designer 1:50 PM Job Number 125725SG2018 Checked By: IIIRIb Model Name Tri -Mer Wheat Ridge Joint Boundary Conditions Joint Label_ X [k/in] Y [k/inj Z [khn]_ X Rot.[k-ft/racl] Y Rot.[k ft/rad Z Rotlk-fUrad I ' o a: -115N 0 1 OV Keactlon 14 _'' N5143Reaction -7 ction - \Vq VIVI l 22 N5175 Reaction 28 1 N4715 Reaction Reaction _ 29 N4723 Reaction Reaction -- r-- - 30 N4727 Reaction Reaction �� 31 N4731 Reaction Reaction 32 N4735 — Reaction Reaction 40 N4767 Reaction Reaction 45 N4787 Reaction Reaction 4611 N4791 ] Reaction Reaction T 47 N4795 Reaction Reaction _ 48. ac N4799 � Retion Reaction _ RISA -31D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 1 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:51 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Load Combinations Description So..PD... SR... B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa.—B.—Fa ... B... Fa... B... Fa... 1 DL Y 1 1 2 DL + 0.6Wx I I Y 1 E111=2 1 1.6 1 1 1 1 1—� 3 DL + 0.6Wz Y 1 1 1 3 16 M1 4 0.6*DL + 0.6Wx ( Y 11 1 .6 1 2 .6 1 5 0.6*DL + 0.6Wz Y 1 .6 3 .6 14 DL + Dist. Y Yes Y -11 1 6 1 15 DL + Pt. Load X _ Yes Y ' 1 1 M1 _ 1 ' 16 DL + Pt. Load Y Yes Y 1 1 1 1 M21 1 17, ---1.2DL IADL Yes Y 1 4 1..2 18 � + + Wx Yes Y 1 1 2 1 � _ 19 1.2DL + Wz Yes Y 1 1.2 3 1 20 0.9*DL + Wx lYesl Y 1 1 .9 1 2 1 21 0.9*DL + Wz Yes Y 1 .9 3 1 - 22 DL + 0.7*Ex Yes Y I 11 11.21 7 1 1 23 DL + 0.7*Ez Yes Y 11 1.2 18 1 24 0.6*DL + 0.7*Ex Yes Y 1 1 .9 7 1 25 0.6*DL + 0.7*Ez Yes Y 1 .9 8 1 26 1.2DL + 1.6LL lYesl Y I 11 11.21 4 11.6 27_ Dead Load 1 1 � - 287 -- Live Live Load Y 4 1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 2 Company Spicer Group May 16, 2018 IIIRISA Designer DPZ 1:53 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Enveloae Joint Reactions _ 1 Joint N5103 max X fkl 0 LC_ Y [kj LC 15-1 18.289 1 g Z [kj Q LC 15-1 MX [k -ft] 0 LC -1 . MY fk-ft] LC 0 15-1 MZ L] LC 0 15-1 2 =- 26 Iminl 0 115-11 1.496,15-10 32 0 15-1 Q 15-1 Q 15-1 0 15-1 3 i N5091 Imax 0 15-1 27.106 19 0 15-11 0 15-1 Q 15-1 0 15-1 4 39 Imin 0 15-1 1.146 15-17 O 15-1 0 115-11 Q 15-1 0 15-1 5 N5095 max 0 15-1 25.324 19 0 15-1 0 15-1 0 15-1 0 15-1 -6 min 1 0 115-11 1.205 15-10 0 115-11 Q 15-1 Q 15-1 0 1 15-1 7 N5099 max 0 15-1 20.82 19 0 15-1 0 15-1 0 15-1 0 1 15-1 8 151 Iminl 0 115-11 1.298 15-10 0 T1-5--11-0 N5179 115-11 0 115-11 n 1 15-1 9 N5107 max 0 15-1 21.647 18 0 15-1' 0 115-1 Q 15-1 0 15-1 10 15-1 min 0 115-11 1.805 15-10 0 15-1 0 115-11----Q_ 0 - 0 15-11 0 15-1 11 _ N5111 max 0 15-1 23.868 18 0 15-1 0 15-1I Q 15-1 0 15-1 12 50 min 1 0 115-11 2.132 15-101 0 15 1 0 175-1 F 0 15-11 O 1 15-1 _.1.3 N5115 max 0 15-1 24.684 18 0 15-1 Q 15-1 Q 15-1 0 15-1 14 1 min 015-1 14- 0 _ 2.098 25 1 0 15-1 p 151 Q 15-1 0 15-1 15 N5119 max 0 15-1 23.921 18 0 15-1 Q 15-1 0 15-1 0 15-1 16 -2.513 min 0 1 15-09 -1.8 1 21 1 0 15-11 Q 115-11 Q 15-1 0 15-1 17 N5123 max 0 15-1 21.746 18 0 15-1I Q 15-1 0 15-1 0 15-1 18 min 0 15-1 -6.545 21 1 0 115-11 Q 154 0-11-5-1 0 1 15-1 19 N5127 max 0 15-1 18.43 18 0 15-1, 0 15-1 Q 15-1 0 1 15-1 20 min- 0 115-11-11.928 1 21 1 0 il5-1 0 15-1 0 5 0 15-1 21 N5131 max 0 15-1 14.086 18 0 15-11 Q 15-1 Q 15-1 0 15-1 22 min 0 15-1 -17.726 1 21 0 115-11 0 15-1 Q 15-1 0 15-1 23 24 N5135 max min 0 0 15-1 8.751 15-1 -22.578 18 1 21 0 0 15-1 15-1 0 0 15-1 151T 0 15-1 00 Q 15-1 15-1 15-1 25N5139 max O 15-1 3.154 26 0 15-1, Q 15-1 0 0 15-1 26 min 0 115-11-24.551 21 O 15-1 0 15-11 -�15-1 0 l 5-1 _ 0 15-1 27 N5143 -min max 0 15-1 2.926 26 0 15-1' Q 15-11 0 15-1 0 15-1 287 29 N5147 max 0 n 15-1-22.712 15-1 9 R41 1 21 1 9R 0 n 115-11 15-1 0 n 15-1 15-1 Q 15-1 = n 1.5-1 0 = 15-1 n 1 1 r -i _ 30 1 1 min 1 0 115-1 -17.989 1 21 1 0 1154 0 15-1 Q 15-1 0 15-1 31 N5151 max 0 15-1 2.545 26 0 15-1 0 115-111115-1 0 15-1 32 min 0 :]L-5-11-14.929 20 0 15-1 Q5-1 -0-115-11 0 15-1 33 N5155 max___ 0 15-1 2.734 26 Q 15-11 Q 15-1 0 15-1 0 15-1 34 mini 0 115-11-18.498 1 20 0 15-1 Q15-1; 0 15-1 0 15-1 35 N5159 max 0 15-1 3.035 i 26 0 15-1 0 15-1 Q 15-1 0 15-1 36 Imini 0 115-11-20.704 1 20 :E0 15-11 0 15-1 Q 15-1 0 15-1 37 38 N5163 max min l __ 0----115-11-21.458 0 15-1 3.158 15-1 -21.458 26 20 0 1 0 15-11 15-1! 0 =0 15-1 j15-111 0 0 15-1 15-1 0 0 15-1 15-1 39 N5167 max 0 15-1 6.575 19 0 15-1 0 15-1 0 15-1 0 15-1 40- 41 N5171 min' max 0 0 15-1 -20.706 15-1 10.599 20 19 1 0 0 _ 15-1 Q 15-1 p 15-11 0 15-1 0 15-1 15-1 0 0 15-1 15-1 42 Iminl 0 115-11-18.515 1 20 1 0 15-11 0 115-1 0 15-1 0 15-1 43 N5175 max 0 15-1 15.217 19 0 15-1 0 15-1 0 15-1 0 15-1 44 minj 0 115-11-14.981 20 0 151 0 15-1 Q 15-1 0 _ 15-1 45 N5179 max 0 15-1 19 0 15-1 Q 15-1 Q 15-1 0 15-1 46 min 0 1115-1 _20.505 1-10.182 20 0 15-1 p 15-1 Q 15-1 0 15-1 47 N5183 max 0, 48._ _ --_- min _-- 0 115-1T 15-1- 25.158 -4.361 19 _20 _ 0 0 15-1I 15-1 0 - 0 15-1 15-1 Q 0 15-1 15-1 _ 0 0 15-1 _ 15-1 49 N4719 max -.142 15 _ 0 15-1 -.387 15-... 0 15-1, Q 15-1 0 15-1 50 1 min -4.331 1 191 0 115-1 1 -4.778 1181 0 115-11 Q 15-1 0 15-1 51 N4707 max 3.563 18 0 15-1 _ -.296 15-... Q 15-1 0 15-1 0 15-1 mint .032 14- 0 _ 15-1 -5.912 1191 0 15-11 0 15-1 0 L 15-1 53 N4711 Imax 2.82 20 0___ 15-1 -.324 15-... Q 15-1 Q 15-1 0 15-1 54 , min -2.513 19 0 15-1 1 -5.154 19 0 15-1 Q 15-1 0 15-1 55 N4715 max 1.118 20 0_ 15-1 -.359 15-... _ 0 15-1'11 0 '15-1 0 15-1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 3 Company Designer Spicer Group May 16, 2018 1:53 PM '',RISA Job Number 125 125725SG2018 Checked By: -Z[k] _ 1.216 -4.081 Model Name Tri -Mer Wheat Ridge Envelope Joint Reactions (Continued _ _ 57 58 __ Joint N4723 Xjkl___. max_ -.281 min;_ -3.594 LC 15- 1 19 Y [kj 0 0 LC 15-1 15-1 -Z[k] _ 1.216 -4.081 LC 21 18 MX [k -ft] 0 O LC MY fk-ftl LC --MZ 15-1 Q 15-1 15-1 Q 15-1 k[ ft ] 0 0 LC 15-1 15-1 59 N4727 !max -.415 15- - --8 0 15-1 2.629_,.._ .21 0 15-1I 0 15-1 0 15-1 60 min -4.877 F1 T-0 15-1 -2.358 118 T 0 15-1 Q 15-1 0 15-1 61 N4731 max -.443 25 0 A5-1 3.288 - 21 0 15-1, Q 15-1 0 15-1 62 1 18 1 0 15-1 1 -.078 15-... 0115-1 0 15-1 0 _ 15-1 63 64 N4735 jmin max 1.204 -4.892 21 18 0 0 15-1 i 3.117 15-1 _..13115-... 19 0 Q 115-11 15-1 0 Q 15-1 15-1 0 0 15-1 15-1 65 N4739 max 2.817 21 _0_ 15-1 4.068 18 0 15-1 Q __ 15-1 0 15-1 66 min -3.328 18 0 15-1 .288 15-... Q 15-1 Q 15-1 0 15-1 67 N4743 limax 3.892 21 0 15-1 4.788 181 0 15-1 Q 15-1 0 15-1 681 Iminj-1.168 1 18 0 15-1 1 -.033 _ 1211 015-1 0 15-1 Q__ 15-1 69.._ N4747 max 3.9 21 0 15-1 1 4.337 18 0 15-1 0 15-1_ 0 15-1 70 min -.259 26 0 15-1 -2.398 21 0 15-1 Q 115-1 F- 0 15-1 71, 71 N4751 max 2.826 20 ' 0 15-1 2.825 18 0 15-1 Q 15-1 Q 15-1 _ 72 min_ -.111 15-- -.1 0 15-1 1 -4.442 21 0 15-1 Q 15-1 0 15-1 73 N4755 max 3.591 18 _. -2-5T 0 15-1 .783 26 0 15-1 0 15-1 0 15-1 74 min .025 T 0 15-1 1 -5.282 121 1 p 15-1 0 15-1 75 N4759 Imax' 3.151 18 0 15-1__ .698 26 0 15-1, Q 15-1 0 15-1 76 min -2.393 21 0 15-1 -4.502 21 O 151 Q_ 15-1-1 _ 0 15-1 _ 83 N4775 max .646_,__ 26 0 15-1 3.039_ 19 0 15-1 0 15-1 _ 0 _ 15-1 84 min -4.229 120 0 15-1 -2.099 201 0 15-1T Q 15-1 O 15-1 85 N4779 max .682 26 0 115-1 3.285 21_ 0 15-1 0 15-1 0 15-1 86 1 min -4.788 20 0 15-1 -.075 15-... 0 15-1 0 115-1 0 15-1 87 N4783 max 2.176 19 0 15-1 2677 21 0 115-11 n 15-1' n 1 1F-1 93 N4795 max 4.13 19 0 15-1 ' 3.471 20' 0 15-1 0 15-1 0 15-1 9_4,mini 0 15-1 1-3.1 19 0 15-1 p 15-1 0 15-1 95 1 N4799 max' 3.1 18 0 15-1 1.793 20 0 115-1 n 115-1 n 1 R-1 =96 -1 -min .065 15-••• O 15-1 -5.09 19 O15-1 p 15-1 0 15-1 _ 97 Totals: max 0 19 74.359 i 26 .2 15 98 � min -19.054 1 20 136.986 1 21 -18.543 119 1 17_ RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 4 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:54 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) LC _ Joint Label XFkj _ __. Y [kj Z [kjMX fk-ft1 MYk[ ftl _ _ MZ [k -ft] 1 13 N5103 0 1.738 0 0 0 0 2._T -13-F—N5091 0 1.534 1 0 1 0 0 1 0 ; 7 1 114 1 Z AIG1 2a n 1 770 A n n n 14 13—F N5143 0 1.617 0 0 0 0 15 ' 13 N5147 ._ 0 1.482 _ 0 0 0 0 16 13 N5151 0 1.443 0 0 —ol 0 -� 17 13 N5155 0 1.547_ 0 0 0 i 0 18 13 N5159 0 _ 1.705 0 1_ 0 1 0 1 0 38 13 N4759 .149 0 .377 0 0 0 55 14 N5107 0 2.251 0 0 _ 0 0 r� -lA AIC444 n 7 CAG ri n In n RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 5 Joint Reactions (By Combination) (Continued) LC _ Joint Label X [k] Y [k] Z [k] MX [k -ftp MY fk-ftMZ jk—ft] 57 14 N5115 0 2.687 0 0 0 0 58 14 N5119 T 0 2.578 0 1 0 0 0 5Q 1d AI5193 n 9 31A n n n n 76 Company Designer Spicer Group May 16, 2018 1:54 PM IIIRISA Job Number 125 125725SG2018 Checked By: 0 Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC _ Joint Label X [k] Y [k] Z [k] MX [k -ftp MY fk-ftMZ jk—ft] 57 14 N5115 0 2.687 0 0 0 0 58 14 N5119 T 0 2.578 0 1 0 0 0 5Q 1d AI5193 n 9 31A n n n n 76 14 N4707 .081 0 -.416 0 0 0 _ 77 14 N4711 -.013 0 -.453 0 -o--T 0 0 78 14 N4715 -.114 0 -.474 _ N5103 N5091 0 0 79 14 N4723 -.374 0 -.415 0 0 0 80 14 N4727 -.507 0 _ -.262 0 0 0 87 14 _ 97 1 14 N4795 192 0 -325 n n n 98 Ll4­t--- _ N4799 .151 T_ 0 -.367 0 – -__- 0 0 99 14 Totals: 0 45.517 0 1001 14 1 COG (ft): X:.407 Y: 48.045 Z: -.125 — 101 17 102 17 __.__ _ N5103 N5091 0 0 _ 2.433 2.148 0 _ 0 0 _ 0 0 0 0 10' 3 1 17 N5095 0 2.212 0 0 0 0 1041 17 1 N5099 — j— 0 T 2.262 0 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 6 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:54 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) 115 1 17 N5147 11617 N5151 Y [k] _ Z LkL-- _ MX fk-ftl MY fk-ftp MZ 2.1 131 ' 17 N4731 i -.689 _ 0 _-_025 0 0 0 132 17 N4735 -.6351 0 .2631 0 0 0 167 16 N5155 0 -18.034 0 0 1 0 0 1681 18 N5159 0 _ -20.193 0 0 QL 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 7 IIIRISA Company Designer Job Number Spicer Group May 16, 2018 125 1:54 PM 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC Joint Label _ _ _ X [kl Y [k] Z fk] MX fk-ftl MY_k-ft MZ [k -ft] 171 18 N5171 0 -18.071 0 0 0 0 172 18 N5175 0 -14.581 0 0 0 0 '100 -10 __ N4/4/ 1.U64 U 4.33/ U 0 0 18618 N4751 2.812 0 2.825 0 0 0 187 ' 18 N4755 3.591__ 0 .625 0 0 0 188 18 N4759 3.151 0 1 -1.659 1 0 1 0 T— 0 199 18 N4791 j 557 0 T 4.028 0 0 197 18 N4795 1_.565 0 3.379 0 0 0 198T-18 N4799 777 3.1 0 1.691 0 0 20419 N5099 0 20.82 1 0 0 ( 0 0 GGJ_ GV.:JVJ V V U U 224 L 19 N5183 0 _1 25.158 0 0 [ 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 8 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:54 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) X fkl Y [k] 229 19 N4723 0 0 0 0 230 19 N4727 _ _3.594 2.297 _ _1.11 0 2. 564I _ 0� 0 0 231 ' 19 N4731 -.687 0 3.283 0 0 0 .2321 19 N4735 1.068 0 �— 3.117 1 0 0 0 2331 19 N4739 2.711 0 2.012 0 0 0 234 19 N4743 3.819 0 .087 1 0 0 0 _235 19 N4747 3.856 0 -2.271 0 0 0 2361_19 1 N4751 2.494 0 -4.312 1 0 0 _ 0 2371 19 N4755 .082 0 -5157 n n n 245 19 N4787 3.519 0 1.224 0 0 _ 0 _ 246 19 N4791 4.319 0 -.782 00 �— 0 �, nw� wn LIA- . 266 207—N5151 0 -14.929 10 T 0 1 -0-1 0 267 20 N5155 0 -18.498 0 0 0 0 2681 20 1 N5159 0 -20.704 0 0 0 0 zoo LU N4/Jl-b.i11_.. U -.U13 0 0 T 0 282 20 N4735 _ -4.756 �, 0 2.272 0 0 _ 0 283 20 N4739 -3.222 0 3.969 n ! n n RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 9 IIIRISA Company Designer Job Number Spicer Group May 16, 2018 125 1:54 PM 125725SG2018 Checked By: Y [k] Model Name Tri -Mer Wheat Ridge Joint Reactions (Bv Combination) (Continued LC Joint Label X [k] Y [k] _ Z [kj -,-MX—Lk-ftL _ft) MZ Fk 285 1 20 N4747 _ 1.108_ 0 4.209 0 0 0 286 20 N4751 _ 2.826_ Z 0 2.695 0 0 0 287 20 N4755 3.573 T 0 .5 0 0 0 N4 291 20 N4771-2.699 0 -3.613 0 0 0 2921 20 1 N4775 -4.229 0 -2.099 0 0 n 306 21 N5111 0 6.534 0 1 Q 1 0 0 _307 21 N5115 0 2.512 0 0 0 0 308 21 N5119 0 L -1.809 01 0 0 0 aaa z rv-riaa L61/ u i yii u u n _334 21 N4743 3.892 0 -.033 1 0 0 0 —711 335 336 21 21 N4747 _ N4751 T 3.9 _ 2.508 0 0 __2.398 1 -4.442 0 0 0 0 0 0 337 21 N4755 .065 0 -5.282 0 0 0 338 21 N4759 �__ -2.393 0 1 -4.502 _ 1 0 0 0 339. 21 N4763 _ _ -3.828 0 -2.503 0 0 0 3401 21 1 N4767 -3.88 0 1 -.154 0 0 1 0 341 21 N4 / / 1 -2.865---L 0 1.808 0 0 1 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 10 IIIRISA Company Designer Job Number Spicer Group May 16, 2018 125 1:54 PM 125725SG2018 Checked By: 3.256 Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) L - -1 995 I n 3 n n n Joint Label Xj� Y fkl _ Z k MX k -ft MY k -ft MZ fk ftl _ _ 34221 N4775 343 21 N4779_ .434 0 3.285 0 0 __ 0 344 21 N4783 2.074 0 2.677 0 0 0 _ _1 345 21 N4787 3.438 0 1.297 0 0_ 0 346 21 N4791 4.256 0 -.697 0 0 T 0 353 22 N5095 0 3.256 - 0 0 0 0 354 22 N5099 0 4.531 0 1 0 0 0 355 22 N5107 0 _' 6.702 0 0 0 0 356 227-N5111 0 0 T 7.466 0 1 _.._ 0 0 0 357 22__ N5115 0 7.765 0 ____ 0 0 0 58 3 22 N5119 0 7.481 0 0 0 0 359 22 360 22 N5123 N5127 0 0 _6_.739 5 .757 0 0 0 0 0 0 0 0 000 LL N0141_ U -.t523 U U 0 0 366 22 ' N5151 0 -1.851 0 0 0 0 367 22 N5155 0 _ -2.446 0 0 0 0 3681 22 1 N5159 1 0 1 -2.709 0 0 0 0 375 22 N4719 -.481 0 _ -1.433 0 0 0 376 22 F N4707 1 .792 0-.451 0 1=06= 0 377 22 N4711 .56 0 -969 n n n _379_ _ 22 N4723 -1.077 1 0 -1.238 0 0_ 0 3801 22 N4727 -1.537 0 _ -.734 0 -01 0 381 22 N4731 -1.717 0 -.024 0 0 1 0 3821 22 N4735 -1.551 0 .689 0 0 0 j RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 11 Company Spicer Group May 16, 2018 111RIbA 40* A 125 Designer 1:54 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) 408 F 23 N51 99 0 1.692 0 0 0 0 41923 Nb163 0 2.124 0 0 0 0 426-12-31--— N5167 0 2.941 0 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\ Design\Stack\95ft Stack.r3d] Page 12 Joint Reactions (Bv Combination) (Continued 456 Company Designer Spicer Group May 16, 2018 1:54 PM IIIRISA Job Number 125 125725SG2018 Checked By: MX k�-ft 0 Model Name Tri -Mer Wheat Ridge Joint Reactions (Bv Combination) (Continued 456 LC _ 24 Joint Label N5111 X fkl 0 Y fkl 6.801 Z fkl _ 0 1 MX k�-ft 0 MY fk_ft MZ fk-ft] 0 0 457 24 N5115 0 7.064 0 0 0 0 4581 24 1 N5119 0 6.809 0 0 0 _ 0 459 24 N5123 0 6.134 0 0 0 0 '-46-0 24 N5127 0 5.211 0 0 _ 0 T 0 461 24 N5131 0 4.144 0 0 0 0 4621 24 _ N5135 _ 0 2.926 0 ___ 0 0 0 465 i 24 N5147 0 -1.268 0 0 0 1 0 4:6:63I24= 24 N5151 0 -2.284 0 0 0 0 467 24 _ N5155 0 -2.91 0 0 0 0 .4681 24 N5159 0 -3.22 0 0 0—F 0 471 24 N5171 0 -2.988 0 0 0 0 472 24 N5175 0 -2.4 0 0 0 f 473 24 N5179 0 -1.42 0 0_ 0 0 474 24 N5183 0 -.103 0 0 0 475 24 N4719 -.417 0 -1.312 0 0 0 476 24 N4707 .775 0 -.337 0 0 401 L4 I144/31--1.OWl U -.Uly _ U U 0 4821 24 1 N4735 -1.415 0 .633 0 0 0 4y/__ 24_ __ N4/y5 .3a2 U .552 0 0 0 - 498 —247— N4799 .704 0 .178 TO 0 0-----] 499 24 Totals: -5.176 36.986 0 _ 500 24 COG (ft): X:.318 Y: 45.46 Z: -.093 510 25 - N5127 11 0 -1.473 0 0 511 25 N5131 0 -2.73 0 0_ 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 13 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:54 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) - 0 523 25 N5179 0 5.415 0 0 0 0 5241 25 N5183 1 0 1 6.538 0 0 0 n 525 25 N4719 -1.078 ! 0 -_526 n n i n Uoo_ ca 1144fOv 3// U .014 U 0 1 0 5341 25 1 N4743 .666 1 0 1 .198 0 0 0 535 25 N4747 .716 0 -.284 0 0 0 536 25 _ N4751 _ 476 0 --.701 0_ 0 L 0 537 25 _ N4755 .025 0 -.877 0 0 0 538 52 1 N4759 -.433 0 1 -.731 1 0 1 0 541 25 N4771 -.427 0 .512 0 --n---n 5421 25 1 LC Joint Label X [k] Y fkj _ Z [k] MX- k-ftl__ MY fk_ft]_ MZ [k -ft] 513, 25 N5139 0 0 -4.117 0 0 0 0 514 25-, N5143 0 0 -3.79 0 0 0 0 515_ 25 N5147 0 -2.884 0 0 0 0 5161 25 N5151 0 -1.713 0 0 0 0 - 0 523 25 N5179 0 5.415 0 0 0 0 5241 25 N5183 1 0 1 6.538 0 0 0 n 525 25 N4719 -1.078 ! 0 -_526 n n i n Uoo_ ca 1144fOv 3// U .014 U 0 1 0 5341 25 1 N4743 .666 1 0 1 .198 0 0 0 535 25 N4747 .716 0 -.284 0 0 0 536 25 _ N4751 _ 476 0 --.701 0_ 0 L 0 537 25 _ N4755 .025 0 -.877 0 0 0 538 52 1 N4759 -.433 0 1 -.731 1 0 1 0 541 25 N4771 -.427 0 .512 0 --n---n 5421 25 1 N4775 -.053 0 701 1 0 0 0 543 25 N4779 .337 0 .668 0 0 0 5441_25 1 N4783 .676 0 .445 1 0 0 0 545_ 25 5461 25 _ N4787 N4791 .939 1.091 0 0 .086 -.379 0 0 _ 0 0 0 0 547 25 _._ N4795 1.036 0 -.91 0 0 0 548 25 N4799 _ .681 10 _ -1.379 0 0_ -o,, boy z5 i otais: 0 36.986 -5.175 5501 25 1 COG MY X:.318 Y: 45.46 1 Z: -.093 551 26 N5103 n A 17R n n n n 5521 26 1 N5091 0 2.716 0 0 0 0 553 1 26 N5095 0 2.82726 0 0 554 N5099 _ 0 2.917 _ _ __ _ 0 0 6 6 0 T -- 0 -] 555 _ 26 N5107 0 3.658 0 00_ -O 0 556 26 N5111 0 4.164 0 -f--0 � 0 � _001 4U rvU i i U _ U _ 4.4U l_ U U i U U _558 1 26 -L---- N5119 0 _ __ 4.214 _I_ 0 0 0 0 RISA -3D Version 15.0.4 [Q:\ ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 14 Joint Reactions (By Combination) (Continued) LC Joint Label X jkj Y [kl jav 4v 1144 vo .oy� v owl U U U__ 590 F26 N4767 .463 515 0 0 _ 0 591 26 N4771 .548 ___ 0 .418 _ 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 15 Company Designer Spicer Group May 16, 2018 1:54 PM IIIRISA Job Number 125 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC Joint Label X jkj Y [kl jav 4v 1144 vo .oy� v owl U U U__ 590 F26 N4767 .463 515 0 0 _ 0 591 26 N4771 .548 ___ 0 .418 _ 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 15 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:55 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Envelope Plate/Shell Principal Stresses 5 -- 1 Plate Sur.. Sigma1 [ksi] LC Sigma2 [ksij LC Tau Max [ksi] LC Angle fradl LC Von Mises [ksi] LC 1 P5184 max T 7.683 19 6.555 19_ .564 19 2.202 15-9 7.186 19 2 _ min 15•• .32 15•• 268 15. �__ -w-8--T22 T -.302_ 22 __. 15-... _3 Imax, B -.301 15... _ -.382 15... .841 19' 1.387 20 .297 8.256 19 4 �- min -8.537 -7.285 1191 -8.967 19I .041 15•• 1.325 15-10 3.49 15-..] 5 P5089 I max T 7.683 119 6.546 19 .568 19 1.131 20 7.182 19 1 -1.247 20 1 .026 15•• 15•• .12 20 .029 15.. .956 121 g 294 15 ... 7 20' max B -.299 15..: -.376 15... .839 19 1.917 24 8.251 19 8 .022 Iminj -.446- 1 1 -7.284 19 -8.961 19 .024 1241 -.195 1 18 .344 15-..• 9 _ P5088 _'max' T 8.257 19 4.709 19 1.774 19 1.07 21 7.174 19 10 1.819 min 307 .343 115... 1 .196 115., .074 15.. .731 1 20 1 2QR15- 5 -- 1 max g min 255 _ - 6.028 15...I 119 -.392 -9.38 15. 19 1.676 .069 19 15•• .865 .604 15-10 20 8.233 345 19 1 17 P509_3 max T 7.226 19 6.201 19 _ .513 19 - 1.067 20 6.772 19 8--- 1i 19 min 19 .338 15•• .271 15.. .033 L5. .915 21 .31 15... 19 92 max B -.31515... 39 -.399 115.., 859 ._._ 19 1.851 20 7.822 19 20 min min -6.82 1191 -8.537 1191 .042 _ 15•- 1.79 21 364 115- 21 P5180 'max '1 T 7.18 191 6.17 19 .505 19 2.229 21 6.732 19 22 min 18 -.715 =20 1 -1.247 20 1 .026 15•• .292 22 .065 124 23 max'. g 1.235 20 1.136 20' 856 19I 1.423 24 7.775 19 24 min -6.777 _ 19 -8.488 1191 .022 1241 -.446- 1 18 1 __. .038 _-L 24 25 P4997 max T 1 7.809 i 19 11 4.472 19 1.668 19 2.095 21 6.787_ 19 26 min 352 15•• 209 15•• 072 15•. 1.819 20 307 15-.. .756 min 767! 1191 -8.834 1191 - 200 -?364 159.. 29 ! P5084 m T 7.28 19 4.443 19 1 66 1 054 1 15-10 6.75 19 30 min -.651 20 -1.167 20 .051 _ 24 _ -.007 7-20 --F ---.-o-8-9--7 31 32 max min gg L _ -5.663 7.66 19 1 .814 -8.779 20 19 1.558 .028 19 24 2.315 .88 T- 21 20 7.709 19 1 - .049 24 �� PrnQ� ma r F QA7 10 R7F 10 � 4R1 07 a aIQ is 34 min T .334 15.• .283 115••• 1 .025 15.. -.718 24 312 115-.• 35 36 max min i B_ T7 -.315 15... -.404 _-6.766 19 -8.284 115...1 19 .759 .044 19 15-T 1.358 1.317 20 1 15-44 7.639 .368 19 15-- 37 P4996 max T - 7.616 19 1, 4.353 19 1.631 19 1.097 21 6.618 19 38 =min .363 15.• .20415••• max 079 15•. 92 1 20 .315 15 39 max B -.274 15... -.414 15... 1.548 1 19 2.342 21 7.628 19 40 min -5.592 1191 -8.689 19 .07 15•• 2.253 1 20 1 .36515-... x 1 41 i H5151 max T 1 7.072 119 _5_918 19 .577 119' 1.352 20 6.571 1 42 min -1.213 20 -1.403 120.1 .026 15.•1 1014 15-10 094 2 43 44 max 1 min B 1.684 -6.72 20 19 1.216 201 .751 - -8.223_ 19 .009 19 1221- 1.84 .-.173 15-9 22 7_.584 1 664=2 45 P5112 max T 6.973 18 5.867 18 .553 18_ 2.158 15-10 6.491 1 46 min 1 .607 125 .291 211 .047 _ 115..1 2119 20 54 2 47 x 1 B 25 25 .831 18 1.347 20 7.581 1 48_ m --.552 2 _ 12 88 --•659 -8.274 18 -.021 21 1_.103 21 _ .612 [ 2 49 P5113 max 6.974 18 5.863 18 .556 18 - 1.023 20 6.49 1 00_ _ ax is I.000 [u I .l l l I Zu I -I .03y -IV .014 15-26 7.575 19 56 1 min -5.552 119, -8.629 19 .009 124 1 -.62-8 20 058 24 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 16 Company Spicer Group May 16, 2018 IIIRISA Designer 125 1:55 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Envelope Plate/Shell Principal Stresses (Continued) 57 P ate max T 7.546_ _ _Sur... Sigma1 fksi) _LC 18 Sigma2 [ksil LC Tau _ LC au Max [ksil _ Angle [radlLC Von Mises ksi LC_ Plate 4.331 18 1.607 18 1.921 21 6.559 18 max 61 P5017 max T 7.542 18'. 4.333 18 1.605 18 2.336 21 6.556 18 62 min 697 16•• .29 21 .147 ;15• ?,054 15-10 606 16 ... 63 max B -.489 25 -.734 125 1.513 18 1 21 7.476 18 21 ' -5.489 _ 18 -8.515 18 _ . 123 _ �25 I 81 15-10 .648 25 I5 1 max, B 8.503 21 5.456 21 1 523 21 2 307 15-10 7 461 21 _ 76__ __.. minI I 705 26 -1.09 26 .08 15.. -.7821 22 404 15 ... 77 P5041 max T 1.16_ 118 .538 26' 1.607 21 2.247 24 6.51 21 78 1 min -4.279 21 ' -7.492 1211 .08_611-5-• -.767 18 349 15-. 79 max 1 B 8.5 21 5.452 121 1.524 21 2.353 23 7.459 21 80 min _ _ -.719 18 _ -1.095 26 - .08 15.. -.78 25 1 .406 15-... 81 _ P5117 max l T 6.746 _ 18 5.774 18._ .486 18 I 1.012 _ 20 6.316 18 82 min -.069 21 -.573 21 .019 1237-A-28 21 302 25 RISA -31D Version 15.0.4 [Q:\..Al25725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 17 Company Spicer Group May 16, 2018 111RISA Designer 125 1:56 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Envelope Plate/Shell Principal Stresses plata Ciir f:inmml rkeil I r. Cimmn9 rkail I r` Tnn Alhv rlreil I r` Annle r-41 i (I %I-- neo--- ri-n i n 1 P7023C max T 031 15... -.344 I15... 4.811 19 .844 20 9.632 19 2 Iminj 1 -1.689 18 , -9.642 19 .1 $6 15 • 047 15-26 .359 15 3 max B ' 2.162 20 - -.395 15... 4.724 191 .15 21 10.088 - 19 4 Iminl 1 1.178 19 -10.626 19 .166 1 ... 054 _ 20 367 15-.. 5 P7032C max T 4.651 20 1.066 20 4.822 !19 .592 20 9.613 19 6 min 33 -.00815.. max -9.58 19 .217 15.. -.101 15-26 4n6 .129 7 mAYI R OA') On Aon iF A QOr �n 49w nn 4n nin en 8 -' .VEL min -1.236 LV 19 -.TJJ T.VVJ -10 607 19 .111 17 221 I,VJ'7 -.158 LL -15-61F----.-401 IV. V`FV ly 115 9 P385 max' T .468 19 -.114 15... 2.362 19 .565 20 4.509 19 10 min 019 15•• -4.257 119 _ .067 15•• -.029 15-26 125 15-. 11 max, B 111 .175 20 --316 15... 4 174 19' 501 2n a 1R7 9a 12 min -1.462 I19 -9.81 119-1 .133 5•7 023 15-60 294 15-.. 13 P480 maxi T .467 _ 1-9 -.11 15... 1 2.36 19 .725 20 4.505 19 14 min .019 -_-_ 115.• -4.253 19 .065 15•• -.048 15-26 121 15 max B .417 20 -.31 115.•, 4.172 19 .665 20 9.161 19 16 47 �7r190/'� min T -1.46 nnr ! 19 nn I -9.803 nn_O 19 nw .13 1 .nom 15.. An .014 15-26 ___ 18 _ - min -.167 22 -8.986 19 __ .105 24-1 vvv .024 w 15-26 V.JV 32 IJ 124 19 max 1 B 456 '18 .054 120 4.654 19 -.004 15-10 9.133 19 20 Imin1 1 .016 15..1 -8.949 1191 .198 20 -.094 20 =Min -6.356 21 P7024B man', T .769 20 -.352 15... 4.476 19 .094 20 8.968 19 77 19 _ n44 90 -A OAA 1O 177 11F I n,2 -I 4c 7c owo aG_ 23 max g 1 .346 119 -.352 15... 1 4.647 19 .011 21 9.125 19 19 15 - ... -. 50 r - 8.54$ T _ -.043 20 .36 15-... 25 P1301 max! -.313 9.39 19 159.. 2.277 19 -.052 20 9.491 19 26 =Min -6.356 19 -10.91 19 .10415.. 31 -.304 21 !1 B 5.352 L/ -- 28 -' IIRUI min U 0.14 -lu I 252 15. • -.L03 IA.. _ -4.983 19 OAUZ .26 Iv 15.. -.1 -.159 Zu 21 8.996 .451 19 15 - ... 29 P1340 I max T 3.062 20 -4.555 20 2.255 19 1.528 20 9.39 19 _ 30 r max mini min 03 _1.293 -6.285 _ 19 -2.071 -10.794 19 .063 1241 .242 15-10 .132 1 22 31 20 max !1 B 5.352 19 -.03_ 22 5.136 19 1.653 20 8.898 19 32 -4.543 min .069 033 22 -4.92 - [1-9032 22 ;. 095 15-26 -- .055 ---J21 33 P7034C max T .049 19 -.403 15... 4.262 19_ .129 20 8.499 19 34 19 I min l 1-.001 12 16... -8.474 19 .201 15.., -.01 15-26 403 15 35 max 1, B .17 20 -.412 15... 4.419 19 .332_ 20 8.888 19 36 Tmin -.1 19 -8.937 19 .206 5•• -.019 25 .412 5_. 37 P7025B max T .581 120 -.02 20 4.244 19 1.289 20 8.463 19 38 min -.002 15-6 -8.439 19 .143 24 -.01 1 15-60 279 24 39 I max', B .123 20 -.366 15... 4.409 191 .634 20 8.869 19 __40 min 1-.102 - -8.92 19 .183 5•• 15-26 .365 15-... 41 P7048C _ max T 8.376 1 _ 21 -8-F---5.214 -.029 23 4.204 21 __004 _ 2.325 18 8.392 21 42 min -1.68 Tl 118 .216 15.. -.57824 414 15-... 43 4 max 1 mm B 9.265 -.16 21 26 1.059 -2.207 21 18 4.103 .189 21 i5 • 1.418 -.14915-10 21 8.783 21 1 _45 P1302 max:, T -.303 15... -.587 15..1 2.23 19 .099 20 9.401 19 46 jrnin -6.341 7191 -10.801 19 .131 115.. -.025 21 509 15-.. 47 --- iman l B 4.,�1 5.058 139 20 8.766 19 48 � - 59.. -r-, SFS f �q i 15 n7r, 71 AOS 1r 49 P386 max T- .494 19 -.13 15.. 2.524 19 .415 - 20 _ __ 4.821 19 50 min 02 15•.. -4.555 __ 19 075 15•• - 021 _ 15-26� 142 15- _51 52 ___....._ max mini g 03 _1.293 20 19 305 -9.335 15 . 719 4.021 128 19 5•• 051 20 8.76 15-26 284 159•• 53 P479 max T .527 20 _ -.119 I15...' 2.518 191 891 20 4.808 19 54._ ___ Trnin .019 15 ... -4.543 1191 .069 15j -.031 15-26 .13 15-.] 55 ,max B .758 20 -.285 15... 1 4.013 119 .858 20 8.741 19_ 56 Iminj 1 -1.289 19 -9.314 19 12 115.. .044 15-26 266 �5 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 18 60 1 Company Spicer Group Designer .15 1221 May 16, 2018 1:56 PM IIIRISA 125 Job Number 125725SG2018 1221 -.125 Checked By: .229 Model Name Tri -Mer Wheat Ridge 61 P7046C max T ' 3.074 ' 20 -.308 15..., 3.55 191 Envelope Plate/Shell Principal Stresses (Continued) 15-61 8.345 _ Plate Sur... Si mal rksii _ LC Sigma2 [ksil LC Tau Max [Ksi] LC Angle rdLaLC Von Mises [ksi 57 P1339 i max T 3.953 20 2.202 20 2.192 1911 1.445 20 _LC 9.273 19 58 min -6.267 1191 9 .059 22 -.079 _15-26 .187 22 59 max', B 4.698 119 -.113 122 4.987 19 1.412 20 8 843 19 60 1 Imin I I .15 1221 -5.276 1191 .132 1221 -.125 __ 1 15-26 1 .229 22 61 P7046C max T ' 3.074 ' 20 -.308 15..., 3.55 191 2.332 15-61 8.345 19 62 in -2.092 1191 -9.192 19 1 .088 15•• 277 22 .268 15-••• 63 64 max B Lmin 6.09 .182 18 1 15.. 1.873 -5.434 '20 19 4.969 .215 19 15•• 1.849 1.162 15-26 20 1 8.619 .373 19 15-... vo r300 ax I 4l 3 l y -.-I -I J 10... Z.Z3Z I l a i Zts / 2U 4.272 19 66 Imin 017 15•• -4.05 19 .068 15.. -.091 15-60 128 15-. 81 P367 max , T .481 19 -.131 15... 2.485 19 .33 82 min .02 115.. _ -4.489 19 .076 15... -.05: 83 max i B -.047 15... -.307 I15.. 3.925 19 .3_OE 84 min -1.253 19 _ -9.103 19 _ .13 15.•;_. -.04 85 P478 max T 671 20 -.112 24 2.475 19 1.01( 86 min 018 15.• _ -4.472 1191 .066 115... I 02E 87 max 1 B 1.169 20 -.202 24 3.91 19 1.04; 88 89 I___ P433 min max T -1.247 3.962 19 21 -9.067 -.062 19- 23 _, .115 15.. 015 2.201 21 1.58, 90 min .022 15• -.521 1181 .083 15•• -.70E 91 max B 9.078 121 1.336 21 3.871 21 1.55: 92 __. -. min _ -.158 26 _'i -1.004 26 .161 15.. --.64,- 93 94 P432 95 96 j max_ mm max min T B 3.958 �,21 -.062 23 2.199 21 1.56-1 .023 I'5•_ -.739 18_ . _085 115.. -.54f 9.072 21 1.336 21_. 3.868 21 1.59' -.159 26 -1.368 118 .164 15 -.48 7 P1254 max T -.137 15• . .i -.386 15... 2.107 19 98 99 m rn ! max B -2.629 119 _-6.843 3.527 I19 -.353 19 15.., .02 _119 i15... I -.16,f 4.809 19 .075 2 21 1 15-. RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 19 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member. - Shape Code Check Loc[ft] LC Shear ...Loc[ft]Dir M145 L3x3x4 927 5 n 4 3 99 nn4 9.879 v 9.879 5 Company Designer Spicer Group May 16, 2018 1:56 PM IIIRISA Job Number 125 125725SG2018 Checked By: 1 .075 Model Name Tri -Mer Wheat Ridge Envelope AISC 14th(360-10): LRFD Steel Code Checks Member. - Shape Code Check Loc[ft] LC Shear ...Loc[ft]Dir M145 L3x3x4 927 5 n 4 3 99 nn4 9.879 v 9.879 5 M143A L2x2x6 .857 0 ' 26 _.077 1 .075 1.641 z 18 21.704 44.388 .925 2.142 24.. H2-1 6 M253A L2x2x6 .849 0 26 .076 1 0 zl 18 21.704 44.388 .925 2.142 2.4... H271 7 M145B L2x2x6 .838 0 26 .077 1 0 z 18 21.704'44.388 .925 2.142 2.4... H2-1 16 M257 I L2x2x6 .820 1 0 1 26 .077 0 1 z 118 y 19 136.214 44.388 925 -2,142 12.1... I H2-1 9 M237A L2x2x6 .781 1.063 26 .075 17 v 18 1.108 44.388 ' .925 2.003 2.6 ... H2-1 10 1 M251AL2x2x6 _ .769 1.063 26 .061 11.063 V 118 y 26 1 1.108 144.388 .925 1.997 12.6... I H2-1 11 M234AL2x2x6 7Q 7 .592 15.938, 26 .091 .885 y 19 1.108 44.388 .925 2.065 3.1... H2-1 13 MZbZA L2x2x6 .586 15.938 26 1 .075 17 v 21 .925 2.142 1.1... H2-1 24 1 M21 OB 1 11�_ _M236A M209B T C8xl 3.7 .574 8.3231 26 .102 16.1... y 26 8.108 430 588 3 677 12 638 1.1... Hl-lb21 15 M268 L2x2x6 .530 0 1 26 .061 0 Y 21 21.704 .373 .925_ 2.142 2.5.- H2-1 16 M264 L2x2x6 .506 0 26 .067 0 y 19 21.704 .44.388 44.388 .925 2 142 12 5 - H2 -1H2-1 17 M262 L2x2x6 .484 0 26 .060 0 v 21 36.214 44.388 i 925 2.142 2.1... H2-1 19 M70B C8x13.7 .462 8.5 26 .039 12.3... v 26 8.251 130.572 3.677 14.819 11.3 Hl -lb ZO-1 M70A I C8x13.7 .450 1 8.5 26 1 .076 18.5 1 y 26 8.251130.572 i 3.6-77T14.927 I 1.31 H1 -1b 21 M126A L2x2x6 .417 0 26 .044 12.031 z 18 21.704 44.388 .925 12.142 2.21 H2-1 23 MZbZA LZx2x6 .3/6 9.031115-1._ .092 U z 18 36.214 44.388 .925 2.142 1.1... H2-1 24 1 M21 OB Lc8xi3,7_.__ 375 8.5 26 .109 .885 y 26 8.251 130.5723.677 .047 13.349 1.1... H1 -1b 25 M131 L2x2x6 .374 0 26 -026- .046 ,2.031 M137 z 18 21.704 44.388 .925 2.142 2,4... H2-1 26 1 M123A I L2x2x6 .373 2.1.. .042 1 0 z 15-2 36.214 44.388 ".9252.142,2.1... H2-1 27 M235A L2x2x6 _ .373 7.969 15-17 .089 16.1... z 15-... 12.81 44.388 i .925 2.118 1.0... H2-1 28 M233A L2x2x60 _ .373 7.96):l5: -:5:1-j-- .099 _2.142 7 1.3.. .1 z 19 12.81 44.388.925 L2x2 6 2.118 j.0...H2-1 29 M208B C8x13.7 _ .366 8.5 26 111_ .885 y 26 8.251 1130.572 3.677 13.415 1.1... Hl -lb 30 M61 C8x13.7 .289 3.75 1 26 I .063 13.751 y 126 142.393 1130-5721 3.677 F29 7 1.3... H1 -1b 31 39 L2x2x6 L2x2x6 1.0751 26 26 .047 0 44.388 1 .925 2.14 .925 2.142 -M258 32 M137 L2x2x6 .282 L2x2x6 .110 047 .2.031 z 15.. 21.704 44.3881 76=252=1 2.1.. H2 -1I 33 � M134 L2x2x6 1 28? 0 26 .047 2.031 z 158..21.704 26 144.388 925 '2.1... H2-1 34 M60 I C8x13.7 280 13.751 H1 -1b 26 .062 E3-.7-51 y 126 42.393 130.572 3 67729 _2.142 7 1.3.. .1 H1 -1b 1 35 M238A L2x2 6 242 1 063 26 093 0 18 12 81 44 388 1 2 1 7C __ __ x 925 2.142 ... H2-1 36 E M138A L2x2x6 .228 1 00 18 1 .047 2.0311 z 115-1 21.704144.388 .925 2.142 2.1... H2-1 37 I M133A L2x2x6 .207 1 0 1 26 .047 2.031 z 15_...21.704 144.388 .925 2.142 2.5... H2-1 38 M124A I L2x2x6 .203 1 1.75 1 26 I .048 1 0 l y 115--- 37.983 144.388 925 1 2.1422 2.2 .. H2-1 39 M129A L2x2x6 .202 1.75 26 .047 0 15-1 37.983 44.388 .925 2.142 12.1... H2-1 40 M263 L2x2x6 .110 1.75 18 L055 0 z 15- 37.983 44.388 1 .925 2.142 2.0... H2-1 41_ M95 C8x13.7 .083 _ 2.731 26 .042 1.366 26 112.392'', 130.572 3.677 29.7 1.3... H1 -1b 42 M96 C8x13.7 .081 �� 26 .041 1.366 y 26 112.392 130.572 3.677 29 7 1.3:.. H1 -1b A ' M71; rRv1'A 7 n7ri 9 721 7C niA 1 IRS v OR 117'2g211 1 I S77 Z r77 7Q 7 1 Z ul -Iti U.i 45 I M76 C8xl3.7 1 .072 0 26 .036 11.366 v 26 112.392 130.5721 3.677 29.7 11.3... H1 -1b 1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 20 Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continued Company Designer Spicer Group May 16, 2018 1:56 PM IIRISA Job Number 125 125725SG2018 Checked By: ft]Dir LC Model Name Tri -Mer Wheat Ridge Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continued 67 Member ShaDe--Code Check Loc[ft] LC Shear ...Loc ft]Dir LC phi"Pnc ..phi`Pnt_..phi'Mn _.._ihii"Mn ... Cb EQn 57 M89.048 6 H1 -1b 4 26 006 0 z 26 19.666 44.388 925 2.142 1.5. .. H2-1 58 M102 _ L2x2x6 .046 0 14 .006 _ :0::: y 14 ; 28.08 44.388 1 .925 1 2.142 2.1... I H2-1 59 M100 L2x2x6 .046 1.3661 26 .021 1.366 V 14 30.369 44.388 i .925 2.142 1.2... H2-1 60 M88 I L2x2x6 1 .046 4 26 .005 11.751 z 26 19.666 144.388 .925 2.142 287 H2-1 61 M101 L2x2x6 .045 .1.366 26 .021 1.366 v 14 30.369 44.388' .925 2.142 1.3... H2-1 67 M97 C8x13.7 .037 3.5 121 .006 3.5 26 102.075 130.572 3.677_ 29.7 12.3 H1 -1b 68 M63 C8x13.7 .035 2.375 19 .043 Qy 26 82.967 1130.572 3.677 2 9.71.1... H1 -1b 69 M64 C8x13.7 .035 2.375 19 .044 4.75 Y 26 82.967 130.572 3,677 29.7 '1.1... H1 -1b 70 M62 C8x13.7 1 .035 12.3751 19 .042 14.75 y 126 82.967 T 13o.5721 3.677 1 29.7 11.1... I H1 -1b 71 M65 C8x13.7 .034 2.375 19 .042 0 26 82.967 130.572 3.677 29.7 1.1... H1 -1b 72 M74 C8x13.7 .031 3.5 23 1 .007 0 v 26 1 102.075 130.572 3.677 129.7 1.6... H1 -1b 73 M92 L2x2x6 .030 4 26 .005 1.75 v 26 19.666 .44.388 .925 2.142 2.7... H2-1 74 M77 C8x13.7 .028 0 23 .007 1 3.5 1 y 126 1102.075 130.572 3.677 29.7 2.9... H1 -1b 79 M94 C8x13.7 .022 3.5 21 .006 0 v 26 102.075 130.572', 3 R77 24 7 1.2... H1 -1h 2.2... H2-1 84 M83 L2x2x6 009 4 22 .005 4 z 23 1 9.666 44.388 925 2.142 1 26 H2-1 83 -7 0 14 �-1 2.142 12.5 ... ._H2-1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 21 Company : Spicer Group May 16, 2018 11IRMA A 125 Designer 1:57 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Load Combinations DescriptionSo..PD... SR... B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 111 + 11 /`F7 res Y 9 1 x / 8 0.6*DL + 0.7 -Ex lYesl Y F— 11 .6 7 .7 9 0.6*DL + 0.7*Ez Yes Y 1 .6 8 ' .7 10 DL + LL _ Y 1 1 1 4 1 11 —.jYesj 1 DL + 0.525*Ex + 0.75*LL Yes Y 1 1 7 .526 4 1.75 12 DL + 0.525*Ez + 0.75*LL lYesl Y 1 1 1 1 8 .525:4 '.75' 13 DL + Dist. X Y 1 1 5 1 I 14 DL + Dist. Y Y 1 1 6 1 15 DL + Pt. Load X Y 1 1 M1 1 16 DL + Pt. Load Y Y 1 1 1 M2 1 _17 1ADL Y 1 1.4 18 1.2DL + Wx -� Y� 1 11.2 2 1 1�- 19 1.2DL + Wz Y 1 1.2 3 1 1 20 - 0_9*DL + Wx Y 21 0.9*DL + Wz Y 1 9 3 1 22 DL + 0.7*Ex Y 1 1.2 7 1 1 23 DL + 0.7*Ez Y 1 1.2 8 1 24 0.6*DL + 0.7*Ex Y 1 1 .9 1 7 1 1 1)r, n a*ni n 7*c9 v 1-1 n Q 4 1 i-- 26 1 1.2DL + 1.6LL Y 1 1.2 4 1.6 27 Dead Load Y 1 1 28 Live Load Y 4 1 1 _ S� 29 Wind Load X Y 2 1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 22 Company Spicer Group May 16, 2018 IIIRISAModel Designer 125 Checks0 PM Job Number 125725SG2018 Checked By: Name Tri -Mer Wheat Ridge Envelope Joint Reactions _ Joint X [k] _. LC Y [kl LC Z Lkj ___LC MX [k-ftI LC__ MY -ftj_ LC MZfk-ft] LC _ 5 N5095 max 0 1 15.636 ' 3 0 1 0 1 0 1 0 1 6 1 Iminl 0 1 1.58 1 0 1 0 1 0 1 0 I i 7 N5099 max 0 1 12.944 3 0 1 0 1 0_ 1 0 1 8 minj 0 1 1 1.615 TT 0 1 1 1 1 0 Iminl 0 0 1 IJ 114 I IBJ IIICIA V I IJ.`iVY G V I V I I V I I V N4711 max 1.69 _14_ min, 0 1 1.399 9 0 1 0 1 0 1 0 0 15 N5119 max 0 1 14.98 _ 2 0 1 1 0 1 0 1 0 1 16 1 0 Iminl 0 1 1 -.951 75 1 0 1 0 1 0 1 1 0 1 _17 N5123 !max 0 1 13,612 2 0 1 0 1 0 1 0 1 52 min .027 5 0 1 -3.653 3 0 1 0 1 0 Il 53 N4711 max 1.69 4 0 1 -.403 1 0 1 0 1 0 1 54 _ ____ min -1.516 T 3 0 1 -3.205 1 3 0 1 0 1 55 N4715 max .664 4 0 1 -.413 1 0 1 0 1 0 1 56 min -2.48 3 0 1 -2.699 2 0 1 0 1` -01 1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 23 Envelope Joint Reactions (Continued) Joint _ X_[k]LC Y [k] LC Z [kl LC MX [k_ft]LC MYk[ ft] LC MZ �k-ft] LC 61__ N4731 max -.295 9 0 1 1.972 5 0 1 0 1 0 _ 1 62 min -3.414 2 1 0 1 1 -.03 1101 0 1 1 0 1 1 1 0 1 1 63 N4735 max .695 5 0 1 1.922 3 0 1 0 1 0 1 64 mini --3.062 1 2 1 0 1 .188 1 0 1 0 1 0 1 65 N4739 max 1.669 5 0___. _ 1 2.533 2 0 1 0 1 0 _ 1 666— min -2.096 2 0 -T 1 T .331 1 1 1 0 1 1 0 F1 0 1 1.1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 24 Company ' Designer Spicer Group May 16, 2018 2:00 PM IIIRISA Job Number 125 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Envelope Joint Reactions (Continued) Joint _ X_[k]LC Y [k] LC Z [kl LC MX [k_ft]LC MYk[ ft] LC MZ �k-ft] LC 61__ N4731 max -.295 9 0 1 1.972 5 0 1 0 1 0 _ 1 62 min -3.414 2 1 0 1 1 -.03 1101 0 1 1 0 1 1 1 0 1 1 63 N4735 max .695 5 0 1 1.922 3 0 1 0 1 0 1 64 mini --3.062 1 2 1 0 1 .188 1 0 1 0 1 0 1 65 N4739 max 1.669 5 0___. _ 1 2.533 2 0 1 0 1 0 _ 1 666— min -2.096 2 0 -T 1 T .331 1 1 1 0 1 1 0 F1 0 1 1.1 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 24 Joint Reactions (By Combination) 0 I 114014/ 1 U 1.40le U U U U 16 1 N5151 0 1.443 0 0 0 0 17_ 1 N5155 0 1.547 _ 0 0 0 0 19 1 N5163 1 0 1.772 0 0 0 0 20 1 N5167 0 1.674 0= 0 0 0 34 1 1 Company Designer Spicer Group May 16, 2018 2:00 PM IIIRISA Job Number 125 125725SG2018 Checked By: 0 Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) 0 I 114014/ 1 U 1.40le U U U U 16 1 N5151 0 1.443 0 0 0 0 17_ 1 N5155 0 1.547 _ 0 0 0 0 19 1 N5163 1 0 1.772 0 0 0 0 20 1 N5167 0 1.674 0= 0 0 0 34 1 1 N4743 -.243 0 .399 0 0 0 35 1 N4747 -.145 0 .426 0 0 0 36F _ 1 i N4751 -.047 0 .433 _ 0 0 0 0 37 1 N4755 .058 ' _ 0 .418 0 0 0 0 38 1 N4759 .149 n n T T .377 _ 0 0 0 39 1 N4763 .207 0 .327 0 0 0 40 1 N4767 _... .248 0 _.283 0 0 0 45 _ 1 _ _ N4791 21 0 -,284 0 0 46 �1 T N4791 .211 0 47 1 N4795 .171 _0 -.308 0 0 0 48 1 N4799 __.__..._.126 _ 0 -.342 0 0 0 49 1 Totals: 0 41.096 0 51_ 2 - -- N5103 0 11.46 0 0 0 0 52 T-2 N5091 0 1 1.873 0 _ 0 -- 0 -- 0 54 T 21 N5099 — 0 T 8.793 0___ 0 0 0- 55 2 N5107 0__ 13.54 0 0 0 0 5�� N5111 n 14 941 n n T ___ n n RISA -31D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 25 Company Spicer Group May 16, 2018 IIIRISA Designer 125 2:00 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC Joint Label X [k] Y [kj Z [k] MX Lk-ftL_ MY [k-fMZ k� ft] _ /3 L NO -1 /`9 U -5.4ub U U 0 i 0 74 1 2 N5183 0 -1.959 0 0 0 0 7 2 -2.547 81 2 N4731 83___2 2 _ N4739 2.096 0 2.533 _ 0 0 0 84 X 1 N4743 .769 0 2.984 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 26 Company Spicer Group May 167 2018 IIIRISAModel Designer 125 Checks00 PM Job Number 125725SG2018 Checked By: Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC Joint Label X Fkl Y RI Z fkl MX [k-ftl MY fk-ftl MZ k -ft 114 ( 3 N5143 0 -12.883 0 I 0 1 0 F 0 120 F 3 N5167 � 0 4.414 0 0 0 0 127 3 _ N4711 -1.516 i 0 -3.205 0 0 0 128L3 N4715 -2.48 0 1 -2.042 0 0 0 19A 1 3 N4791 -9 9d9 n 5F7 n n n 143 3 N4779 .433 0 1.964 0 0 0 1441 3 1 N4783 1.4 0 1.535 0 0 0 7 RISA -31D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 27 Joint Reactions (Bv Combination) (Continued Company Designer Spicer Group May 16, 2018 2:00 PM IIIRISA Job Number 125 125725SG2018 Checked By: __ MX [k_ftl Model Name Tri -Mer Wheat Ridge Joint Reactions (Bv Combination) (Continued I V 1 T IY-T! J 1 -U.L 1/ V -.UUZ7V U U 182 4 N4735 -2.881 0 1.374 0 0 0 190 4 N4767 �- -.333 0 -2.461 0 0 0 _195 4 _ N4787 -1.619 _ 0 2.136 __. 0 1 0 0 196 t­4� N4791 -.36 r 0 2.451 0 0 0 1.97 _ 4 N4795 .919 0 2.064 1981 4 N4799 _ 1.845 0 1.055 0 0 0 _L 10 5 IVO 14/ U--IU./U4 U _ U U U 216 5 �_ _ N5151 0 L_.-7.298 0 0 0_ 0 217 5 N5155 0 -4.112 0 0 n n 225 5 N4719 -2.573 _ _ ._ _ 0 -.498 0 ! 0 _ _ 0 226—,F —5-F- N4707 .027 0 -3.502 0 --F—O 0 227 5 N4711 -1.504 0 -3.044 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 28 LC _ _Joint Label X [k] Y [k] Z [kj_ __ MX [k_ftl MY [k -ft] MZ [k -ft] 171 4 N5171 0 -11.02 0 0 0 0 172T-4--F—N5175 0 -8.908 _ 0 0 0 0 173 4 N5179 0 -6.029 _ 0 0 0 0 174 F 47— N5183 0 -2.531 0 0 0 175 4 N4719 -.659 ___ ___ 0 -2.818 0 0 0 176 4 N4707 2.131 0 -.301 0 0 0 I V 1 T IY-T! J 1 -U.L 1/ V -.UUZ7V U U 182 4 N4735 -2.881 0 1.374 0 0 0 190 4 N4767 �- -.333 0 -2.461 0 0 0 _195 4 _ N4787 -1.619 _ 0 2.136 __. 0 1 0 0 196 t­4� N4791 -.36 r 0 2.451 0 0 0 1.97 _ 4 N4795 .919 0 2.064 1981 4 N4799 _ 1.845 0 1.055 0 0 0 _L 10 5 IVO 14/ U--IU./U4 U _ U U U 216 5 �_ _ N5151 0 L_.-7.298 0 0 0_ 0 217 5 N5155 0 -4.112 0 0 n n 225 5 N4719 -2.573 _ _ ._ _ 0 -.498 0 ! 0 _ _ 0 226—,F —5-F- N4707 .027 0 -3.502 0 --F—O 0 227 5 N4711 -1.504 0 -3.044 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 28 Company Spicer Group May 16, 2018 IIIRIbA A 125 Designer 2:00 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC _Joint Label_ X [k] _ _ I Z [kj MX k -ft MY k -ft MZ k -ft 228 1 5 N4715 -2.434 0 -1.877 0 0 10 ZDw 0 I140IZ3 U O.U4 U _ U U_ U 260 6 N5127 0 4.321 0 0 00 _272 6 N5175 0 -1.186.__ . 0 0 0 0 273 6 N5179 0 -.502 0 0 0 0 2741 6 1 N5183 0 .457 0 0 i0 0 Z/y O I144(Z.5 -.out U -.tIZ3 U U U 2801 6 N4727 ( -1.147 0 -.549 0 0 0 281 6 N4731 -1.28 0 -.02 0 0 0 282 6-1— N4735 -1.159 _ __ 0 _x__.513 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 29 Company Spicer Group May 16, 2018 IIIRISA Designer 2:00 PM Job Number 125 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC Joint Label X [k] Y [kj Z [k] MXfk___ MY [k-ftlMZ fk-ft] 285. _ 6 N4747 .017 0 .998 0 0 0 286 6 N4751 .36 0 .765 0 0 0 289 6 N4763 .367_ _ 0 -.248 0 1 0 10 2901 6 1 N4767 .084 I 0 1 -.371 1 0 0 0 291 6 N4771 -.178 0 -.332 0 0 0 292 _ 6 N4775 -x.406 -.346 0 -.192 0 0 0 293 ' 6 N4779 0 -.013 0 0 0 2941 6 1 N4783 -.361 0 .17 -o---T 0 0 3UU / Nb1 Z3 U .614 0 _ .__ 0 _ _ 0_ _ 0 310 7 N5127 0 -.358 0 1 0 0 r 311 7 N5131 _0 -1.267 0 0 0 0 3121 7 N5135 0 -1.953 0 0 _ 0 0 313 7 N5139 0 -2.243 0 0 n n _341 7 N4771 -.189 _ 0 .443 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\ Design\Stack\95ft Stack.r3d] Page 30 Joint Reactions (Bv Combination) (Continued LC Company Designer : Spicer Group May 16, 2018 2:00 PM IIIRISA Job Number 125 125725SG2018 Checked By: MZ fk-ft] Model Name Tri -Mer Wheat Ridge Joint Reactions (Bv Combination) (Continued LC Joint Label _ X fkl Yfkt Z k MX k-ftl MY k -ft MZ fk-ft] 342 7 N4775 .094 0 _ .539 1 0 0 _ _ 0 343 1 7_ N4779 .375 0 .462 0 0 0 344 7 _ _ _ N4783 1 .599 0 .254 0 �— 0 0 375 8 N4719 -.286 0 -.906 - 0 0 0 3 6 8 N4707 .541 0 -.225 0 0 0 381 8 N4731 -1.083 0 -.012 0 0 0 382 1 8 N4735 -.977 0 .438 0 0 0 1561 is N4 N4771 395 8 N4787 0 .42 0 0 0 -_396 8 N4791 _-.313 __- [ - -.033_ 0 .491 0 0 0 397- 8 N4795 .269 0-- _ ._ 398 � 8 � N4799 l .489 0 r .135 0 0 T 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 31 Joint Reactions (Bv Combination) (Continued LC_ _ Joint Label X [k] Y [k] _ _ Z fkj MX[k-ftj MY fk-ft1� MZ fk-ft] 399 8 Totals: -3.623 24.658 0 _ 400 I 8 COG eft_ X:.318 Y: 45.46 Z: -.093 ant 9 Nr,1nA n 3 919 n n n n 403 9 N5095 0 4.654 0 0 i 0 0 404 1 9—F— N5099 0 3.978 0 0 0 0 --] 415 v N014/ U -1.Ubj U o 0 0 4161 9 1 N5151 —T 0 -1.242 1 0 1 0 '10 0 4321 9 1 N4735 -.009 0 51V 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 32 Company Designer Spicer Group May 16, 2018 2:00 PM '',RISA Job Number 125 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (Bv Combination) (Continued LC_ _ Joint Label X [k] Y [k] _ _ Z fkj MX[k-ftj MY fk-ft1� MZ fk-ft] 399 8 Totals: -3.623 24.658 0 _ 400 I 8 COG eft_ X:.318 Y: 45.46 Z: -.093 ant 9 Nr,1nA n 3 919 n n n n 403 9 N5095 0 4.654 0 0 i 0 0 404 1 9—F— N5099 0 3.978 0 0 0 0 --] 415 v N014/ U -1.Ubj U o 0 0 4161 9 1 N5151 —T 0 -1.242 1 0 1 0 '10 0 4321 9 1 N4735 -.009 0 51V 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 32 Joint Reactions (By Combination) (Continued) IV IYV IVV V_ G.VuJX-____ U U U U 468 10 145159 0 23 1 0 0 0 0 4771 10 N4711 _ -.026 0 -.57 0 0 0 478 1 10 N4715 -.15 0 -.593 0 0 0 14791 10 N4723 -.469 0 -.518 0 0 n 495 10 N4787 .368 0 -.344 0 0 0 496.1 10 1 N4791 _ .288 0 _ -.392 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 33 Company Designer Spicer Group May 16. 2018 2:00 PM A IIIRIbA Job Number 125 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) IV IYV IVV V_ G.VuJX-____ U U U U 468 10 145159 0 23 1 0 0 0 0 4771 10 N4711 _ -.026 0 -.57 0 0 0 478 1 10 N4715 -.15 0 -.593 0 0 0 14791 10 N4723 -.469 0 -.518 0 0 n 495 10 N4787 .368 0 -.344 0 0 0 496.1 10 1 N4791 _ .288 0 _ -.392 0 0 0 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 33 '''RISA Company Designer Job Number Spicer Group May 16, 2018 125 2:00 PM 125725SG2018 Checked By: -.184 Model Name Tri -Mer Wheat Ridge Joint Reactions (By Combination) (Continued) LC Joint Label X [k] Y [k] Z [k] MX [k_ftL MY�k�___ MZ [kAj _ 519 11 N5163 0 -.326 0 0 0 0 520 11 N5167 _-.383 0 J0 —0--F-0 529 11 N4723 -.791 0 -.905 0 0 0 530 11 N4727 -1.116 0 -.547 0 n n bol 11...._ N4 / / 1 U3 U -.125 0 0 0 542 11 N4775 1 -.068 1 1 -.074 0 0 0 _548.1 11 1 N4799 .48 0 -.184 0 0 _ 0 549 11 Totals: -2.717 52.835 0 5501 11 COG (ft): X:.362 Y: 51.305 Z: -.109 551 12 _N5103 0 3.883 0 0 0 0 552 1 12 N5091 0 4.926 0 0 0 0 553 12 N5095 0 4.796 0 0 0 0 554F12-F—N5099 _ 0 _ 4.331 .__ 0_ 0 0 _ 0 555 12 N5107 0 3.627 0 0 0 0 556 12 N5111 0 3.442 i 0 0 0 0 U RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 34 Company Spicer Group May 16, 2018 IIIRISA Designer 125 2:00 PM Job Number 125725SG2018 Checked By: Model Name Tri -Mer Wheat Ridge Joint Reactions (Bv Combination) (Continued LC Joint Label X fkl_ Y fk] f_k] MX [k-ftl MY k -ft MZ k -ft 5701 12 77 N516 _ 0 T- 2.609 _ _Z__ 0 0 0 _ 571 12 N5171 0 ' 2.856 0 0 0 0 5721 12 N5175 0 1 3.237 0 0— 0 0 DO/ 1L N4/55 U/Z U -.1 UO U U 0 588 12 N4759 -.092 _ 0 -.07 0 0 0 -71 RISA -3D Version 15.0.4 [QA ... \125725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\95ft Stack.r3d] Page 35 Stack Single Anchor www.hilti.us Profis Anchor 2.7.6 Company: Page: 1 Specifier: Project: Tri -Mer Wheat Ridge Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/16/2018 E -Mail: Specifier's comments: Governing: N5139 LC 21 1 Input data Anchor type and diameter: Heavy Hex Head ASTM F 1554 GR. 55 1 1/2 Effective embedment depth: hef = 18.000 in. Material: ASTM F 1554 Proof: Design method ACI 318-11 / CIP Stand-off installation: eb = 0.000 in. (no stand-off); t = 1.500 in. Anchor plate: I, x ly x t = 9.750 in. x 8.000 in. x 1.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 4000, f,,'= 4,000 psi; h = 36.000 in. Reinforcement: tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [lb, in.lb] Z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 0 A19DO i r a {pit S► —1 4 X www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force 1 24,600 7,708 5,950 4,900 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 24,600 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load 1.41 75,000 Calculations Nsa [lb] 105,750 Results Ns. [lb] steel Ns. [Ib] Nua [lb] 105,750 0.750 79,312 24,600 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page: Project: Sub -Project I Pos. No.: Date: city # N„ [lb] Utilization fiN = 79,312 Load N„a [Ib] Steel Strength* 24,600 Pullout Strength* 24,600 Concrete Breakout Strength** 24,600 Concrete Side -Face Blowout, direction ** N/A * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = Ase,N futa ACI 318-11 Eq. (D-2) � Nsa Nua ACI 318-11 Table D.4.1.1 Variables Ase.N [in .z ] fut. [psi] 1.41 75,000 Calculations Nsa [lb] 105,750 Results Ns. [lb] steel Ns. [Ib] Nua [lb] 105,750 0.750 79,312 24,600 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page: Project: Sub -Project I Pos. No.: Date: city # N„ [lb] Utilization fiN = 79,312 32 69,843 36 48,670 51 N/A N/A Profis Anchor 2.7.6 2 Tri -Mer Wheat Ridge 5/16/2018 y { � x N„ Status OK OK OK N/A www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 3.2 Pullout Strength NPN = W e,p Np ACI 318-11 Eq. (D-13) Np = 8 Abr9 fc ACI 318-11 Eq. (D-14) 0 NPN > Nua ACI 318-11 Table D.4.1.1 Variables W co Ab, [in .2] k a fe [psi] 1.000 3.12 1.000 4,000 Calculations NP [Ib] 99,776 Results N, [lb] concrete 0 Npn [lb] Nua [lb] _ 99,776 0.700 69,843 24,600 3.3 Concrete Breakout Strength Ncb = ( ANC ) W ed,N W W CP,N Nb ACI 318-11 Eq. (D-3) 4N ANc0 Neb>t Nua ACI 318-11 Table DA. 1.1 ANc see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANoo = 9 hf ACI 318-11 Eq. (D-5) 1 W ec,N - 1 + 2 eN < 1.0 ACI 318-11 Eq. (D-8) 3 het W ed,N = 0.7 + 0.3 ( Capin \ 1.0 1.5hef ACI 318-11 Eq. (D-10) W cp,N = MAX�ca,min 1.5hef) :51.0 ACI 318-11 Eq. (D-12) Cac Cac f Nb = 16 a a hef3 ACI 318-11 Eq. (D-7) Variables hef [n] ec,,N [in.] ec2,N [in.] Ca,min [in.] 18.000 0.000 0.000 10.000 Cac [in.] kc %. a fc [psi] 16 1.000 4,000 Calculations AN. [in .21 ANco [in .2] W ecl,N W ec2,N 1,998.00 2,916.00 1.000 1.000 Results _ N.b [lb] concrete Ncb [lb] Nua [lb] 69,528 0.700 48,670 24,600 Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilb is a registered Trademark of Hilti AG, Schaan Page: Project: Sub -Project I Pos. No.: Date: 1.000 0.811 1.000 Profis Anchor 2.7.6 3 Tri -Mer Wheat Ridge 5/16/2018 Nb [Ib] 125,104 I, www.hilti.us _ Profis Anchor 2.7.6 Company: Page: 4 Specifier: Project: Tri -Mer Wheat Ridge Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/16/2018 E -Mail: 4 Shear load Load Vua [Ib] Steel Strength' 7,708 Steel failure (with lever arm)' N/A Pryout Strength" 7,708 Concrete edge failure in direction x+" 7,708 anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength Vsa = 0.6 Ase,v futa ACI 318-11 Eq. (D-29) 11, Vsteel > Vua ACI 318-11 Table D.4.1.1 Variables Ase,y [in .21 futa [psi] 1.41 75,000 Calculations Vs. [lb] 63,450 Results Vsa [lb] steel Vsa [lb] Vua [lb] 63,450 0.650 41,242 7,708 4.2 Pryout Strength A Capacity III V„ [lb] Utilization R„ = VuA V„ Status 41,242 19 OK N/A N/A N/A 97,339 8 OK 12,600 62 OK Vcp = k, RAN / W ed,N W c,N W CoN NoJ LL ^N ACI 318-11 Eq. (D-40) d VcP >_ Vua ACI 318-11 Table D.4.1.1 ANC see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 hf ACI 318-11 Eq. (D-5) 1 W ec,N = 1 + 2 eN <_ 1.0 ACI 318-11 Eq. (D-8) 3 hef W ed,N = 0.7 + 0.3 ( C., -i- ) !; 1.0 1.5hef ACI 318-11 Eq. (D-10) • cp,N = MAX Ca.min 1.5hefl 51.0 ACI 318-11 Eq. (D-12) Cac Cac J No = 16 a a � hef3 ACI 318-11 Eq. (D-7) Variables kP hef [In.] ect,N [in.] ec2,N [in.] Ca,min [in.] 2 18.000 0.000 0.000 10.000 W c,N Cac [In.] kc T a f [psi] 1.000 - 16 1.000 4,000 Calculations AN, [in .z ] ANco [in .z ] _ W ec1,N W ec2,N W etl,N 1,998.00 2,916.00 1.000 1.000 0.811 Results Vcp [lb] if` concrete Vcp [lb] Vua [lb] 139,056 0.700 97,339 7,708 Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hitt AG, Schaan kV cP,N No [lb] 1.000 125,104 www.hilti.us Company: Page: Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date. E -Mail: ACI 318-11 Eq. (D-32) 4.3 Concrete edge failure in direction x+ a Vcb = Q o / W ed,V W c,V W h,V W parallel,V Vb / ACI 318-11 Eq. (D-30) al Vcb>_ Vua ACI 318-11 Table D.4.1.1 Ave see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) 1.500 Avco = 4.5 Cal ACI 318-11 Eq. (D-32) 1 W ec,V - 1 + 2e„ <_ 1.0 ACI 318-11 Eq. (D-36) 3Ca, Ave [in 21 Wed.V = 0.7+ 0.3(1 52 / 1.0 ACI 318-11 Eq. (D-38) W ed,V W h V Vb [Ib] W h,v 1.0 ha ACI 318-11 Eq. (D-39) Vb = 9 1, a Jfe Ca I' ACI 318-11 Eq. (D-34) Variables Results ca, [in.] Cat [in.] eev [in.] W c.y ha [in.] 10.000 0.000 1.000 36.000 le [In.] a da [In.] fc [psi] W parallel,V 12.000 1.000 1.500 4,000 1.000 Calculations Ave [in 21 Avco [in.2] W ec,v W ed,V W h V Vb [Ib] 450.00 450.00 1.000 1.000 1.000 18,000 Results Vcb [lb] concrete Vcb [lb] Vua [Ib] 18,000 0.700 12,600 7,708 5 Combined tension and shear loads ON Rv C Utilization QN,V N Status 0.50f25 0.612 5/3 77 OK Rf1!J NV — I' + P' Profis Anchor 2.7.6 5 Tri -Mer Wheat Ridge 5/16/2018 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 1) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 7 Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: df = 1.563 in. Plate thickness (input): 1.500 in. Recommended plate thickness: not calculated Drilling method: - Cleaning: No cleaning of the drilled hole is required A A OAC Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.6 6 Tri -Mer Wheat Ridge 5/16/2018 Anchor type and diameter: Heavy Hex Head ASTM F 1554 GR. 55 1 1/2 Installation torque: - Hole diameter in the base material: - in. Hole depth in the base material: 18.000 in. Minimum thickness of the base material: 19.500 in. Coordinates Anchor in. Anchor x y c -x 1 0.000 0.000 - 10.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Q C) CJ 0 0 q 0 v v 4.875 4.875 Coordinates Anchor in. Anchor x y c -x 1 0.000 0.000 - 10.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 8 Remarks; Your Cooperation Duties Profis Anchor 2.7.6 Page: 7 Project: Tri -Mer Wheat Ridge Sub -Project I Pos. No.: Date: 5/16/2018 Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Design Maps Summary Report Wit= Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.75850N, 105.0805DW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ` 'kesleral Heil' ts, , '. wesiminstW *c4mmerc*chy 011 Amada Denver WheatRidg(r«} ret; -AJKF 45 yt AfouhrAm Kit ;.. - vg Auror AM 70 L _ f •,may r. USGS-Provided Output SS = 0.189 g SMS = 0.302 g SDs = 0.201 g Si = 0.060 g SMI = 0.143 g SDI = 0.095 g Page 1 of 2 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCFPn Respiwse Spectrum Des:g ri Response Sgiectrunn Penoa,T se:j For PGA,,,, T, Cas, and CR, values, please view the detailed report. https://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude... 3/19/2018 Design Maps Detailed Report Page 1 of 6 9-W-(= Design Maps Detailed Report ASCE 7-10 Standard (39.7585°N, 105.0805°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain S,). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 cl' SS = 0.189 g From Figure 22-2 `Z' S, = 0.060 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class vs N or N.„ su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 -- ---_ _ ___.__ >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w > 40%, and • Undrained shear strength su < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 1lb/ft2 = 0.0479 kN/mz https://earthquake.usgs.gov/cn 1/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 2 of 6 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F. Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period SS 5 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS > 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F 3.5 See Section 11.4.7 of ASCE 7 2.4 F Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and S, = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class MaDDed MCE Q SDectral Resoonse Acceleration Parameter at 1-s Period For Site Class = D and S, = 0.060 g, F� = 2.400 https:Hearthquake.usgs.zn -ov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 S,:-0.10 S,=0.20 S,=0.30 S,=0.40 S,>!0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.060 g, F� = 2.400 https:Hearthquake.usgs.zn -ov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Equation (11.4-1): Equation (11.4-2): SN,S = FaSs = 1.600 x 0.189 = 0.302 g Sh,l = FSI = 2.400 x 0.060 = 0.143 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): SDS—Z/3SMs=2/3x0.302=0.201 g Equation (11.4-4): SDI = 2/3 S,,l = 2/3 x 0.143 = 0.095 g Section 11.4.5 — Design Response Spectrum From Figure 22-12 `3' T, = 4 seconds Figure 11.4-1: Design Response Spectrum T<Ta:S,= Sas (0.4+0.6TITo j TO5T5Ts:S.=S05 0.2 Ts<T5TL: S.=SD, IT T > TL: S. m SD1TL 1 T2 E'enot f ,e.j Page 3 of 6 https://earthquake.usgs.gov/cn I/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 CM5 ________ , E'enot f ,e.j Page 3 of 6 https://earthquake.usgs.gov/cn I/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 4 of 6 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. S,z - 0.202 P'no1, kSec) https://earthquake.usgs.gov/cn 1/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 5 of 6 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 1 4' PGA = 0.097 Equation (11.8-1): PGA,, = FRCAPGA = 1.600 x 0.097 = 0.155 g Table 11.8-1: Site Coefficient F,�, Site Mapped MICE Geometric Mean Peak Ground Acceleration, PGA Class PGA <_ PGA = PGA = PGA = PGA >_ 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.097 g, F,�A = 1.600 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17151 From Figure 22-18 E6' CRS = 0.906 CRl = 0.898 https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=m inimaI&latitude=39... 3/19/2018 Design Maps Detailed Report Section 11.6 — Seismic Design Category Table 11.6-1 Seismic Desian Cateaory Based on Short Period Resoonse Acceleration Paramatar VALUE OF SDs RISK CATEGORY I or II III IV SDs < 0.167g A A A 0.167g <_ SDs < 0.33g B B C 0.33g 5 SDs < 0.509 C C D 0.509 <_ SDs D D D For Risk Category = I and SDs = 0.201 g, Seismic Design Category = B Table 11.6-2 Seismic Desian Cateaory RacPci on 1-S PPrind Racnnnca Arraiaratlnn Paramatar VALUE OF SDI RISK CATEGORY I or II III IV SDI <0.067g A A A 0.067g 5 SDI < 0.133g B B C 0.133g< SDI <0.209 C C D 0.20g <_ SDI D D D For Risk Category = I and SD, = 0.095 g, Seismic Design Category = B Note: When S, is greater than or equal to 0.758, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = B Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References Page 6 of 6 1. Figure 22-1: https://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-1. pdf 2. Figure 22-2: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12.pdf 4. Figure 22-7: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-17.pdf 6. Figure 22-18: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-18.pdf https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Page 1 of 38 MecaStack v5414 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright O 2017 Calculations Prepared by: Calculations Prepared For: Client: Tri -Mer Corp. Date: May 16, 2018 Project #: 125725SG2018 Designer: DPZ Location: Wheat Ridge File Location: Q:\Proj20l8\l25725SG2018 - Tri -Mer Wheat Ridge\_Design\Stack\Wheat Ridge Stack.Stk INPUT PARAMETERS: * Linear Static Analysis * Stress analysis based upon Allowable Stress Design Total Stack Height = 94.0 ft Top of Stack Elevation = 94.0 ft Grade Elevation = 0.0 ft Bottom of Stack = 0.0 ft All elevations are based upon the bottom of stack being at 0 ft Stack Geometry: Elevation Inner Diameter I Elevation Thickness I Elevation Corrosion Allow ft ft ft in ft in --------- -------------- ------------------- ---------- --------------- 94.0 7.000 1 94.0 0.1875 1 94.0 0.0000 1 60.625 0.2500 1 1 31.625 0.3750 1 Materials: Elev Material Temp Fyld Elas Mod Alpha Allow Strs Density ft Deg F ksi ksi in/in/F ksi lb/ft^3 ------------------- ------ ----- -------- -------- ---------- ------- 94.0 A -588-A (Corten 800.00 45.10 24200 7.20E-06 17.80 490.0 70.00 55.00 29500 6.90E-06 21.70 490.0 Platforms: Plat Elev Start Ang End Ang Width Stack OD Weight ft --------- Deg Deg ft ft lb 30.0 --------- 290.0 ------- 339.0 ----- 3.500 -------- 7.063 ------ 313 60.0 250.0 299.0 3.500 7.042 313 75.0 0.0 360.0 5.000 7.031 5628 Ladders: Top Elev Bot Elev Orientation Type of Ladder Weight Wind Area ft ft Deg lb/ft ft^2/ft 35.0 0.0 270.0 Caged Ladder Only 23.00 0.75 65.0 30.0 319.0 Caged Ladder Only 23.00 0.75 75.0 60.0 270.0 Caged Ladder Only 23.00 0.75 Refractory/Insulation: Description Top Elev Bot Elev Thickness Density Location Support ft ft in lb/ft^3 ---------------------------------------------------------- 0 84.833 75.833 4.0000 11.0 External Linear 1. Internal - adds weight only 2. External - adds Wt + wind area.(Add 80% to Wt for seal, jacket & moisture) 3. Support of refractory dead load: Linear - Wt evenly distributed along stack Bottom - Wt is supported at bottom refractory elevation Other - Wt supported at the elevation entered in the 'Sup El' field file:///C:/Users/zeddiesdp.SPIC ERG ROUP/App Data/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 2 of 38 Vertical Stiffeners: E1 Top E1 Bot Depth ft ft in ------ ------ ------ 29.0 11.0 6.0000 Stiffening Rings: Thk Qty Shape -Fac in ------ --- --------- 0.7500 4 1.400 ID Country Shape Size Config Material A Not Applicable FLAT Depth: 6.0000 in X Thk: 0.2500 in A -588-A (Corten B) The material properties for the shell/ring section are based upon the shell. Software does not evaluate any problems that could arise if the riser is a different material than the stiffening rings. Stiff Elevations ID (ft) A 14.0, 26.0, 70.0, 94.0, 74.0, 46.0 Breech Rectangular: Ctr Elev Height Width Qty Stiff Area Style Orien Tilt Proj Thk ft ft ft sq in Deg Deg in in -------- ------ ----- ------------- ----- ----- ----------- ------ 20.114 6.125 3.708 2 0.00 1 0.0 45.0 89.0000 0.1875 1. Stiffener Area represents the Area of each stiffener, horizontal and vertical. 2. Stiffener Style 1 = Stiffening Ring above and below opening, and longitudinal stiffeners on each side of opening. 3. Stiffener Style 2 = Longitudinal stiffeners on each side of the opening extending above and below the opening 0.5 * opening width. Horizontal stiffeners are placed above and below the opening, but need not extend past the vertical stiffeners 4. Stiffeners should be placed as close to the opening edge as possible. 5. Analys performed per CICIND 'Model Code for Steel Chimneys' Commentary # 5. Nozzles: Elev OD Thick Repad Repad Tilt Orientation Projection Width Thick ft ----- in in in in Deg ------ Deg in 77.13 ------ ------ ------ ---- 6.6250 0.2500 0.0000 0.0000 ----------- 0.0 315.0 ---------- 8.0000 77.13 6.6250 0.2500 0.0000 0.0000 0.0 135.0 8.0000 78.13 4.5000 0.2370 0.0000 0.0000 0.0 270.0 8.0000 78.13 4.5000 0.2370 0.0000 0.0000 0.0 90.0 8.0000 80.13 4.5000 0.2370 0.0000 0.0000 0.0 180.0 8.0000 82.13 4.5000 0.2370 0.0000 0.0000 0.0 180.0 8.0000 Helical Strakes: (3 Vanes 120 deg apart assumed) E1Top = Top Strake Elevation = 94.0 ft E1Bot = Bottom Strake Elevation = 62.667 ft Pitch = Strake Pitch (One complete wrap) = 35.0 ft Width = Strake Width = 8.4000 in Thick = Strake Thickness = 0.1090 in ShapeFac = Strake Shape Factor (Applied to bare stack shell) = 1.40 Tinss = External Insulation Thickness = 0.0000 in SO = Stand-off from OD of shell to strake = 0.0000 in Len = Total Length of Strakes (all 3 vanes) = 131.501 ft Area = Total Painted Area of Strakes (all 3 vanes) = 164.81 sq in Wraps = Total Number of Wraps (Top elev - Bot elev)/ Pitch = 0.90 WtUni = Estimated Linear Weight of Strakes and Clips = 17.54 lb/ft Wt = Estimated total Weight of Strakes and Clips = 550 lb file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SeIectedAnalys... 5/16/2018 Page 3 of 38 Baseplate: Ds = Outer Diameter of Stack at Base = 84.7500 in Di = Inside Diameter of Baseplate = 72.0000 in Dbc = Bolt Circle Diameter = 94.5000 in Do = Outside Diameter of Baseplate = 103.5000 in Tb = Thickness of Bottom Plate = 1.5000 in Tt = Thickness of Top Plate = 1.5000 in Pw = Plate Washer Width = 4.0000 in P1 = Plate Washer Length = 4.0000 in Pt = Plate Washer Thickness = 0.7500 in Pdh Plate Washer Bolt Hole = 1.6250 in Fw = Fillet Welds = 0.2500 in Db = Nominal Bolt Diameter = 1.5000 in Dbh = Diameter of Bolt Hole = 2.0000 in Nb = Number of Bolts = 24 Fu = Ultimate Bolt Tensile Stress = 58000.0 psi CA = Total Corrosion Allowance for Bolts and Baseplate = 0.0000 in Ec = Modulus of Elasticity of Concrete = 3000000.0 psi Fc = Allowable Compressive Stress of Concrete = 4000.0 psi Fy = Yield Stress of Baseplate Material = 55000.0 psi Es = Modulus of Elasticity of Baseplate = 29500000.0 psi Dens = Density of Baseplate = 490.0 lb/ft^3 U = Poisons Ratio for Baseplate Material = 0.300 Ngus = Number of Gussets per Bolt = 1 hg = Height of Chair = 18.0000 in tg = Thickness of Gusset = 0.7500 in Structural Flange(s): Structural Flange: FLANGE #1 - 31.625 ft Ds = Outer Diameter of Shell = 84.7500 in Dbc = Bolt'Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in Db = Nominal Bolt Diameter = 0.7500 in Nb = Number of Bolts = 36 Ft = Allowable Bolt Tensile Stress = 120.00 ksi Fp = Pre -Load % of Allowable Bolt = 75.00 % Eb = Modulus of Elasticity for Bolt = 29300.00 ksi Fys = Yield Stress of Shell = 45.10 ksi Fw = Tensile Stress of Weld = 70.00 ksi E = Modulus of Elasticity = 24200.00 ksi Fyc = Yield Stress of Flange = 45.10 ksi Structural Flange: FLANGE #2 - 60.625 ft Ds = Outer Diameter of Shell = 84.5000 in Dbc = Bolt Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in Db = Nominal Bolt Diameter = 0.7500 in Nb = Number of Bolts = 36 Ft = Allowable Bolt Tensile Stress = 120.00 ksi Fp = Pre -Load % of Allowable Bolt = 75.00 % Eb = Modulus of Elasticity for Bolt = 29300.00 ksi Fys = Yield Stress of Shell = 45.10 ksi Fw = Tensile Stress of Weld = 70.00 ksi E = Modulus of Elasticity = 24200.00 ksi Fyc = Yield Stress of Flange = 45.10 ksi Design Codes Comprehensive Design Standard: ASME STS -1-2016 'Steel Stack Design' Stress Criteria: ASME STS -1-2016 'Steel Stack Design' Wind Load Criteria: ASCE 7-05 'Minimum Design Loads for Buildings and Other Structures' file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SeIectedAnalys... 5/16/2018 Page 4 of 38 V = Design Wind Speed = 115.0 mph Exposure = Terrain Exposure = C Category = Structural Category = II Vortex Shedding Criteria: ASME STS -1-2016 'Steel Stack Design' Arrange = Stack Arrangement = Single Const _Dia = Force the analysis to use Constant Diameter Equations. = False UseAvgPhi = Use the Average Mode Shape for each element = True Life = Fatigue life of the stack = 50.0 Years Cycles = Override Number of Cycles (0 to calculate automatically) = 0 Modes = Number of Modes to consider in Vortex Shedding Analysis = 2 Fatigue Criteria: American Institute of Steel Construction 360-10 Elev Cat Cf Fth 2a w tp ft ----- ksi ----------- ---- in in in 94.00 C 0.00E+00 0.00 ------ ------ 0.0000 0.0000 ------ 0.0000 Seismic Criteria: IBC 2012 International Building Code Category = Occupancy Category = III SiteClass = Site Class = D S1 = Spectral Acceleration for 1 sec. Period = 0.060 Ss = Spectral Acceleration for Short Period = 0.189 Ra = Response Modification Coefficient = 2.000 Fac _Live = Factor to apply to Live loads to be treated as Mass = 0.000 Fac Oper = Factor to apply to operating loads to be treated as Masses = 0.000 Deflection Criteria: Deflection Criteria for Static Loading: MaxDefl = Limitation based upon Stack Ht: Stack Ht / 133 = 8.4812 in Deflection Criteria for Vortex Loading: DeflLimit = Limitation based upon a % of Top OD: Stack Top OD x 0.05 = 4.2000 in Damping Criteria: Structural Damping Criteria: Criteria: Value(s) Manually Entered by User Mode Bs Ds Struc Damping Log Decrement Damping ----------------- --------------------- 1 0.0020 0.0126 2 0.0020 0.0126 3 0.0020 0.0126 Log Decrement Damping = 2 * PI * Bs Aerodynamic Damping Criteria: (Only used in Along wind analysis, Not considered for vortex shedding) Criteria: ASME STS -1-2016 Component ------------------------- Platforms (Live, Fac = 1) ------------------------- Total Weight Summary (Live) Elev COG Weight ft lb 70.702 13234 -------- ------ 70.702 13234 Weight Summary (Dead) file:///C:/Users/zeddiesdp.S PIC ERG ROUP/AppData/Roam i ng/MecaStack/SelectedAnalys... 5/16/2018 Page 5 of 38 Component Start Ang End Ang Elev COG Weight Elev COG ---------------------------------- ft Deg Deg ft lb ft Cylinders (Corroded Wt = 22858 lb) 290.0 -------- 39.624 ------ 22858 7.000 Vertical Stiffeners 313 60.00 250.0 20.0 1103 7.000 Ladders 313 75.00 --------- 0.0 --------- 38.676 1955 7.000 Platforms 5628 Total 71.997 6254 -------- Stiffening Rings ------ 6254 53.954 774 Refractory 80.333 1374 Helical Strakes 78.334 550 Baseplate 0.63 3815 Structural Flange(s) 76.181 1160 Total 43.664 39843 Cylindrical Shells: (Wt = 22858 lb, El COG = 39.62 ft) Elev Elev Elev OD Thk Density Wt Lin Wt Wt Top Bot COG Corroded UnCorroded UnCorroded ft ft ft ft in lb/ft^3 lb lb/ft lb 94.00 84.83 89.42 7.031 0.1875 490.0 1547 168.75 1547 84.83 75.83 80.33 7.031 0.1875 490.0 1519 168.75 1519 75.83 62.67 69.25 7.031 0.1875 490.0 2222 168.75 2222 62.67 60.63 61.65 7.031 0.1875 490.0 345 168.75 345 60.63 31.63 46.13 7.042 0.2500 490.0 6530 225.16 6530 31.63 1.50 16.56 7.063 0.3750 490.0 10190 338.24 10190 1.50 0.00 0.75 7.063 0.3750 490.0 507 338.24 507 Total 39.62 22858 22858 Vertical Stiffeners: (Wt = 1103 lb, El COG = 20.00 ft) El Top El Bot El COG Depth Thk Qty Density Lin Wt Tot Wt ft ft ft in in lb/ft^3 lb/ft lb ------ ------ 29.00 11.00 ------ ------ ------ 20.00 ------ ------ 6.0000 ------ ------ --- 0.7500 4 ------ --- ------- ------ 490.0 61.25 ------ 1103 Total 20.00 ------- ------ 0.00 ------ 1103 Ladders: (Wt = 1955 lb, El COG = 38.68 ft) Description Elev Top Elev Bot Elev COG Lin Wt Weight ----------------- ft -------- ft ft lb/ft lb Caged Ladder Only 35.00 -------- 0.00 -------- 17.50 ------ 23.00 ------ 805 Caged Ladder Only 65.00 30.00 47.50 23.00 805 Caged Ladder Only ----------------- 75.00 -------- -------- 60.00 67.50 -------- 23.00 345 Total 38.68 ------ ------ 1955 Platforms: (Wt = 6254 lb, E1 COG = 72.00 ft) Plat Elev Start Ang End Ang Width Stack OD Elev COG Weight ft Deg Deg ft ft ft lb 30.00 290.0 339.0 3.500 7.000 30.00 313 60.00 250.0 299.0 3.500 7.000 60.00 313 75.00 --------- 0.0 --------- 360.0 ------- 5.000 7.000 75.00 5628 Total ----- -------- -------- 72.00 ------ 6254 Stiffening Rings: (Wt = 774 lb, E1 COG = 53.95 ft) Description Elevation Weight ft lb --------------------------------- --------- ------ A: Flat Bar 6.0000 in X 0.2500 in 94.00 129 A: Flat Bar 6.0000 in X 0.2500 in 74.00 129 A: Flat Bar 6.0000 in X 0.2500 in 70.00 129 file:///C:/Users/zeddiesdp.SPIC ERG ROUP/A pp Data/Roam i ng/MecaStack/SelectedAnalys... 5/16/2018 Page 6 of 38 A: Flat Bar 6.0000 in X 0.2500 in 46.00 129 ------ ------ ------ ------ 62.67 78.33 17.54 550 A: Flat Bar 6.0000 in X 0.2500 in 26.00 129 ------ 1847 A: Flat Bar 6.0000 in X 0.2500 in 14.00 129 718 --------------------------------- Total 0.75 71 --------- 53.95 ------ 774 ------ 3815 Refractory: (Wt = 1374 lb, E1 COG = 80.33 ft) 1b ------ 31.625 Description Elev Elev Elev Thk Density OD ID Lin Weight ------ 31.625 Top Bot COG 60.625 ------ Wt 1.0000 ------ 12.0000 ------- ft ft ft in lb/ft^3 ft ft lb/ft lb 0 84.83 75.83 80.33 4.0000 11.0 7.698 7.031 152.70 1374 Total --- --- 0 580 80.33 ------ 1160 1374 Helical Strakes: (Wt = 550 lb, E1 COG = 78.33 ft) El Top E1 Bot E1 COG Lin Wt TOt Wt ft ------ ft ft lb/ft lb 94.00 ------ ------ ------ ------ 62.67 78.33 17.54 550 Total 78.33 550 Baseplate: (Wt = 3815 lb, E1 COG = 0.63 ft) Description Elevation Weight Gus COG Wt Wt ft lb ------------ Bottom Plate --------- 0.06 ------ 1847 Top Plate 1.44 1179 Gussets 0.75 718 Washers 0.75 71 ------------ Total --------- 0.63 ------ 3815 Structural Flanges: (Wt = 1160 lb, E1 COG = 76.18 ft) Elev Fig Fig Gus Gus Wt Wt Elev Weight OD Thk Ht Thk Gus Fig COG ft in in in in lb lb ft 1b ------ 31.625 ------- 92.0000 ------ 1.0000 ------- 12.0000 ------ 0.0000 --- --- 0 285 ------ 31.625 ------ 571 60.625 ------ 92.0000 ------- 1.0000 ------ 12.0000 ------- 0.0000 0 295 60.625 590 Total ------ --- --- 0 580 ------ 76.181 ------ 1160 Wind Area Summary Elev Shape Fac Riser Ladder Platform Piping Attach Tot Uni Total Riser Area Area Area Area Area Area Area ft ft-2/ft ft^2/ft ft^2/ft ft^2/ft ft^2/ft ft^2/ft sq ft 94.00 1.400 9.84 0.00 0.00 0.00 0.00 9.84 90.24 84.83 1.400 10.78 0.00 0.00 0.00 0.00 10.78 27.16 82.31 1.400 10.78 0.00 0.00 0.00 0.00 10.78 2.02 82.13 1.400 10.78 0.00 0.00 0.00 0.00 10.78 2.02 81.94 1.400 10.78 0.00 0.00 0.00 0.00 10.78 17.51 80.31 1.400 10.78 0.00 0.00 0.00 0.00 10.78 2.02 80.13 1.400 10.78 0.00 0.00 0.00 0.00 10.78 2.02 79.94 1.400 10.78 0.00 0.00 0.00 0.00 10.78 15.49 78.50 1.400 10.78 0.00 4.17 0.00 0.00 14.95 2.80 78.31 1.400 10.78 0.00 4.17 0.00 0.00 14.95 2.80 78.13 1.400 10.78 0.00 4.17 0.00 0.00 14.95 2.80 77.94 1.400 10.78 0.00 4.17 0.00 0.00 14.95 8.02 77.40 1.400 10.78 0.00 4.17 0.00 0.00 14.95 4.13 77.13 1.400 10.78 0.00 4.17 0.00 0.00 14.95 4.13 76.85 1.400 10.78 0.00 4.17 0.00 0.00 14.95 15.19 75.83 1.400 9.84 0.00 4.17 0.00 0.00 14.01 11.67 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SeIectedAnalys... 5/16/2018 Page 7 of 38 Wind Area: Ladders Elev Top 75.00 1.400 9.84 1.50 0.00 0.00 0.00 11.34 11.34 35.0 74.00 1.400 9.84 1.50 0.00 0.00 0.00 11.34 45.38 31.625 70.00 1.400 9.84 1.50 0.00 0.00 0.00 11.34 56.72 29.0 65.00 1.400 9.84 1.88 0.00 0.00 0.00 11.72 17.58 24.445 63.50 1.400 9.84 1.88 10.53 0.00 0.00 22.25 18.53 14.0 62.67 0.635 4.47 1.88 10.53 0.00 0.00 16.87 34.46 1.5 60.63 0.635 4.47 1.88 10.54 0.00 0.00 16.89 10.56 75.0 60.00 0.635 4.47 1.50 0.00 0.00 0.00 5.97 59.73 50.00 0.635 4.47 1.50 0.00 0.00 0.00 5.97 23.89 46.00 0.635 4.47 1.50 0.00 0.00 0.00 5.97 59.73 36.00 0.635 4.47 1.50 0.00 0.00 0.00 5.97 5.97 35.00 0.635 4.47 1.88 0.00 0.00 0.00 6.35 9.52 33.50 0.635 4.47 1.88 10.54 0.00 0.00 16.89 31.67 31.63 0.635 4.49 1.88 10.56 0.00 0.00 16.92 27.50 30.00 0.635 4.49 1.50 0.00 0.00 0.00 5.99 5.99 29.00 1.400 9.89 1.50 0.00 0.00 0.00 11.39 34.16 26.00 1.400 9.89 1.50 0.00 0.00 0.00 11.39 17.71 24.45 1.400 9.89 1.50 0.00 0.00 0.00 11.39 98.64 15.78 1.400 9.89 1.50 0.00 0.00 0.00 11.39 20.30 14.00 1.400 9.89 1.50 0.00 0.00 0.00 11.39 34.16 11.00 0.635 4.49 1.50 0.00 0.00 0.00 5.99 56.86 --------------- 1.50 --------- 0.635 ------- 4.49 1.50 0.00 0.00 12.76 18.75 28.13 Total (ft^2/ft) ------- --------------- ------- ------- ------ 918.56 1. Total Riser Wind Area = 694.77 sq ft (75.64 % of Total Area) 2. Total Ladder Wind Area = 116.25 sq ft (12.66 % of Total Area) 3. Total Platform Wind Area = 88.39 sq ft (9.62 % of Total Area) 4. Total Piping Wind Area = 0.00 sq ft (0.00 % of Total Area) 5. Total Attachment Wind Area = 19.15 sq ft (2.08 % of Total Area) Wind Area: Ladders Elev Top Elev Bot Shape Factor Overlap Wind Area ft -------- ft -------- ------------ ------- ft^2/ft 35.0 33.5 2.000 No --------- 1.50 33.5 31.625 2.000 No 1.50 31.625 30.0 2.000 No 1.50 30.0 29.0 2.000 No 1.50 29.0 26.0 2.000 No 1.50 26.0 24.445 2.000 No 1.50 24.445 15.783 2.000 No 1.50 15.783 14.0 2.000 No 1.50 14.0 11.0 2.000 No 1.50 11.0 1.5 2.000 No 1.50 1.5 35.0 2.000 No 1.50 35.0 30.0 2.000 Yes 0.75 75.0 65.0 2.000 No 1.50 65.0 60.0 2.000 Yes 0.75 Overlap : When 2 ladders overlap only 500 of one ladder is considered due to shielding. Wind Area: Platforms Elev Top Elev Bot Shape Factor Wind Area Tot Wind Area ft -------- ft -------- ------------ ft^2/ft --------- sq ft ------------- 33.5 30.0 2.000 10.56 36.97 63.5 60.0 2.000 10.54 36.90 78.5 75.0 2.000 4.17 14.60 Wind Area: Baseplate OD = Outer diameter of baseplate = 8.625 ft StackOD = Outer Diameter of Stack = 7.063 ft Cf Riser = Outer Diameter of Stack = 7.063 ft file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 8 of 38 Cf_LandP = Outer Diameter of Stack = 7.063 ft Wind Area = OD * Cf_LandP - StackOD * Cf -Riser = 12.76 ft^2/ft The Baseplate wind area is included in the 'Attachment' category. Section Properties Properties calculated based upon Corroded stack Top Bot Outer Thick Rad of Area Plastic Elastic Mom of Section Elev Elev Diameter Gyration Sec Mod Sec Mod Inertia Props ft ft in in in sq in in^3 in^3 in^4 94.00 84.83 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 84.83 82.31 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 82.31 82.13 84.3750 0.1875 29.7441 49.52 1317.97 1032.83 43812.47 1 82.13 81.94 84.3750 0.1875 29.4804 48.70 1273.09 997.66 42320.71 2 81.94 80.31 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 80.31 80.13 84.3750 0.1875 29.7441 49.52 1317.97 1032.83 43812.47 3 80.13 79.94 84.3750 0.1875 29.4804 48.70 1273.09 997.66 42320.71 4 79.94 78.50 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 78.50 78.31 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 78.31 78.13 84.3750 0.1875 29.7234 49.45 1314.30 1029.96 43690.60 5 78.13 77.94 84.3750 0.1875 29.2032 47.80 1226.29 960.99 40765.02 6 77.94 77.40 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 77.40 77.13 84.3750 0.1875 29.7234 49.45 1313.02 1028.96 43690.60 7 77.13 76.85 84.3750 0.1875 28.9277 46.97 1181.30 925.74 39307.73 8 76.85 75.83 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 75.83 75.00 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 75.00 74.00 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 74.00 70.00 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 70.00 65.00 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 65.00 63.50 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 63.50 62.67 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 62.67 60.63 84.3750 0.1875 29.7648 49.59 1328.92 1041.41 43934.55 Ideal 60.63 60.00 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 60.00 50.00 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 50.00 46.00 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 46.00 36.00 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 36.00 35.00 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 35.00 33.50 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 33.50 31.63 84.5000 0.2500 29.7870 66.17 1774.52 1389.59 58710.18 Ideal 31.63 30.00 84.7500 0.3750 29.8314 99.40 2669.70 2087.52 88458.81 Ideal 30.00 29.00 84.7500 0.3750 29.8314 99.40 2669.70 2087.52 88458.81 Ideal 29.00 26.00 84.7500 0.3750 30.1916 117.40 2829.15 2212.21 107015.64 9 26.00 24.45 84.7500 0.3750 30.1916 117.40 2829.15 2212.21 107015.64 10 24.45 15.78 84.7500 0.3750 24.7930 82.34 1520.07 1188.59 50610.78 11 15.78 14.00 84.7500 0.3750 30.1916 117.40 2829.15 2212.21 107015.64 12 14.00 11.00 84.7500 0.3750 30.1916 117.40 2829.15 2212.21 107015.64 13 11.00 1.50 84.7500 0.3750 29.8314 99.40 2669.70 2087.52 88458.81 Ideal 1.50 0.00 84.7500 0.3750 32.0799 268.15 6819.73 5332.57 275960.56 14 Section Props - If a number is shown, then the section contains something unusual (Breech, nozzle, stiffeners, etc..) and so the propoerties were calculated using numerical methods. - 'Ideal' indicates the properties calculated using ideal equations Thermal Expansion of Stack + values are in the +Y (up) direction and - values are in the -Y (Down) Elev Installation Hot Hot Cold Cold Temperature Temperature Expansion Temperature Expansion ft Deg F Deg F in Deg F in --------------------------------------------------------- 94.00 70.00 800.00 5.9288 70.00 0.0000 84.83 70.00 800.00 5.3506 70.00 0.0000 82.31 70.00 800.00 5.1916 70.00 0.0000 82.13 70.00 800.00 5.1798 70.00 0.0000 81.94 70.00 800.00 5.1680 70.00 0.0000 80.31 70.00 800.00 5.0655 70.00 0.0000 80.13 70.00 800.00 5.0536 70.00 0.0000 79.94 70.00 800.00 5.0418 70.00 0.0000 file:///C:/Users/zeddiesdp.SPIC ERG ROU P/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 9 of 38 78.50 70.00 800.00 4.9512 70.00 0.0000 78.31 70.00 800.00 4.9393 70.00 0.0000 78.13 70.00 800.00 4.9275 70.00 0.0000 77.94 70.00 800.00 4.9157 70.00 0.0000 77.40 70.00 800.00 4.8818 70.00 0.0000 77.13 70.00 800.00 4.8644 70.00 0.0000 76.85 70.00 800.00 4.8470 70.00 0.0000 75.83 70.00 800.00 4.7829 70.00 0.0000 75.00 70.00 800.00 4.7304 70.00 0.0000 74.00 70.00 800.00 4.6673 70.00 0.0000 70.00 70.00 800.00 4.4150 70.00 0.0000 65.00 70.00 800.00 4.0997 70.00 0.0000 63.50 70.00 800.00 4.0051 70.00 0.0000 62.67 70.00 800.00 3.9525 70.00 0.0000 60.63 70.00 800.00 3.8237 70.00 0.0000 60.00 70.00 800.00 3.7843 70.00 0.0000 50.00 70.00 800.00 3.1536 70.00 0.0000 46.00 70.00 800.00 2.9013 70.00 0.0000 36.00 70.00 800.00 2.2706 70.00 0.0000 35.00 70.00 800.00 2.2075 70.00 0.0000 33.50 70.00 800.00 2.1129 70.00 0.0000 31.63 70.00 800.00 1.9947 70.00 0.0000 30.00 70.00 800.00 1.8922 70.00 0.0000 29.00 70.00 800.00 1.8291 70.00 0.0000 26.00 70.00 800.00 1.6399 70.00 0.0000 24.45 70.00 800.00 1.5418 70.00 0.0000 15.78 70.00 800.00 0.9955 70.00 0.0000 14.00 70.00 800.00 0.8830 70.00 0.0000 11.00 70.00 800.00 0.6938 70.00 0.0000 1.50 70.00 800.00 0.0946 70.00 0.0000 1. Elevation for Y restraint = 0.0 ft file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Frequency Summary Description Direction Mode Mode Mode # 1 # 2 # 3 Deg Hz Hz Hz Hot & UnCorroded 0.0 1.867 13.656 32.830 Cold & Uncorroded 0.0 2.061 15.077 36.247 Mode Shape (Hot & UnCorroded) Elevation Mode # 1 Mode # 2 Mode # 3 (1.867 Hz) (13.656 Hz) (32.830 Hz) ft Normalized Normalized Normalized 94.00 1.000 1.000 1.000 84.83 0.861 0.514 0.337 82.31 0.823 0.382 0.168 82.13 0.820 0.373 0.155 81.94 0.817 0.363 0.143 80.31 0.792 0.280 0.042 80.13 0.789 0.270 0.031 79.94 0.787 0.261 0.020 78.50 0.765 0.188 -0.063 78.31 0.762 0.179 -0.073 78.13 0.759 0.170 -0.083 77.94 0.756 0.160 -0.093 77.40 0.748 0.134 -0.122 77.13 0.744 0.120 -0.136 76.85 0.740 0.107 -0.150 75.83 0.725 0.058 -0.198 75.00 0.712 0.018 -0.234 74.00 0.697 -0.028 -0.275 70.00 0.637 -0.203 -0.392 65.00 0.564 -0.390 -0.440 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 10 of 38 63.50 0.542 -0.437 -0.433 62.67 0.530 -0.462 -0.425 60.63 0.501 -0.517 -0.394 60.00 0.492 -0.532 -0.381 50.00 0.357 -0.684 -0.067 46.00 0.306 -0.696 0.087 36.00 0.190 -0.612 0.407 35.00 0.180 -0.595 0.427 33.50 0.164 -0.568 0.453 31.63 0.146 -0.531 0.476 30.00 0.130 -0.496 0.488 29.00 0.121 -0.474 0.493 26.00 0.094 -0.405 0.495 24.45 0.081 -0.368 0.490 15.78 0.028 -0.169 0.307 14.00 0.022 -0.136 0.253 11.00 0.013 -0.085 0.166 1.50 0.000 -0.001 0.002 0.00 0.000 0.000 0.000 Mode Shape (Cold & Uncorroded) Elevation Mode # 1 Mode # 2 Mode # 3 (2.061 Hz) (15.077 Hz) (36.247 Hz) ft --------- Normalized ---------- Normalized Normalized 94.00 1.000 ----------- 1.000 ----------- 1.000 84.83 0.861 0.514 0.337 82.31 0.823 0.382 0.168 82.13 0.820 0.373 0.155 81.94 0.817 0.363 0.143 80.31 0.792 0.280 0.042 80.13 0.789 0.270 0.031 79.94 0.787 0.261 0.020 78.50 0.765 0.188 -0.063 78.31 0.762 0.179 -0.073 78.13 0.759 0.170 -0.083 77.94 0.756 0.160 -0.093 77.40 0.748 0.134 -0.122 77.13 0.744 0.120 -0.136 76.85 0.740 0.107 -0.150 75.83 0.725 0.058 -0.198 75.00 0.712 0.018 -0.234 74.00 0.697 -0.028 -0.275 70.00 0.637 -0.203 -0.392 65.00 0.564 -0.390 -0.440 63.50 0.542 -0.437 -0.433 62.67 0.530 -0.462 -0.425 60.63 0.501 -0.517 -0.394 60.00 0.492 -0.532 -0.381 50.00 0.357 -0.684 -0.067 46.00 0.306 -0.696 0.087 36.00 0.190 -0.612 0.407 35.00 0.180 -0.595 0.427 33.50 0.164 -0.568 0.453 31.63 0.146 -0.531 0.476 30.00 0.130 -0.496 0.488 29.00 0.121 -0.474 0.493 26.00 0.094 -0.405 0.495 24.45 0.081 -0.368 0.490 15.78 0.028 -0.169 0.307 14.00 0.022 -0.136 0.253 11.00 0.013 -0.085 0.166 1.50 0.000 -0.001 0.002 0.00 0.000 0.000 0.000 Wind Loads per ASME STS -1-2016 Pressures calculated based upon lowest natural frequency file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 11 of 38 wind speed basis is ASCE 7-10, so speed must be converted to equivalent speed for ASCE 7-05 V7_10 = ASCE 7-10 Wind Speed Entered, Ultimate Design = 115.0 mph V7_05 = ASCE 7-05 Equivalent Speed per Eqn 4-5: V7_10 / (1.6 * I)^0.5 = 90.9 mph V: Wind Speed = 90.9 mph f: Natural Frequency = 1.867 Hz C: Structure Category = II Exp: Exposure Category = C I: Importance Factor = 1.00 H: Structure Height = 94.0 ft D: Structure Depth = 7.045 ft b: Structure Width = 7.045 ft Rho = Air Density = 0.0765 lb/ft^3 Dm = Average Diameter = 7.223 ft Cf = Shape factor of Cylinder = 0.633 ma = Average mass of top 1/3 of stack = 443.46 lb/ft Ba = Aerodynamic Damping (Eqn 5-1): (Cf*Rho*Dm*Vzmean) / (4*PI*ma*f) = 0.0032 Bs = Structural Damping of Mode # 1 = 0.0020 B: Damping Coeff. (beta) = 0.005 Zmin: Const from Table 6-2 = 15.000 ATri: Const from Table 6-2 = 0.105 Btri: Const from Table 6-2 = 1.000 Amean: Const from Table 6-2 = 0.154 Bmean: Const from Table 6-2 = 0.650 C: Const from Table 6-2 = 0.200 Epsilon: Const from Table 6-2 = 0.200 ElAdj: Stack Elev Above Grade = 0.0 ft BDist: Stack Enclosed Elev = 0.0 ft Zmean = 0.6 * H = 56.400 Izm = c * (33 / Zmean) ^ (1 / 6) = 0.183 Lzmean = 1 * (Zmean / 33) ^ eps = 556.574 Q = Sgrt(1/(1+.63*((b+h)/Lzmean)^.63)) = 0.907 Kd = Directionality factor = 1.000 Kzt = Terrain factor = 1.000 Since ASME STS criteria being following, always calculate flexible gust factor Gust factor (Flexible Or Dynamically sensitive Structure) VZmean = Bmean * (Zmean/33)^Amean * V = 94.1 ft/s Nl = f * Lzmean / VZmean = 11.040 Hz Rn = 7.465 * N1 / (1 + 10.302 * N1)^(5/3) = 0.030 nh = 4.6 * f * h / VZmean = 8.577 Rh = (1 / nh) - (1 / (2 * nh^2)) *(1 - Exp(-2*nh)) = 0.110 nb = 4.6 * f * b / VZmean = 0.643 Rb = (1 / nb) - (1 / (2 * nb^2)) * (1 - Exp( -2 * nb)) = 0.680 nd = 15.4 * f * d / VZmean = 2.152 Rd = (1 / nd) - (1 / (2 * nd^2)) * (1 - Exp( -2 * nd)) = 0.358 R = Sgrt((1 / Beta) * Rn * Rh * Rb * (.53 + .47 * Rd)) = 0.554 g = (2 * Ln(3600 * NF1))^0.5 + 0.577 / (2 * Ln(3600 * NF1))^0.5 = 4.336 G = .925*((1+1.7*Izm*(3.4^2 * Q^2 +g^2 * R^2)^.5)/(1+1.7*3.4*Izm)) = 0.996 qz = 0.00256 * Kzt * Kd * V^2 * I = 21.16 psf z Kz Qz wm wd w Total Force ft ----- ----- psf ----- lb/ft lb/ft lb/ft lb 94.00 1.249 26.43 ----- 116.0 ----- 202.4 ----- 318.3 ----- 2918 84.83 1.223 25.87 124.3 182.6 306.9 774 82.31 1.215 25.71 123.5 177.2 300.7 56 82.13 1.214 25.69 123.4 176.8 300.2 56 81.94 1.214 25.68 123.3 176.4 299.8 487 80.31 1.209 25.57 122.8 172.9 295.7 55 80.13 1.208 25.56 122.8 172.5 295.3 55 79.94 1.207 25.55 122.7 172.1 294.8 424 78.50 1.203 25.45 169.5 169.0 338.5 63 78.31 1.202 25.44 169.5 168.6 338.1 63 78.13 1.202 25.42 169.4 168.2 337.6 63 77.94 1.201 25.41 169.3 167.8 337.1 181 77.40 1.199 25.37 169.0 166.6 335.7 93 77.13 1.198 25.36 168.9 166.0 335.0 92 76.85 1.197 25.34 168.8 165.4 334.2 340 75.83 1.194 25.27 157.8 163.3 321.1 267 75.00 1.191 25.21 127.4 161.5 288.9 289 74.00 1.188 25.14 127.1 159.3 286.4 1146 70.00 1.174 24.84 125.6 150.7 276.3 1382 65.00 1.156 24.46 127.7 139.9 267.7 402 63.50 1.150 24.34 241.3 136.7 378.1 315 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 12 of 38 62.67 1.147 24.27 182.5 134.9 317.4 648 60.63 1.139 24.10 181.4 130.5 312.0 195 60.00 1.137 24.05 64.0 129.2 193.2 1932 50.00 1.094 23.14 61.6 107.6 169.3 677 46.00 1.075 22.74 60.5 99.0 159.6 1596 36.00 1.021 21.60 57.5 77.5 135.0 135 35.00 1.015 21.47 60.7 75.4 136.1 204 33.50 1.005 21.27 160.1 72.1 232.3 435 31.63 0.993 21.02 158.5 68.1 226.6 368 30.00 0.982 20.78 55.4 64.6 120.0 120 29.00 0.975 20.64 104.7 62.4 167.2 502 26.00 0.953 20.17 102.4 56.0 158.3 246 24.45 0.941 19.91 101.0 52.6 153.7 1331 15.78 0.858 18.16 92.1 34.0 126.1 225 14.00 0.849 17.96 91.2 30.1 121.3 364 11.00 0.849 17.96 47.9 23.7 71.6 680 1.50 0.849 17.96 150.1 3.2 153.3 230 Total 19410 DQ = D*Qz^0.5 Kz = 2.01 * (Elevation / Zg)^(2/Alpha) [If Elevation > 15 ft (4.572 m)] Kz = 2.01 * (15 / Zg)^(2/Alpha) [If Elevation <= 15 ft (4.572 m)] Qz = qz * Kz * Kzt (Kzt = 1.0) wm = Mean Along wind load on stack: Cf*qz*Kz*D / (1+6.8*Izbar) Mo = Moment due to Mean Along Wind Load = 482.47 k -ft wd = Fluctuating Along Wind Load:, (3*Z*Mo/h^3)*((Gf*(1+6.8*Izbar))-1) w = wm + wd Wind Loads Applied to Model Top Bot Uniform Total Elev Elev Load Load ft ----- ft lb/ft lb 94.00 ----- 84.83 ------- 318.3 ----- 2918 84.83 82.31 306.9 774 82.31 82.12 300.7 56 82.12 81.94 300.2 56 81.94 80.31 299.8 487 80.31 80.12 295.7 55 80.12 79.94 295.3 55 79.94 78.50 294.8 424 78.50 78.31 338.5 63 78.31 78.12 338.1 63 78.12 77.94 337.6 63 77.94 77.40 337.1 181 77.40 77.12 335.7 93 77.12 76.85 335.0 92 76.85 75.83 334.2 340 75.83 75.00 321.1 267 75.00 74.00 288.9 289 74.00 70.00 286.4 1146 70.00 65.00 276.3 1382 65.00 63.50 267.7 402 63.50 62.67 378.1 315 62.67 60.62 317.4 648 60.62 60.00 312.0 195 60.00 50.00 193.2 1932 50.00 46.00 169.3 677 46.00 36.00 159.6 1596 36.00 35.00 135.0 135 35.00 33.50 136.1 204 33.50 31.63 232.3 435 31.63 30.00 226.6 368 30.00 29.00 120.0 120 29.00 26.00 167.2 502 26.00 24.45 158.3 246 24.45 15.78 153.7 1331 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 13 of 38 IBC 2012/ASCE 7-10 Seismic Analysis All seismic loads are based upon the lowest period calculated for Mode 1. Category 15.78 14.00 126.1 225 = D 14.00 11.00 121.3 364 = R Response Modification Factor (Table 15.4-2) 11.00 1.50 71.6 680 Ss 1.50 ----- 0.00 ----- 153.3 230 = 0.000 Total = Factor to apply to the Operating Loads to be treated as Mass ------- ----- 19410 = Site Coefficient defined in Table 11.4-1 = 1.600 Weight Summary (Seismic) = 2.400 Ie Component = 1.25 Elev COG Weight = 1.000 Sms = Site Coeff for short periods {Eqn 11.4-1) ((Fa*Ss) ft lb Cylinders (Corroded Wt = 22858 lb) 39.624 22858 Vertical Stiffeners = Shc 5% Damp Spectral Resp. 1 sec {Eqn 11.4-41 (2/3*Sml) = 0.096 20.0 1103 Ladders Catl = Catl Struc Category for 1 sec Period Table 11.6-2 38.676 1955 Platforms = 0.126 Csmax 71.997 6254 Stiffening Rings = 0.035 53.954 774 Refractory Csmin3 = Not Applicable 80.333 1374 Helical Strakes = 0.035 78.334 550 Baseplate Wt = Weight of stack 0.63 3815 Structural Flange(s) C_ev 76.181 1160 Platforms (Live, Fac = 0) = 1606 lb 0.0 0 Total lb lb ----- ----- 43.664 39843 IBC 2012/ASCE 7-10 Seismic Analysis All seismic loads are based upon the lowest period calculated for Mode 1. Category = Occupancy Category = III SiteClass = Site Class = D T = Period of Structure = 0.485 s Ra = R Response Modification Factor (Table 15.4-2) = 2.000 S1 = S1 Spectral Accel. for a 1 sec period = 0.060 Ss = Ss Spectral Accel. for a short period = 0.189 Fac_Live = Factor to apply to the Live Load to be treated as Mass = 0.000 Fac Oper = Factor to apply to the Operating Loads to be treated as Mass = 0.000 Fa = Site Coefficient defined in Table 11.4-1 = 1.600 Fv = Site Coefficient defined in Table 11.4-2 = 2.400 Ie = Importance Factor based upon Category (Table 11.5-1) = 1.25 Kfac = Exponent = 1.000 Sms = Site Coeff for short periods {Eqn 11.4-1) ((Fa*Ss) = 0.302 Sml = Site Coeff for 1 sec periods {Eqn 11.4-21 ((Fv*S1) = 0.144 Sds = Sds 5% Damp Spectral Resp. Short {Eqn 11.4-31 (2/3*Sms) = 0.202 SD1 = Shc 5% Damp Spectral Resp. 1 sec {Eqn 11.4-41 (2/3*Sml) = 0.096 Cats = Cats Struc Category for Short Period Table 11.6-1 = B Catl = Catl Struc Category for 1 sec Period Table 11.6-2 = B CsCalc = Cscalc: Seismic Response Coeff {Eqn 12.8-21 (Sds/(R/Ie)) = 0.126 Csmax = Csmax : Cs Maximum Value {Eqn 12.8-31 (Shc/((R/Ie)*T)) = 0.124 Csminl = Csminl: Cs Minimum # 1 Value {Eqn 12.8-61 (.5*S1/(Ra/Ie)) = 0.035 Csminl = Max[ 0.44*Sds*Ie , 0.03] {Eqn 15.4-11 = 0.030 Csmin3 = Not Applicable = 0.000 Csmin = Greator of CsMinl, CsMin2 or CsMin3 = 0.035 Cs = based upon CsCalc, CsMin, and CsMax = 0.124 Wt = Weight of stack = 39843 lb V = Seismic Base Shear {Eqn 12.8-11 (Cs * Wt) = 4928 lb C_ev = Coefficient for Vertical Load Calculation: 0.2*Sds {Eqn 12.4-61 = 0.040 Ver = Total Vertical Load: C ev * Wt {Eqn 12.4-61 = 1606 lb Elev wx wx*hx^k Cvx Eh Ev lb lb ----- ----- lb -------- ----- ---- 89.42 1837 13684.5 0.096 472 ----- -74 83.57 854 5950.6 0.042 205 -34 82.22 64 435.5 0.003 15 -3 82.03 64 434.5 0.003 15 -3 f le:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 14 of 38 81.12 551 3724.0 0.026 128 -22 80.22 64 424.9 0.003 15 -3 80.03 64 423.9 0.003 15 -3 79.22 487 3216.9 0.022 111 -20 78.41 365 2385.3 0.017 82 -15 78.22 365 2379.5 0.017 82 -15 78.03 365 2373.8 0.017 82 -15 77.67 1044 6760.3 0.047 233 -42 77.26 537 3460.4 0.024 119 -22 76.99 537 3448.1 0.024 119 -22 76.34 1978 12583.9 0.088 434 -80 75.42 1495 9393.4 0.066 324 -60 74.50 274 1699.1 0.012 59 -11 72.00 966 5795.7 0.041 200 -39 67.50 1111 6248.5 0.044 215 -45 64.25 348 1865.6 0.013 64 -14 63.08 268 1408.8 0.010 49 -11 61.65 916 4705.3 0.033 162 -37 60.31 520 2614.5 0.018 90 -21 55.00 2482 11374.1 0.080 392 -100 48.00 1057 4228.5 0.030 146 -43 41.00 2546 8699.1 0.061 300 -103 35.50 248 734.1 0.005 25 -10 34.25 407 1160.9 0.008 40 -16 32.56 961 2609.1 0.018 90 -39 30.81 1055 2709.2 0.019 93 -43 29.50 361 888.1 0.006 31 -15 27.50 1332 3052.8 0.021 105 -54 25.22 722 1516.7 0.011 52 -29 20.11 3660 6134.2 0.043 211 -148 14.89 818 1015.0 0.007 35 -33 12.50 1332 1387.6 0.010 48 -54 6.25 3432 1787.4 0.013 62 -138 0.75 ----- 4357 ----- 272.3 -------- 0.002 9 -176 Total 39843 142986.1 ----- 1.000 ---- 4928 ----- -1606 Denom = Summation(wx*hx^k) = 142986 Cvx = % of Total Shear: wx*hx^k / Denom Eh = Seismic Horizontal Load: Cvx * wx Ev = Seismic Vertical Load: C ev * wx fi le:///C:/Users/zeddiesdp. SPICERGROUP/AppData/Roam i ng/MecaStack/SelectedAnalys... 5/16/2018 Seismic Loads Applied to Model Top Bot Uniform Total Elev Elev Load Load ft ----- ft lb/ft lb 94.00 ----- 84.83 ------- 51.4 ----- 472 84.83 82.31 81.4 205 82.31 82.12 80.0 15 82.12 81.94 79.9 15 81.94 80.31 79.0 128 80.31 80.12 78.1 15 80.12 79.94 77.9 15 79.94 78.50 77.1 111 78.50 78.31 438.4 82 78.31 78.12 437.4 82 78.12 77.94 436.3 82 77.94 77.40 434.3 233 77.40 77.12 432.0 119 77.12 76.85 430.5 119 76.85 75.83 426.9 434 75.83 75.00 388.6 324 75.00 74.00 58.6 59 74.00 70.00 49.9 200 70.00 65.00 43.1 215 65.00 63.50 42.9 64 63.50 62.67 58.3 49 62.67 60.62 79.4 162 fi le:///C:/Users/zeddiesdp. SPICERGROUP/AppData/Roam i ng/MecaStack/SelectedAnalys... 5/16/2018 Page 15 of 38 60.62 60.00 144.2 90 60.00 50.00 39.2 392 50.00 46.00 36.4 146 46.00 36.00 30.0 300 36.00 35.00 25.3 25 35.00 33.50 26.7 40 33.50 31.63 48.0 90 31.63 30.00 57.5 93 30.00 29.00 30.6 31 29.00 26.00 35.1 105 26.00 24.45 33.6 52 24.45 15.78 24.4 211 15.78 14.00 19.6 35 14.00 11.00 15.9 48 11.00 1.50 6.5 62 1.50 0.00 6.3 9 Total 4928 Vortex Shedding Analyis not Performed Due to use of Helical Strakes Note: No further vortex shedding analysis is performed since strakes are used. It is up to the designer to determine if strakes are an acceptable solution. Please note, strakes should not be used where there are possible interference effects from adjacent structures. The strakes also need to be continuous helical strakes, not segmented. The strakes must also meet the following minimums: * Cover top 1/3 of stack * Width = 0.1 * Diameter * Pitch = 5 * Diameter * 3 starts, 120 deg apart Primary Loads Abbreviations are used in Load Combinations Number Description Abbreviation ------ ----------- ------------ 1 Dead D 2 Live L 3 Operating O 4 Thermal Hot TH 5 Wind W 6 Seismic Hor Eh 7 Seismic Ver Ev Load Combinations Column Abbreviations can be found in the Primary Load Table Num Description S D FS Dir D L O TH W Eh Ev --- ------------------------------ - - ----- Deg --- --- ---- 8 D+W 0 Deg X X 1.500 0 --- -- 1.0 --- ----- 1.0 ----- 9 D+L+W 0 Deg X X 1.500 0 1.0 1.0 1.0 10 D + 0.7*(Eh+Ev) 0 Deg X X 1.500 0 1.0 0.7 0.7 11 D+0.75*L+0.75*0.7*(Eh+Ev) 0 De X X 1.500 0 1.0 0.75 0.525 0.525 12 0.6*D+0.7*(Eh-Ev) 0 Deg X 1.500 0 0.6 0.7 -0.7 13 D+O+P 0 Deg X 1.000 0 1.0 1.0 FS: Factor of Safety used in Conjunction with the Stress Code which has been selected. Dir: Direction of Lateral Loads (WInd/Seismic/Vortex), 0 Deg = X Axis, 90 Deg = Z Axis P: Internal Pressure (Doesn't produce support loads only used for stack tensile stress) S: Include in Stress Analysis D: Calculate Deflections Stress Criteria: ASME STS -1-2016 (ASD) Wind Criteria: ASCE 7-05 () Seismic Criteria: IBC 2012 () Wind Combinations: Based upon ASME STS -1 Table 4.4.6-1 Seismic Combinations: Seismic is Ultimate and so use ASCE 7-05 ASD combos since ASCE 7 seismic is Ultimate Based upon ASCE 7-05 for ASD Loads (Sec 2.4) file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SeIectedAnalys... 5/16/2018 Page 16 of 38 Boundary Conditions Specified for System 'F' is translational restraint and 'M' is rotational restrant Joint # Description X Y Z Fx Fy Fz Mx My Mz ft ft ft ------- ----------- ----- ----- ----- ----- ----- ----- ----- ----- ----- 39 Fixed 0.000 0.000 0.000 Fixed Fixed Fixed Fixed Fixed Fixed Riser Stiffening Ring Property Summary All stiffening rings as well as other components that behave as stiffening rings ID Country Shape Size Config Material ---------------- -------------------------------------- ------ ------------------ A Not Applicable FLAT Depth: 6.0000 in X Thk: 0.2500 in A -588-A (Corten B) The material properties for the shell/ring section are based upon the shell. Software does not evaluate any problems that could arise if the riser is a different material than the stiffening rings. Stiff Elevations ID ----- (ft) A ---------------------------------- 14.0, 26.0, 70.0, 94.0, 74.0, 46.0 Ring Elev Stiff Eff Shell Shell Ls Area Mom of Section Xc Num Ring Width Thickness Inertia Modulus ---- ft ----- ------------- in --------- in ft sq in in^4 in^3 in 1 94.00 A 1.5000 --------- 0.1875 ----- 10.00 --------------- 1.78 6.77 --------- 1.13 ------ 2.5115 2 74.00 A 3.0000 0.1875 12.00 2.06 8.42 1.40 2.1563 3 70.00 A 3.0000 0.1875 6.69 2.06 8.42 1.40 2.1563 4 60.63 Flange 4.0000 0.2500 12.00 8.50 12.32 3.29 1.6397 5 46.00 A 4.0000 0.2500 14.50 2.50 10.36 1.73 1.7500 6 31.63 Flange 6.0000 0.3750 10.00 9.50 14.83 4.09 1.3388 7 26.00 A 6.0000 0.3750 8.81 3.75 13.67 2.28 1.0875 8 14.00 A 6.0000 0.3750 12.25 3.75 13.67 2.28 1.0875 9 1.50 Baseplate Top 6.0000 0.3750 7.00 16.31 149.12 15.91 4.0151 10 0.00 Baseplate Bot 3.0000 0.3750 0.75 24.75 558.19 35.44 7.5085 Properties are for the combined stiffener and effective shell Ls = Ring spacing, 1/2 of shell on each side of ring. Xc = Centroid of combined section from OD of stack shell Stiffening Ring: [1] A E1 94.0 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ----------- ------ -------------------- ----- ------ ------ Flat Bar 6.0000 0.2500 3.0000 0.0000 1.50 4.50 4.86 Shell Above 0.1875 0.0000 -0.0938 0.0000 0.00 0.00 0.00 Shell Below 0.1875 1.5000 -0.0938 -0.7500 0.28 0.00 1.91 Total 2.5115 -0.1184 1.78 6.77 X & Y axis are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix_Tot = Ix_Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 1.13 in^3 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 17 of 38 Stiffening Ring: [2, 31 A E1 74.0, 70.0 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ------ Flat-Bar 6.0000 0.2500 3.0000 0.0000 1.50 4.50 5.57 Shell Above 0.1875 1.5000 -0.0938 0.7500 0.28 0.00 1.42 Shell Below 0.1875 1.5000 -0.0938 -0.7500 0.28 0.00 1.42 Total 2.1563 0.0000 2.06 8.42 X & Y axis are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix_Tot = Ix_Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 1.40 in^3 Stiffening Ring: [4] Flange E1 60.625 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ----------- ------ -------------------- ----- ------ ------ Flat-Bar 3.7500 2.0000 1.8750 0.0000 7.50 8.79 9.20 Shell Above 0.2500 2.0000 -0.1250 1.0000 0.50 0.00 1.56 Shell Below 0.2500 2.0000 -0.1250 -1.0000 0.50 0.00 1.56 Total 1.6397 0.0000 8.50 12.32 X & Y axis are local used for this calculation & may not correspond to global X-& Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix_Tot = Ix_Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 3.29 in^3 Stiffening Ring: [5] A El 46.0 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ----------- ------ ------ ------- ------- ----- ------ ------ Flat Bar 6.0000 0.2500 3.0000 0.0000 1.50 4.50 6.84 Shell Above 0.2500 2.0000 -0.1250 1.0000 0.50 0.00 1.76 Shell Below 0.2500 2.0000 -0.1250 -1.0000 0.50 0.00 1.76 Total 1.7500 0.0000 2.50 10.36 X & Y axis are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix_Tot = Ix_Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 1.73 in^3 Stiffening Ring: [6] Flange E1 31.625 ft Description Dx Dy Xc Yc Area Iy Loc Iy Tot in in in in sq in in^4 in^4 Flat Bar 3.6250 2.0000 1.8125 0.0000 7.25 7.94 9.57 Shell Above 0.3750 3.0000 -0.1875 1.5000 1.13 0.01 2.63 Shell Below 0.3750 3.0000 -0.1875 -1.5000 1.13 0.01 2.63 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 18 of 38 Total 1.3388 0.0000 9.50 14.83 X & Y axis are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix Tot = Ix Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 4.09 in^3 Stiffening Ring: [7, 81 A E1 26.0, 14.0 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ----------- ------ -------------------- ----- ------ ------ Flat-Bar 6.0000 0.2500 3.0000 0.0000 1.50 4.50 9.99 Shell Above 0.3750 3.0000 -0.1875 1.5000 1.13 0.01 1.84 Shell Below 0.3750 3.0000 -0.1875 -1.5000 1.13 0.01 1.84 Total 1.0875 0.0000 3.75 13.67 X & Y axis 'are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix Tot = Ix Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 2.28 in -3 Stiffening Ring: [9] Baseplate Top El 1.5 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ----------- ------ -------------------- ----- ------ ------ Flat-Bar 9.3750 1.5000 4.6875 0.0000 14.06 103.00 109.36 Shell Above 0.3750 3.0000 -0.1875 1.5000 1.13 0.01 19.88 Shell Below 0.3750 3.0000 -0.1875 -1.5000 1.13 0.01 19.88 Total 4.0151 0.0000 16.31 149.12 X & Y axis are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix_Tot = Ix_Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 15.91 in^3 Stiffening Ring: [10] Baseplate Bot El 0.0 ft Description Dx Dy Xc Yc Area Iy_Loc Iy_Tot in in in in sq in in^4 in^4 ------------------ ------------- ------ ----- ------ ------ Flat Bar 15.7500 1.5000 7.8750 0.0000 23.63 488.37 491.55 Shell Above 0.3750 3.0000 -0.1875 1.5000 1.13 0.01 66.65 Shell Below 0.3750 0.0000 -0.1875 0.0000 0.00 0.00 0.00 Total 7.5085 0.0682 24.75 558.19 X & Y axis are local used for this calculation & may not correspond to global X & Y. Dx = Dimension of the rectangle in X Dir, Dy = Dimension of Rectangle in Y Dir. Xc = Centroid of Rect in X Dir, Yc = Centroid of Rect in Y Dir Ix_Tot = Ix -Loc + Area*(Yc-Yc_Tot)^2, Iy_Tot = Iy_Loc + Area*(Xc-Xc_Tot)^2 Sy Tot = 35.44 in^3 Summary of ASME STS -1-2016 Minimum Stiffening Ring and Shell Thickness file:///C:/Users/zeddiesdp.SP1C ERG ROU P/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 19 of 38 Per Table 4.4.7-1 Minimum Fabricated Plate Thickness and Maximum Stiffener Spacing Bot Ls Lmax Is Stiff Ring Thk Tmin Is Thk Result Elev Adequate? Adequate? ft ft ft in in ----- ------ -------------------- ------ --------------------- ------ 84.83 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 82.31 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 82.13 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 81.94 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 80.31 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 80.13 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 79.94 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 78.50 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 78.31 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 78.13 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 77.94 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 77.40 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 77.13 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 76.85 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 75.83 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 75.00 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 74.00 20.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 70.00 4.000 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 65.00 9.375 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 63.50 9.375 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 62.67 9.375 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 60.63 9.375 21.094 Pass, Ls<=Lmax 0.1875 0.1875 Pass, Thk>=Tmin PASS 60.00 14.625 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 50.00 14.625 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 46.00 14.625 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 36.00 14.375 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 35.00 14.375 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 33.50 14.375 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 31.63 14.375 21.125 Pass, Ls<=Lmax 0.2500 0.1875 Pass, Thk>=Tmin PASS 30.00 5.625 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 29.00 5.625 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 26.00 5.625 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 24.45 12.000 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 15.78 12.000 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 14.00 12.000 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 11.00 12.500 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 1.50 12.500 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS 0.00 1.500 21.188 Pass, Ls<=Lmax 0.3750 0.1875 Pass, Thk>=Tmin PASS Ls = Effective Dist between Stiff rings Lmax= Max Stiff Spacing per Table 4.4.7-1 Thk= Actual fabricated thickness tmin= Min Shell Thickness per Table 4.4.7-1 Summary Of Circumferential Stiffening Rings Check Stiffening RIngs per ASME STS -1-2016 Num Stiff Elev Ls Sccs As+p Areqd Is+p Ireqd Ss+p Sreqd Unity Result Type ft ft ksi sq in sq in in^4 in^4 in^3 in^3 ---------------- ----- ------ ----- ----- ----- ------ ----- ----- ----- ----- ------ 1 A 94.00 10.000 8.61 1.78 0.11 6.77 0.03 1.13 0.41 0.36 Pass 2 A 74.00 12.000 9.25 2.06 0.11 8.42 0.04 1.40 0.47 0.33 Pass 3 A 70.00 6.688 9.25 2.06 0.06 8.42 0.02 1.40 0.26 0.18 Pass 4 Flange 60.63 12.000 3.28 8.50 0.31 12.32 0.04 3.29 0.45 0.14 Pass 5 A 46.00 14.500 9.37 2.50 0.12 10.36 0.04 1.73 0.51 0.30 Pass 6 Flange 31.63 10.000 3.51 9.50 0.21 14.83 0.03 4.09 0.33 0.08 Pass 7 A 26.00 8.813 8.19 3.75 0.08 13.67 0.02 2.28 0.28 0.12 Pass 8 A 14.00 12.250 8.19 3.75 0.09 13.67 0.03 2.28 0.34 0.15 Pass 9 Baseplate Top 1.50 7.000 20.53 16.31 0.02 149.12 0.02 15.91 0.20 0.01 Pass 10 Baseplate Bot 0.00 0.750 50.66 24.75 0.00 558.19 0.00 35.44 0.02 0.00 Pass Ls = Sum Of 1/2 Of Distances On Each side Of Stiffening Ring As+p = Combined area Of Stiffener And Shell (Width = 8xthk) Is+p = Combined Moment Of Inertia Of Stiffener And Shell (Width = 8xthk) file:///C:/Users/zeddiesdp.SPIC ERG ROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 20 of 38 Ss+p = Combined Section Modulus Of Stiffener And Shell (Width = 8xthk) Sccs = Allowable circumferential stress In stiffener Aregd = Req'd Area Ireqd = Req'd Mom of Inertia Sreqd = Req'd Sec Modulus FS = Factor of Safety (ASD Design) = 1.5 Base of stack treated as a stiffener with properties considered of baseplate. The following assumes that the Table 4.4.7 criteria has been met, and checks the stiffening rings to verify that they meet the minimum section modulus requirements of Equation 5-7. Vzm = Mean hourly wind speed: If vco < Vzm then rings required. Ss = Req'd Min Sec Modulus of Stiffener: 2.52*10^3 * vco^2 * D^2 * Ls / Sa {Eqn 5-7) Sact = Actual Section modulus of the Stiffener Allowable Stress Summary for Stack per ASME STS -1-2016 FS = 1 for this summary, but each Load Combination uses the FS entered by user Bot Le Ls t/D 2.8* 10* Y Le/r Ks K Eqn Elev Fy/E Fy/E ft ft ft 94.00 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 84.83 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 82.31 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 82.13 188.0 20.0 0.0022 0.005 0.019 0.91 76.5 1.50 1.00 4.8 81.94 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 80.31 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 80.13 188.0 20.0 0.0022 0.005 0.019 0.91 76.5 1.50 1.00 4.8 79.94 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 78.50 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 78.31 188.0 20.0 0.0022 0.005 0.019 0.91 75.9 1.50 1.00 4.8 78.13 188.0 20.0 0.0022 0.005 0.019 0.90 77.3 1.50 1.00 4.8 77.94 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 77.40 188.0 20.0 0.0022 0.005 0.019 0.91 75.9 1.50 1.00 4.8 77.13 188.0 20.0 0.0022 0.005 0.019 0.90 78.0 1.50 1.00 4.8 76.85 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 75.83 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 75.00 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 74.00 188.0 4.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 70.00 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 65.00 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 63.50 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 62.67 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 60.63 188.0 14.6 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 60.00 188.0 14.6 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 50.00 188.0 14.6 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 46.00 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 36.00 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 35.00 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 33.50 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 Scc Scl Sbl ksi ksi ksi 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.17 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.17 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.22 13.44 1.159 12.12 13.44 1.159 12.23 13.44 1.159 12.22 13.44 1.159 12.06 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.23 13.44 5.793 12.23 13.44 2.472 12.23 13.44 2.472 12.23 13.44 2.472 12.23 13.44 2.472 12.23 13.44 2.438 16.29 17.90 2.438 16.29 17.90 2.438 16.29 17.90 2.480 16.29 17.90 2.480 16.29 17.90 2.480 16.29 17.90 2.480 16.29 17.90 file:///C:/Users/zeddiesdp.SPICERGROU P/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Check Stiffening Rings Adequacy for Ovalling Vibrations per ASME STS -1-2001 Para 5.2.2(b). Elev Stiff Stiff D t S fo vco Vzm Ss Sact Ratio Num Type Sact/Ss ft ft in Hz ft/s ft/s in^3 in^3 ----- 94.00 ----- 1 ------------- A ----- 7.031 ------ 0.1875 ----- 0.200 ----- 2.579 ---- 45.3 ---- 94.1 ---- 0.19 ----- 1.13 ------- 0.17 74.00 2 A 7.031 0.1875 0.200 2.579 45.3 94.1 0.04 1.40 0.03 70.00 3 A 7.031 0.1875 0.200 2.579 45.3 94.1 0.09 1.40 0.06 60.63 4 Flange 7.042 0.2500 0.200 3.428 60.4 94.1 0.25 3.29 0.07 46.00 5 A 7.042 0.2500 0.200 3.428 60.4 94.1 0.24 1.73 0.14 31.63 6 Flange 7.063 0.3750 0.200 5.112 90.3 94.1 0.21 4.09 0.05 26.00 7 A 7.063 0.3750 0.200 5.112 90.3 94.1 0.45 2.28 0.20 14.00 8 A 7.063 0.3750 0.200 5.112 90.3 94.1 0.47 2.28 0.21 1.50 9 Baseplate Top 7.063 0.3750 0.200 5.112 90.3 94.1 0.06 15.91 0.00 0.00 10 Baseplate Bot 7.063 0.3750 0.200 5.112 90.3 94.1 0.06 35.44 0.00 Vzm = Mean hourly wind speed: If vco < Vzm then rings required. Ss = Req'd Min Sec Modulus of Stiffener: 2.52*10^3 * vco^2 * D^2 * Ls / Sa {Eqn 5-7) Sact = Actual Section modulus of the Stiffener Allowable Stress Summary for Stack per ASME STS -1-2016 FS = 1 for this summary, but each Load Combination uses the FS entered by user Bot Le Ls t/D 2.8* 10* Y Le/r Ks K Eqn Elev Fy/E Fy/E ft ft ft 94.00 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 84.83 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 82.31 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 82.13 188.0 20.0 0.0022 0.005 0.019 0.91 76.5 1.50 1.00 4.8 81.94 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 80.31 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 80.13 188.0 20.0 0.0022 0.005 0.019 0.91 76.5 1.50 1.00 4.8 79.94 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 78.50 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 78.31 188.0 20.0 0.0022 0.005 0.019 0.91 75.9 1.50 1.00 4.8 78.13 188.0 20.0 0.0022 0.005 0.019 0.90 77.3 1.50 1.00 4.8 77.94 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 77.40 188.0 20.0 0.0022 0.005 0.019 0.91 75.9 1.50 1.00 4.8 77.13 188.0 20.0 0.0022 0.005 0.019 0.90 78.0 1.50 1.00 4.8 76.85 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 75.83 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 75.00 188.0 20.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 74.00 188.0 4.0 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 70.00 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 65.00 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 63.50 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 62.67 188.0 9.4 0.0022 0.005 0.019 0.91 75.8 1.50 1.00 4.8 60.63 188.0 14.6 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 60.00 188.0 14.6 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 50.00 188.0 14.6 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 46.00 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 36.00 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 35.00 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 33.50 188.0 14.4 0.0030 0.005 0.019 0.91 75.7 1.37 1.00 4.8 Scc Scl Sbl ksi ksi ksi 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.17 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.17 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.22 13.44 1.159 12.12 13.44 1.159 12.23 13.44 1.159 12.22 13.44 1.159 12.06 13.44 1.159 12.23 13.44 1.159 12.23 13.44 1.159 12.23 13.44 5.793 12.23 13.44 2.472 12.23 13.44 2.472 12.23 13.44 2.472 12.23 13.44 2.472 12.23 13.44 2.438 16.29 17.90 2.438 16.29 17.90 2.438 16.29 17.90 2.480 16.29 17.90 2.480 16.29 17.90 2.480 16.29 17.90 2.480 16.29 17.90 file:///C:/Users/zeddiesdp.SPICERGROU P/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 21 of 38 31.63 188.0 5.6 0.0044 0.005 0.019 0.91 75.6 1.12 1.00 4.8 11.626 24.38 26.77 30.00 188.0 5.6 0.0044 0.005 0.019 0.91 75.6 1.12 1.00 4.8 11.626 24.38 26.77 29.00 188.0 5.6 0.0044 0.005 0.019 0.92 74.7 1.12 1.00 4.8 11.626 24.52 26.77 26.00 188.0 12.0 0.0044 0.005 0.019 0.92 74.7 1.12 1.00 4.8 5.450 24.52 26.77 24.45 188.0 12.0 0.0044 0.005 0.019 0.82 91.0 1.12 1.00 4.8 5.450 22.00 26.77 15.78 188.0 12.0 0.0044 0.005 0.019 0.92 74.7 1.12 1.00 4.8 5.450 24.52 26.77 14.00 188.0 12.5 0.0044 0.005 0.019 0.92 74.7 1.12 1.00 4.8 5.232 24.52 26.77 11.00 188.0 12.5 0.0044 0.005 0.019 0.91 75.6 1.12 1.00 4.8 5.232 24.38 26.77 1.50 188.0 1.5 0.0044 0.005 0.019 0.94 70.3 1.12 1.00 4.8 43.598 25.20 26.77 Le = Effective length of Stack Ls = Effective Dist between Stiff rings t = Corroded Thickness of Stack D = Outer Diameter of Stack Fy = Hot Yield Stress of Stack E = Hot Modulus of Elasticity of Stack Y = Coefficient for Long Comp Stress r = Radius of Gyration Ks = Factor for Long Comp Stress Scc= Allow Circumferntial Stress (Eqn 4-12) Scl= Allow Longitudinal Compress stress Sbl = Allow Long Comp and Bending (Y = 1) Stack Stress Worst Case Summary Summary of the load and highest stress ratios for each stack element Top El Bot E1 Load # Load Case Controlling Case Ratio Result ft ft ------ 94.00 ------ 84.83 ------ 8 ----------- D+W 0 Deg ---------------------- Circumferential Stress ----- 0.05 ------ PASS 84.83 82.31 8 D+W 0 Deg Circumferential Stress 0.06 PASS 82.31 82.13 8 D+W 0 Deg Circumferential Stress 0.06 PASS 82.13 81.94 8 D+W 0 Deg Circumferential Stress 0.06 PASS 81.94 80.31 8 D+W 0 Deg Circumferential Stress 0.06 PASS 80.31 80.13 8 D+W 0 Deg Circumferential Stress 0.06 PASS 80.13 79.94 8 D+W 0 Deg Circumferential Stress 0.06 PASS 79.94 78.50 8 D+W 0 Deg Combined Long and Circ 0.06 PASS 78.50 78.31 8 D+W 0 Deg Combined Long and Circ 0.06 PASS 78.31 78.13 8 D+W 0 Deg Combined Long and Circ 0.07 PASS 78.13 77.94 8 D+W 0 Deg Combined Long and Circ 0.07 PASS 77.94 77.40 8 D+W 0 Deg Combined Long and Circ 0.07 PASS 77.40 77.13 8 D+W 0 Deg Combined Long and Circ 0.08 PASS 77.13 76.85 8 D+W 0 Deg Combined Long and Circ 0.09 PASS 76.85 75.83 8 D+W 0 Deg Combined Long and Circ 0.09 PASS 75.83 75.00 8 D+W 0 Deg Combined Long and Circ 0.10 PASS 75.00 74.00 8 D+W 0 Deg Combined Long and Circ 0.11 PASS 74.00 70.00 9 D+L+W 0 Deg Combined Long and Circ 0.16 PASS 70.00 65.00 9 D+L+W 0 Deg Combined Long and Circ 0.21 PASS 65.00 63.50 9 D+L+W 0 Deg Combined Long and Circ 0.24 PASS 63.50 62.67 9 D+L+W 0 Deg Combined Long and Circ 0.25 PASS 62.67 60.63 9 D+L+W 0 Deg Combined Long and Circ 0.28 PASS 60.63 60.00 9 D+L+W 0 Deg Combined Long and Circ 0.16 PASS 60.00 50.00 9 D+L+W 0 Deg Combined Long and Circ 0.23 PASS 50.00 46.00 9 D+L+W 0 Deg Combined Long and Circ 0.28 PASS 46.00 36.00 9 D+L+W 0 Deg Combined Long and Circ 0.38 PASS 36.00 35.00 9 D+L+W 0 Deg Combined Long and Circ 0.40 PASS 35.00 33.50 9 D+L+W 0 Deg Combined Long and Circ 0.42 PASS 33.50 31.63 9 D+L+W 0 Deg Combined Long and Circ 0.44 PASS 31.63 30.00 9 D+L+W 0 Deg Combined Long and Circ 0.20 PASS 30.00 29.00 9 D+L+W 0 Deg Combined Long and Circ 0.21 PASS 29.00 26.00 9 D+L+W 0 Deg Combined Long and Circ 0.21 PASS 26.00 24.45 9 D+L+W 0 Deg Combined Long and Circ 0.22 PASS 24.45 15.78 9 D+L+W 0 Deg Combined Long and Circ 0.48 PASS 15.78 14.00 9 D+L+W 0 Deg Combined Long and Circ 0.28 PASS 14.00 11.00 9 D+L+W 0 Deg Combined Long and Circ 0.29 PASS 11.00 1.50 9 D+L+W 0 Deg Combined Long and Circ 0.37 PASS 1.50 0.00 9 D+L+W 0 Deg Combined Long and Circ 0.15 PASS STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Worst Case Highest Unity ratios for each member and the load case that produces it. Bot Moment Vert fa fb fc Scc Scl Sbl Case Case Case Load Result Elev 1 3 4 Case ft k -ft Kip ksi ksi ksi ksi ksi ksi file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 22 of 38 ------------ ------ ---- ---- ----- ------ ----- ----- ---- ---- ---- ---- ------ 84.83 13.38 -0.98 0.02 0.15 0.041 0.772 8.15 8.96 0.00 0.05 0.02 8 PASS 82.31 19.76 -2.26 0.05 0.23 0.044 0.772 8.15 8.96 0.01 0.06 0.03 8 PASS 82.13 22.42 -2.72 0.05 0.26 0.044 0.772 8.15 8.96 0.01 0.06 0.04 8 PASS 81.94 23.13 -2.79 0.06 0.28 0.044 0.772 8.12 8.96 0.01 0.06 0.04 8 PASS 80.31 28.90 -3.09 0.06 0.33 0.044 0.772 8.15 8.96 0.01 0.06 0.05 8 PASS 80.13 30.51 -3.40 0.07 0.35 0.044 0.772 8.15 8.96 0.01 0.06 0.05 8 PASS 79.94 31.33 -3.46 0.07 0.38 0.044 0.772 8.12 8.96 0.01 0.06 0.05 8 PASS 78.50 37.35 -3.74 0.08 0.43 0.044 0.772 8.15 8.96 0.01 0.06 0.06 8 PASS 78.31 38.85 -4.17 0.08 0.45 0.044 0.772 8.15 8.96 0.01 0.06 0.06 8 PASS 78.13 39.75 -4.53 0.09 0.46 0.044 0.772 8.15 8.96 0.01 0.06 0.07 8 PASS 77.94 40.73 -4.90 0.10 0.51 0.043 0.772 8.08 8.96 0.01 0.06 0.07 8 PASS 77.40 43.37 -5.60 0.11 0.50 0.043 0.772 8.15 8.96 0.01 0.06 0.07 8 PASS 77.13 44.86 -6.39 0.13 0.52 0.043 0.772 8.15 8.96 0.02 0.06 0.08 8 PASS 76.85 46.36 -6.93 0.15 0.60 0.043 0.772 8.04 8.96 0.02 0.06 0.09 8 PASS 75.83 51.68 -8.19 0.17 0.60 0.043 0.772 8.15 8.96 0.02 0.06 0.09 8 PASS 75.00 56.68 -9.92 0.20 0.65 0.039 0.772 8.15 8.96 0.02 0.05 0.10 8 PASS 74.00 62.74 -10.78 0.22 0.72 0.039 0.772 8.15 8.96 0.03 0.05 0.11 8 PASS 70.00 85.85 -22.77 0.46 0.99 0.039 3.862 8.15 8.96 0.06 0.01 0.16 9 PASS 65.00 124.10 -23.84 0.48 1.43 0.039 1.648 8.15 8.96 0.06 0.02 0.21 9 PASS 63.50 143.92 -24.53 0.49 1.66 0.038 1.648 8.15 8.96 0.06 0.02 0.24 9 PASS 62.67 152.06 -24.84 0.50 1.75 0.038 1.648 8.15 8.96 0.06 0.02 0.25 9 PASS 60.63 171.10 -25.29 0.51 1.97 0.038 1.648 8.15 8.96 0.06 0.02 0.28 9 PASS 60.00 178.72 -26.30 0.40 1.54 0.028 1.625 10.86 11.93 0.04 0.02 0.16 9 PASS 50.00 272.83 -27.65 0.42 2.36 0.028 1.625 10.86 11.93 0.04 0.02 0.23 9 PASS 46.00 339.98 -30.34 0.46 2.94 0.027 1.625 10.86 11.93 0.04 0.02 0.28 9 PASS 36.00 464.45 -32.20 0.49 4.01 0.027 1.653 10.86 11.93 0.04 0.02 0.38 9 PASS 35.00 494.91 -33.57 0.51 4.27 0.025 1.653 10.86 11.93 0.05 0.02 0.40 9 PASS 33.50 516.95 -33.90 0.51 4.46 0.025 1.653 10.86 11.93 0.05 0.02 0.42 9 PASS 31.63 544.80 -34.44 0.52 4.70 0.025 1.653 10.86 11.93 0.05 0.02 0.44 9 PASS 30.00 570.26 -35.73 0.36 3.28 0.016 7.751 16.25 17.85 0.02 0.00 0.20 9 PASS 29.00 586.50 -36.30 0.37 3.37 0.016 7.751 16.25 17.85 0.02 0.00 0.21 9 PASS 26.00 633.37 -38.06 0.32 3.44 0.016 7.751 16.35 17.85 0.02 0.00 0.21 9 PASS 24.45 660.08 -39.15 0.33 3.58 0.016 3.633 16.35 17.85 0.02 0.00 0.22 9 PASS 15.78 798.32 -41.31 0.50 8.06 0.016 3.633 14.67 17.85 0.03 0.00 0.48 9 PASS 14.00 841.58 -43.52 0.37 4.57 0.014 3.633 16.35 17.85 0.02 0.00 0.28 9 PASS 11.00 895.85 -44.66 0.38 4.86 0.014 3.488 16.35 17.85 0.02 0.00 0.29 9 PASS 1.50 1069.46 -47.00 0.47 6.15 0.014 3.488 16.25 17.85 0.03 0.00 0.37 9 PASS 0.00 1104.86 -53.08 0.20 2.49 0.014 29.065 16.80 17.85 0.01 0.00 0.15 9 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by AISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Load # 8 Load Combination #8 D+W 0 Deg (Hot & Corroded), FS = 1.5 Bot Moment Vert fa fb fc Elev ft k -ft Kip ksi ksi ksi 84.83 13.38 -0.98 0.02 0.15 0.041 82.31 19.76 -2.26 0.05 0.23 0.044 82.13 22.42 -2.72 0.05 0.26 0.044 81.94 23.13 -2.79 0.06 0.28 0.044 80.31 28.90 -3.09 0.06 0.33 0.044 80.13 30.51 -3.40 0.07 0.35 0.044 79.94 31.33 -3.46 0.07 0.38 0.044 78.50 37.35 -3.74 0.08 0.43 0.044 78.31 38.85 -4.17 0.08 0.45 0.044 78.13 39.75 -4.53 0.09 0.46 0.044 77.94 40.73 -4.90 0.10 0.51 0.043 77.40 43.37 -5.60 0.11 0.50 0.043 77.13 44.86 -6.39 0.13 0.52 0.043 76.85 46.36 -6.93 0.15 0.60 0.043 75.83 51.68 -8.19 0.17 0.60 0.043 75.00 56.68 -9.92 0.20 0.65 0.039 Scc Scl Sbl Case Case Case Result 1 3 4 ksi ksi ksi 0.772 8.15 8.96 0.00 0.05 0.02 PASS 0.772 8.15 8.96 0.01 0.06 0.03 PASS 0.772 8.15 8.96 0.01 0.06 0.04 PASS 0.772 8.12 8.96 0.01 0.06 0.04 PASS 0.772 8.15 8.96 0.01 0.06 0.05 PASS 0.772 8.15 8.96 0.01 0.06 0.05 PASS 0.772 8.12 8.96 0.01 0.06 0.05 PASS 0.772 8.15 8.96 0.01 0.06 0.06 PASS 0.772 8.15 8.96 0.01 0.06 0.06 PASS 0.772 8.15 8.96 0.01 0.06 0.07 PASS 0.772 8.08 8.96 0.01 0.06 0.07 PASS 0.772 8.15 8.96 0.01 0.06 0.07 PASS 0.772 8.15 8.96 0.02 0.06 0.08 PASS 0.772 8.04 8.96 0.02 0.06 0.09 PASS 0.772 8.15 8.96 0.02 0.06 0.09 PASS 0.772 8.15 8.96 0.02 0.05 0.10 PASS file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 23 of 38 74.00 62.74 -10.78 0.22 0.72 0.039 0.772 8.15 8.96 0.03 0.05 0.11 PASS 70.00 85.85 -11.43 0.23 0.99 0.039 3.862 8.15 8.96 0.03 0.01 0.14 PASS 65.00 124.10 -12.50 0.25 1.43 0.039 1.648 8.15 8.96 0.03 0.02 0.19 PASS 63.50 143.92 -13.20 0.27 1.66 0.038 1.648 8.15 8.96 0.03 0.02 0.22 PASS 62.67 152.06 -13.50 0.27 1.75 0.038 1.648 8.15 8.96 0.03 0.02 0.23 PASS 60.63 171.10 -13.95 0.28 1.97 0.038 1.648 8.15 8.96 0.03 0.02 0.25 PASS 60.00 178.72 -14.96 0.23 1.54 0.028 1.625 10.86 11.93 0.02 0.02 0.15 PASS 50.00 272.83 -16.31 0.25 2.36 0.028 1.625 10.86 11.93 0.02 0.02 0.22 PASS 46.00 339.98 -18.05 0.27 2.94 0.027 1.625 10.86 11.93 0.03 0.02 0.27 PASS 36.00 464.45 -19.92 0.30 4.01 0.027 1.653 10.86 11.93 0.03 0.02 0.36 PASS 35.00 494.91 -21.28 0.32 4.27 0.025 1.653 10.86 11.93 0.03 0.02 0.39 PASS 33.50 516.95 -21.61 0.33 4.46 0.025 1.653 10.86 11.93 0.03 0.02 0.40 PASS 31.63 544.80 -22.15 0.33 4.70 0.025 1.653 10.86 11.93 0.03 0.02 0.42 PASS 30.00 570.26 -23.45 0.24 3.28 0.016 7.751 16.25 17.85 0.01 0.00 0.20 PASS 29.00 586.50 -24.01 0.24 3.37 0.016 7.751 16.25 17.85 0.01 0.00 0.20 PASS 26.00 633.37 -24.82 0.21 3.44 0.016 7.751 16.35 17.85 0.01 0.00 0.20 PASS 24.45 660.08 -25.92 0.22 3.58 0.016 3.633 16.35 17.85 0.01 0.00 0.21 PASS 15.78 798.32 -28.07 0.34 8.06 0.016 3.633 14.67 17.85 0.02 0.00 0.47 PASS 14.00 841.58 -30.28 0.26 4.57 0.014 3.633 16.35 17.85 0.02 0.00 0.27 PASS 11.00 895.85 -31.42 0.27 4.86 0.014 3.488 16.35 17.85 0.02 0.00 0.29 PASS 1.50 1069.46 -33.77 0.34 6.15 0.014 3.488 16.25 17.85 0.02 0.00 0.36 PASS 0.00 1104.86 -39.84 0.15 2.49 0.014 29.065 16.80 17.85 0.01 0.00 0.15 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by RISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Load # 9 Load Combination #9 D+L+W 0 Deg (Hot & Corroded), FS = 1.5 Bot Moment Vert fa fb fc Elev ft k -ft Kip ksi ksi ksi ------------ ------ ---- ---- ----- 84.83 13.38 -0.98 0.02 0.15 0.041 82.31 19.76 -2.26 0.05 0.23 0.044 82.13 22.42 -2.72 0.05 0.26 0.044 81.94 23.13 -2.79 0.06 0.28 0.044 80.31 28.90 -3.09 0.06 0.33 0.044 80.13 30.51 -3.40 0.07 0.35 0.044 79.94 31.33 -3.46 0.07 0.38 0.044 78.50 37.35 -3.74 0.08 0.43 0.044 78.31 38.85 -4.17 0.08 0.45 0.044 78.13 39.75 -4.53 0.09 0.46 0.044 77.94 40.73 -4.90 0.10 0.51 0.043 77.40 43.37 -5.60 0.11 0.50 0.043 77.13 44.86 -6.39 0.13 0.52 0.043 76.85 46.36 -6.93 0.15 0.60 0.043 75.83 51.68 -8.19 0.17 0.60 0.043 75.00 56.68 -9.92 0.20 0.65 0.039 74.00 62.74 -10.78 0.22 0.72 0.039 70.00 85.85 -22.77 0.46 0.99 0.039 65.00 124.10 -23.84 0.48 1.43 0.039 63.50 143.92 -24.53 0.49 1.66 0.038 62.67 152.06 -24.84 0.50 1.75 0.038 60.63 171.10 -25.29 0.51 1.97 0.038 60.00 178.72 -26.30 0.40 1.54 0.028 50.00 272.83 -27.65 0.42 2.36 0.028 46.00 339.98 -30.34 0.46 2.94 0.027 36.00 464.45 -32.20 0.49 4.01 0.027 35.00 494.91 -33.57 0.51 4.27 0.025 33.50 516.95 -33.90 0.51 4.46 0.025 31.63 544.80 -34.44 0.52 4.70 0.025 30.00 570.26 -35.73 0.36 3.28 0.016 29.00 586.50 -36.30 0.37 3.37 0.016 26.00 633.37 -38.06 0.32 3.44 0.016 24.45 660.08 -39.15 0.33 3.58 0.016 Scc Scl Sb1 Case Case Case Result 1 3 4 ksi ksi ksi ----- ----- ----- ---- ---- ---- ------ 0.772 8.15 8.96 0.00 0.05 0.02 PASS 0.772 8.15 8.96 0.01 0.06 0.03 PASS 0.772 8.15 8.96 0.01 0.06 0.04 PASS 0.772 8.12 8.96 0.01 0.06 0.04 PASS 0.772 8.15 8.96 0.01 0.06 0.05 PASS 0.772 8.15 8.96 0.01 0.06 0.05 PASS 0.772 8.12 8.96 0.01 0.06 0.05 PASS 0.772 8.15 8.96 0.01 0.06 0.06 PASS 0.772 8.15 8.96 0.01 0.06 0.06 PASS 0.772 8.15 8.96 0.01 0.06 0.07 PASS 0.772 8.08 8.96 0.01 0.06 0.07 PASS 0.772 8.15 8.96 0.01 0.06 0.07 PASS 0.772 8.15 8.96 0.02 0.06 0.08 PASS 0.772 8.04 8.96 0.02 0.06 0.09 PASS 0.772 8.15 8.96 0.02 0.06 0.09 PASS 0.772 8.15 8.96 0.02 0.05 0.10 PASS 0.772 8.15 8.96 0.03 0.05 0.11 PASS 3.862 8.15 8.96 0.06 0.01 0.16 PASS 1.648 8.15 8.96 0.06 0.02 0.21 PASS 1.648 8.15 8.96 0.06 0.02 0.24 PASS 1.648 8.15 8.96 0.06 0.02 0.25 PASS 1.648 8.15 8.96 0.06 0.02 0.28 PASS 1.625 10.86 11.93 0.04 0.02 0.16 PASS 1.625 10.86 11.93 0.04 0.02 0.23 PASS 1.625 10.86 11.93 0.04 0.02 0.28 PASS 1.653 10.86 11.93 0.04 0.02 0.38 PASS 1.653 10.86 11.93 0.05 0.02 0.40 PASS 1.653 10.86 11.93 0.05 0.02 0.42 PASS 1.653 10.86 11.93 0.05 0.02 0.44 PASS 7.751 16.25 17.85 0.02 0.00 0.20 PASS 7.751 16.25 17.85 0.02 0.00 0.21 PASS 7.751 16.35 17.85 0.02 0.00 0.21 PASS 3.633 16.35 17.85 0.02 0.00 0.22 PASS file:///C:/Users/zeddiesdp.SPICERG ROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 24 of 38 15 .78 798.32 -41.31 0.50 8.06 0.016 3.633 14.67 17.85 0.03 0.00 0.48 PASS 14.00 841.58 -43.52 0.37 4.57 0.014 3.633 16.35 17.85 0.02 0.00 0.28 PASS 11.00 895.85 -44.66 0.38 4.86 0.014 3.488 16.35 17.85 0.02 0.00 0.29 PASS 1.50 1069.46 -47.00 0.47 6.15 0.014 3.488 16.25 17.85 0.03 0.00 0.37 PASS 0.00 1104.86 -53.08 0.20 2.49 0.014 29.065 16.80 17.85 0.01 0.00 0.1.5 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by AISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Load # 10 Load Combination #10 D + 0.7*(Eh+Ev) 0 Deg (Hot & Corroded), FS = 1.5 Bot Moment Vert fa fb fc Scc Scl Sbl Case Case Case Result Elev 1 3 4 ft k -ft Kip ksi ksi ksi ksi ksi ksi 84.83 1.51 -1.01 0.02 0.02 0.000 0.772 8.15 8.96 0.00 0.00 0.00 PASS 82.31 2.16 -2.33 0.05 0.02 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 82.13 2.62 -2.80 0.06 0.03 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 81.94 2.71 -2.86 0.06 0.03 0.000 0.772 8.12 8.96 0.01 0.00 0.01 PASS 80.31 3.44 -3.18 0.06 0.04 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 80.13 3.70 -3.50 0.07 0.04 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 79.94 3.81 -3.56 0.07 0.05 0.000 0.772 8.12 8.96 0.01 0.00 0.01 PASS 78.50 4.62 -3.85 0.08 0.05 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 78.31 4.86 -4.28 0.09 0.06 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 78.13 4.99 -4.66 0.09 0.06 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 77.94 5.16 -5.03 0.11 0.06 0.000 0.772 8.08 8.96 0.01 0.00 0.02 PASS 77.40 5.58 -5.76 0.12 0.06 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 77.13 5.93 -6.57 0.13 0.07 0.000 0.772 8.15 8.96 0.02 0.00 0.02 PASS 76.85 6.25 -7.12 0.15 0.08 0.000 0.772 8.04 8.96 0.02 0.00 0.03 PASS 75.83 7.33 -8.42 0.17 0.08 0.000 0.772 8.15 8.96 0.02 0.00 0.03 PASS 75.00 8.78 -10.20 0.21 0.10 0.000 0.772 8.15 8.96 0.03 0.00 0.03 PASS 74.00 10.66 -11.08 0.22 0.12 0.000 0.772 8.15 8.96 0.03 0.00 0.04 PASS 70.00 17.45 -11.75 0.24 0.20 0.000 3.862 8.15 8.96 0.03 0.00 0.05 PASS 65.00 27.11 -12.85 0.26 0.31 0.000 1.648 8.15 8.96 0.03 0.00 0.06 PASS 63.50 30.90 -13.57 0.27 0.36 0.000 1.648 8.15 8.96 0.03 0.00 0.07 PASS 62.67 32.69 -13.88 0.28 0.38 0.000 1.648 8.15 8.96 0.03 0.00 0.07 PASS 60.63 36.94 -14.35 0.29 0.43 0.000 1.648 8.15 8.96 0.04 0.00 0.08 PASS 60.00 38.56 -15.38 0.23 0.33 0.000 1.625 10.86 11.93 0.02 0.00 0.05 PASS 50.00 60.24 -16.77 0.25 0.52 0.000 1.625 10.86 11.93 0.02 0.00 0.06 PASS 46.00 73.09 -18.56 0.28 0.63 0.000 1.625 10.86 11.93 0.03 0.00 0.08 PASS 36.00 99.23 -20.48 0.31 0.86 0.000 1.653 10.86 11.93 0.03 0.00 0.10 PASS 35.00 104.21 -21.88 0.33 0.90 0.000 1.653 10.86 11.93 0.03 0.00 0.10 PASS 33.50 108.56 -22.22 0.34 0.94 0.000 1.653 10.86 11.93 0.03 0.00 0.11 PASS 31.63 114.05 -22.78 0.34 0.98 0.000 1.653 10.86 11.93 0.03 0.00 0.11 PASS 30.00 118.98 -24.10 0.24 0.68 0.000 7.751 16.25 17.85 0.01 0.00 0.05 PASS 29.00 122.14 -24.69 0.25 0.70 0.000 7.751 16.25 17.85 0.02 0.00 0.05 PASS 26.00 131.30 -25.53 0.22 0.71 0.000 7.751 16.35 17.85 0.01 0.00 0.05 PASS 24.45 136.40 -26.65 0.23 0.74 0.000 3.633 16.35 17.85 0.01 0.00 0.05 PASS 15.78 163.48 -28.87 0.35 1.65 0.000 3.633 14.67 17.85 0.02 0.00 0.11 PASS 14.00 170.70 -31.14 0.27 0.93 0.000 3.633 16.35 17.85 0.02 0.00 0.07 PASS 11.00 180.80 -32.31 0.28 0.98 0.000 3.488 16.35 17.85 0.02 0.00 0.07 PASS 1.50 212.99 -34.72 0.35 1.22 0.000 3.488 16.25 17.85 0.02 0.00 0.09 PASS 0.00 218.57 -40.97 0.15 0.49 0.000 29.065 16.80 17.85 0.01 0.00 0.04 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by AISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Load # 11 Load Combination #11 D+0.75*L+0.75*0.7*(Eh+Ev) 0 Deg (Hot & Corroded), FS = 1.5 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 25 of 38 Bot Moment Vert fa fb fc Scc Scl Sbl Case Case Case Result Elev 1 3 4 ft k -ft Kip ksi ksi ksi ksi ksi ksi ----- ------ ------ ---- ---- ----- ------ ----- ----- ---- ---- ---- ------ 84.83 1.13 -1.00 0.02 0.01 0.000 0.772 8.15 8.96 0.00 0.00 0.00 PASS 82.31 1.62 -2.31 0.05 0.02 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 82.13 1.96 -2.78 0.06 0.02 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 81.94 2.03 -2.85 0.06 0.02 0.000 0.772 8.12 8.96 0.01 0.00 0.01 PASS 80.31 2.58 -3.16 0.06 0.03 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 80.13 2.77 -3.47 0.07 0.03 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 79.94 2.86 -3.54 0.07 0.03 0.000 0.772 8.12 8.96 0.01 0.00 0.01 PASS 78.50 3.47 -3.82 0.08 0.04 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 78.31 3.64 -4.25 0.09 0.04 0.000 0.772 8.15 8.96 0.01 0.00 0.01 PASS 78.13 3.75 -4.63 0.09 0.04 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 77.94 3.87 -5.00 0.10 0.05 0.000 0.772 8.08 8.96 0.01 0.00 0.02 PASS 77.40 4.19 -5.72 0.12 0.05 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 77.13 4.45 -6.53 0.13 0.05 0.000 0.772 8.15 8.96 0.02 0.00 0.02 PASS 76.85 4.69 -7.08 0.15 0.06 0.000 0.772 8.04 8.96 0.02 0.00 0.02 PASS 75.83 5.49 -8.36 0.17 0.06 0.000 0.772 8.15 8.96 0.02 0.00 0.03 PASS 75.00 6.58 -10.13 0.20 0.08 0.000 0.772 8.15 8.96 0.03 0.00 0.03 PASS 74.00 6.00 -11.00 0.22 0.09 0.000 0.772 8.15 8.96 0.03 0.00 0.04 PASS 70.00 13.08 -20.17 0.41 0.15 0.000 3.862 8.15 8.96 0.05 0.00 0.06 PASS 65.00 20.33 -21.27 0.43 0.23 0.000 1.648 8.15 8.96 0.05 0.00 0.07 PASS 63.50 23.17 -21.98 0.44 0.27 0.000 1.648 8.15 8.96 0.05 0.00 0.08 PASS 62.67 24.52 -22.29 0.45 0.28 0.000 1.648 8.15 8.96 0.06 0.00 0.08 PASS 60.63 27.71 -22.75 0.46 0.32 0.000 1.648 8.15 8.96 0.06 0.00 0.09 PASS 60.00 28.92 -23.78 0.36 0.25 0.000 1.625 10.86 11.93 0.03 0.00 0.05 PASS 50.00 45.18 -25.16 0.38 0.39 0.000 1.625 10.86 11.93 0.04 0.00 0.06 PASS 46.00 54.82 -27.65 0.42 0.47 0.000 1.625 10.86 11.93 0.04 0.00 0.07 PASS 36.00 74.42 -29.55 0.45 0.64 0.000 1.653 10.86 11.93 0.04 0.00 0.09 PASS 35.00 78.16 -30.95 0.47 0.67 0.000 1.653 10.86 11.93 0.04 0.00 0.10 PASS 33.50 81.42 -31.28 0.47 0.70 0.000 1.653 10.86 11.93 0.04 0.00 0.10 PASS 31.63 85.53 -31.84 0.48 0.74 0.000 1.653 10.86 11.93 0.04 0.00 0.10 PASS 30.00 89.24 -33.15 0.33 0.51 0.000 7.751 16.25 17.85 0.02 0.00 0.05 PASS 29.00 91.60 -33.73 0.34 0.53 0.000 7.751 16.25 17.85 0.02 0.00 0.05 PASS 26.00 98.48 -35.28 0.30 0.53 0.000 7.751 16.35 17.85 0.02 0.00 0.05 PASS 24.45 102.30 -36.39 0.31 0.55 0.000 3.633 16.35 17.85 0.02 0.00 0.05 PASS 15.78 122.61 -38.59 0.47 1.24 0.000 3.633 14.67 17.85 0.03 0.00 0.10 PASS 14.00 128.03 -40.85 0.35 0.69 0.000 3.633 16.35 17.85 0.02 0.00 0.06 PASS 11.00 135.60 -42.01 0.36 0.74 0.000 3.488 16.35 17.85 0.02 0.00 0.06 PASS 1.50 159.74 -44.41 0.45 0.92 0.000 3.488 16.25 17.85 0.03 0.00 0.08 PASS 0.00 163.93 -50.61 0.19 0.37 0.000 29.065 16.80 17.85 0:01 0.00 0.03 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by AISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Load # 12 Load Combination #12 0.6*D+0.7*(Eh-Ev) 0 Deg (Hot 6 Corroded), FS = 1.5 Bot Moment Vert fa fb fc Elev ft k -ft Kip ksi ksi ksi ----- ------ ------ ---- ---- ----- 84.83 1.51 -0.56 0.01 0.02 0.000 82.31 2.16 -1.29 0.03 0.02 0.000 82.13 2.62 -1.56 0.03 0.03 0.000 81.94 2.71 -1.59 0.03 0.03 0.000 80.31 3.44 -1.77 0.04 0.04 0.000 80.13 3.70 -1.94 0.04 0.04 0.000 79.94 3.81 -1.98 0.04 0.05 0.000 78.50 4.62 -2.14 0.04 0.05 0.000 78.31 4.86 -2.38 0.05 0.06 0.000 78.13 4.99 -2.59 0.05 0.06 0.000 77.94 5.16 -2.80 0.06 0.06 0.000 77.40 5.58 -3.20 0.06 0.06 0.000 77.13 5.93 -3.65 0.07 0.07 0.000 Scc Scl Sbl Case Case Case Result 1 3 4 ksi ksi ksi ------ 0.772 ----- 8.15 ----- 8.96 ---- 0.00 ---- 0.00 ---- 0.00 ------ PASS 0.772 8.15 8.96 0.00 0.00 0.01 PASS 0.772 8.15 8.96 0.00 0.00 0.01 PASS 0.772 8.12 8.96 0.00 0.00 0.01 PASS 0.772 8.15 8.96 0.00 0.00 0.01 PASS 0.772 8.15 8.96 0.00 0.00 0.01 PASS 0.772 8.12 8.96 0.01 0.00 0.01 PASS 0.772 8.15 8.96 0.01 0.00 0.01 PASS 0.772 8.15 8.96 0.01 0.00 0.01 PASS 0.772 8.15 8.96 0.01 0.00 0.01 PASS 0.772 8.08 8.96 0.01 0.00 0.01 PASS 0.772 8.15 8.96 0.01 0.00 0.01 PASS 0.772 8.15 8.96 0.01 0.00 0.02 PASS file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SeIectedAnalys... 5/16/2018 Page 26 of 38 76.85 6.25 -3.96 0.08 0.08 0.000 0.772 8.04 8.96 0.01 0.00 0.02 PASS 75.83 7.33 -4.68 0.09 0.08 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 75.00 8.78 -5.67 0.11 0.10 0.000 0.772 8.15 8.96 0.01 0.00 0.02 PASS 74.00 10.66 -6.16 0.12 0.12 0.000 0.772 8.15 8.96 0.02 0.00 0.03 PASS 70.00 17.45 -6.53 0.13 0.20 0.000 3.862 8.15 8.96 0.02 0.00 0.04 PASS 65.00 27.11 -7.15 0.14 0.31 0.000 1.648 8.15 8.96 0.02 0.00 0.05 PASS 63.50 30.90 -7.54 0.15 0.36 0.000 1.648 8.15 8.96 0.02 0.00 0.06 PASS 62.67 32.69 -7.72 0.16 0.38 0.000 1.648 8.15 8.96 0.02 0.00 0.06 PASS 60.63 36.94 -7.97 0.16 0.43 0.000 1.648 8.15 8.96 0.02 0.00 0.07 PASS 60.00 38.56 -8.56 0.13 0.33 0.000 1.625 10.86 11.93 0.01 0.00 0.04 PASS 50.00 60.24 -9.33 0.14 0.52 0.000 1.625 10.86 11.93 0.01 0.00 0.06 PASS 46.00 73.09 -10.32 0.16 0.63 0.000 1.625 10.86 11.93 0.01 0.00 0.07 PASS 36.00 99.23 -11.39 0.17 0.86 0.000 1.653 10.86 11.93 0.02 0.00 0.09 PASS 35.00 104.21 -12.17 0.18 0.90 0.000 1.653 10.86 11.93 0.02 0.00 0.09 PASS 33.50 108.56 -12.36 0.19 0.94 0.000 1.653 10.86 11.93 0.02 0.00 0.09 PASS 31.63 114.05 -12.66 0.19 0.98 0.000 1.653 10.86 11.93 0.02 0.00 0.10 PASS 30.00 118.98 -13.41 0.13 0.68 0.000 7.751 16.25 17.85 0.01 0.00 0.05 PASS 29.00 122.14 -13.73 0.14 0.70 0.000 7.751 16.25 17.85 0.01 0.00 0.05 PASS 26.00 131.30 -14.19 0.12 0.71 0.000 7.751 16.35 17.85 0.01 0.00 0.05 PASS 24.45 136.40 -14.82 0.13 0.74 0.000 3.633 16.35 17.85 0.01 0.00 0.05 PASS 15.78 163.48 -16.05 0.19 1.65 0.000 3.633 14.67 17.85 0.01 0.00 0.10 PASS 14.00 170.70 -17.31 0.15 0.93 0.000 3.633 16.35 17.85 0.01 0.00 0.06 PASS 11.00 180.80 -17.97 0.15 0.98 0.000 3.488 16.35 17.85 0.01 0.00 0.06 PASS 1.50 212.99 -19.31 0.19 1.22 0.000 3.488 16.25 17.85 0.01 0.00 0.08 PASS 0.00 218.57 -22.78 0.08 0.49 0.000 29.065 16.80 17.85 0.01 0.00 0.03 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by RISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. STACK COMPRESSIVE STRESSES PER ASME STS -1-2016, Load # 13 Load Combination #13 D+O+P 0 Deg (Hot & Corroded), FS = 1 Bot Moment Vert fa fb fc Scc Scl Sbl Case Case Case Result Elev 1 3 4 ft k -ft Kip ksi ksi ksi ksi ksi ksi ----- ------ ------ ---- ---- ----- ------ ----- ----- ---- ---- ---- ------ 84.83 0.00 -0.98 0.02 0.00 0.000 1.159 12.23 13.44 0.00 0.00 0.00 PASS 82.31 0.00 -2.26 0.05 0.00 0.000 1.159 12.23 13.44 0.00 0.00 0.00 PASS 82.13 0.00 -2.72 0.05 0.00 0.000 1.159 12.23 13.44 0.00 0.00 0.00 PASS 81.94 0.00 -2.79 0.06 0.00 0.000 1.159 12.17 13.44 0.00 0.00 0.00 PASS 80.31 0.00 -3.09 0.06 0.00 0.000 1.159 12.23 13.44 0.01 0.00 0.00 PASS 80.13 0.00 -3.40 0.07 0.00 0.000 1.159 12.23 13.44 0.01 0.00 0.01 PASS 79.94 0.00 -3.46 0.07 0.00 0.000 1.159 12.17 13.44 0.01 0.00 0.01 PASS 78.50 0.00 -3.74 0.08 0.00 0.000 1.159 12.23 13.44 0.01 0.00 0.01 PASS 78.31 0.00 -4.17 0.08 0.00 0.000 1.159 12.23 13.44 0.01 0.00 0.01 PASS 78.13 0.00 -4.53 0.09 0.00 0.000 1.159 12.22 13.44 0.01 0.00 0.01 PASS 77.94 0.00 -4.90 0.10 0.00 0.000 1.159 12.12 13.44 0.01 0.00 0.01 PASS 77.40 0.00 -5.60 0.11 0.00 0.000 1.159 12.23 13.44 0.01 0.00 0.01 PASS 77.13 0.00 -6.39 0.13 0.00 0.000 1.159 12.22 13.44 0.01 0.00 0.01 PASS 76.85 0.00 -6.93 0.15 0.00 0.000 1.159 12.06 13.44 0.01 0.00 0.01 PASS 75.83 0.00 -8.19 0.17 0.00 0.000 1.159 12.23 13.44 0.01 0.00 0.01 PASS 75.00 0.00 -9.92 0.20 0.00 0.000 1.159 12.23 13.44 0.02 0.00 0.01 PASS 74.00 0.00 -10.78 0.22 0.00 0.000 1.159 12.23 13.44 0.02 0.00 0.02 PASS 70.00 0.00 -11.43 0.23 0.00 0.000 5.793 12.23 13.44 0.02 0.00 0.02 PASS 65.00 0.00 -12.50 0.25 0.00 0.000 2.472 12.23 13.44 0.02 0.00 0.02 PASS 63.50 0.00 -13.20 0.27 0.00 0.000 2.472 12.23 13.44 0.02 0.00 0.02 PASS 62.67 0.00 -13.50 0.27 0.00 0.000 2.472 12.23 13.44 0.02 0.00 0.02 PASS 60.63 0.00 -13.95 0.28 0.00 0.000 2.472 12.23 13.44 0.02 0.00 0.02 PASS 60.00 0.00 -14.96 0.23 0.00 0.000 2.438 16.29 17.90 0.01 0.00 0.01 PASS 50.00 0.00 -16.31 0.25 0.00 0.000 2.438 16.29 17.90 0.02 0.00 0.01 PASS 46.00 0.00 -18.05 0.27 0.00 0.000 2.438 16.29 17.90 0.02 0.00 0.02 PASS 36.00 0.00 -19.92 0.30 0.00 0.000 2.480 16.29 17.90 0.02 0.00 0.02 PASS 35.00 0.00 -21.28 0.32 0.00 0.000 2.480 16.29 17.90 0.02 0.00 0.02 PASS 33.50 0.00 -21.61 0.33 0.00 0.000 2.480 16.29 17.90 0.02 0.00 0.02 PASS 31.63 0.00 -22.15 0.33 0.00 0.000 2.480 16.29 17.90 0.02 0.00 0.02 PASS 30.00 0.00 -23.45 0.24 0.00 0.000 11.626 24.38 26.77 0.01 0.00 0.01 PASS file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 27 of 38 29.00 0.00 -24.01 0.24 0.00 0.000 11.626 24.38 26.77 0.01 0.00 0.01 PASS 26.00 0.00 -24.82 0.21 0.00 0.000 11.626 24.52 26.77 0.01 0.00 0.01 PASS 24.45 0.00 -25.92 0.22 0.00 0.000 5.450 24.52 26.77 0.01 0.00 0.01 PASS 15.78 0.00 -28.07 0.34 0.00 0.000 5.450 22.00 26.77 0.02 0.00 0.01 PASS 14.00 0.00 -30.28 0.26 0.00 0.000 5.450 24.52 26.77 0.01 0.00 0.01 PASS 11.00 0.00 -31.42 0.27 0.00 0.000 5.232 24.52 26.77 0.01 0.00 0.01 PASS 1.50 0.00 -33.77 0.34 0.00 0.000 5.232 24.38 26.77 0.01 0.00 0.01 PASS 0.00 0.00 -39.84 0.15 0.00 0.000 43.598 25.20 26.77 0.01 0.00 0.01 PASS fa = Axial Comp Stress fb = Bending Stress fc = Circ Stress Scc = Allow Circ Stress Scl = Allow Comp Stress Sbl = Allow Bend Comp Stress Casel*= fa/Scl Case3= fc / Scc Case4= (fa+fb)/Sbl + (fc/Scc)^2 *If Section Is governed by RISC, Then Casel = fa / Scl + fb / Sbl Case value are a maximum Of unity, Case 2 Not checked since Case 4 always higher. Summary of Maximum Stack Deflection A summary of the worst lateral deflections for the stack and the load case the produced them. Elev Load # Load Case Defl Max Defl Limit Unity Result ft ----- in in 94.00 ------ 8 --------- D+W 0 Deg -------- 2.4519 ---------- 8.4812 ----- 0.29 ------ Pass 84.83 8 D+w 0 Deg 2.1101 7.6541 0.28 Pass 82.31 8 D+W 0 Deg 2.0159 7.4267 0.27 Pass 82.13 8 D+W 0 Deg 2.0089 7.4098 0.27 Pass 81.94 8 D+W 0 Deg 2.0019 7.3929 0.27 Pass 80.31 8 D+W 0 Deg 1.9412 7.2462 0.27 Pass 80.13 8 D+W 0 Deg 1.9343 7.2293 0.27 Pass 79.94 8 D+W 0 Deg 1.9273 7.2124 0.27 Pass 78.50 8 D+W 0 Deg 1.8738 7.0827 0.26 Pass 78.31 8 D+W 0 Deg 1.8668 7.0658 0.26 Pass 78.13 8 D+W 0 Deg 1.8598 7.0489 0.26 Pass 77.94 8 D+W 0 Deg 1.8529 7.0320 0.26 Pass 77.40 8 D+W 0 Deg 1.8330 6.9836 0.26 Pass 77.13 8 D+W 0 Deg 1.8227 6.9586 0.26 Pass 76.85 8 D+W 0 Deg 1.8125 6.9337 0.26 Pass 75.83 8 D+W 0 Deg 1.7749 6.8421 0.26 Pass 75.00 8 D+W 0 Deg 1.7441 6.7669 0.26 Pass 74.00 8 D+W 0 Deg 1.7073 6.6767 0.26 Pass 70.00 8 D+W 0 Deg 1.5609 6.3158 0.25 Pass 65.00 8 D+W 0 Deg 1.3812 5.8647 0.24 Pass 63.50 8 D+W 0 Deg 1.3282 5.7293 0.23 Pass 62.67 8 D+W 0 Deg 1.2990 5.6542 0.23 Pass 60.63 8 D+W 0 Deg 1.2282 5.4699 0.22 Pass 60.00 8 D+W 0 Deg 1.2067 5.4135 0.22 Pass 50.00 8 D+W 0 Deg 0.8758 4.5113 0.19 Pass 46.00 8 D+W 0 Deg 0.7522 4.1504 0.18 Pass 36.00 8 D+W 0 Deg 0.4735 3.2481 0.15 Pass 35.00 8 D+W 0 Deg 0.4485 3.1579 0.14 Pass 33.50 8 D+W 0 Deg 0.4121 3.0226 0.14 Pass 31.63 8 D+W 0 Deg 0.3686 2.8534 0.13 Pass 30.00 8 D+W 0 Deg 0.3325 2.7068 0.12 Pass 29.00 8 D+W 0 Deg 0.3109 2.6165 0.12 Pass 26.00 8 D+W 0 Deg 0.2485 2.3459 0.11 Pass 24.45 8 D+W 0 Deg 0.2176 2.2056 0.10 Pass 15.78 8 D+W 0 Deg 0.0857 1.4240 0.06 Pass 14.00 8 D+W 0 Deg 0.0676 1.2632 0.05 Pass 11.00 8 D+W 0 Deg 0.0411 0.9925 0.04 Pass 1.50 8 D+W 0 Deg 0.0003 0.1353 0.00 Pass 1.50 8 D+W 0 Deg 0.0000 0.0000 0.00 Pass Ratio = Defl Max / Defl Limit Stack Deflection Load # 6 Load Combination D+W 0 Deg Elev Dx Dy Dz Dres Limit Ratio Rresult file:///C:/Users/zeddiesdp.SPiCERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 28 of 38 ft in in in in in ----- 94.00 ------ 2.4519 ------- -0.0109 ------ 0.0000 ------ 2.4519 ------ 8.4812 ----- 0.29 ------- Pass 84.83 2.1101 -0.0109 0.0000 2.1101 7.6541 0.28 Pass 82.31 2.0159 -0.0108 0.0000 2.0159 7.4267 0.27 Pass 82.13 2.0089 -0.0108 0.0000 2.0089 7.4098 0.27 Pass 81.94 2.0019 -0.0108 0.0000 2.0019 7.3929 0.27 Pass 80.31 1.9412 -0.0107 0.0000 1.9412 7.2462 0.27 Pass 80.13 1.9343 -0.0107 0.0000 1.9343 7.2293 0.27 Pass 79.94 1.9273 -0.0107 0.0000 1.9273 7.2124 0.27 Pass 78.50 1.8738 -0.0107 0.0000 1.8738 7.0827 0.26 Pass 78.31 1.8668 -0.0107 0.0000 1.8668 7.0658 0.26 Pass 78.13 1.8598 -0.0107 0.0000 1.8598 7.0489 0.26 Pass 77.94 1.8529 -0.0106 0.0000 1.8529 7.0320 0.26 Pass 77.40 1.8330 -0.0106 0.0000 1.8330 6.9836 0.26 Pass 77.13 1.8227 -0.0106 0.0000 1.8227 6.9586 0.26 Pass 76.85 1.8125 -0.0106 0.0000 1.8125 6.9337 0.26 Pass 75.83 1.7749 -0.0105 0.0000 1.7749 6.8421 0.26 Pass 75.00 1.7441 -0.0104 0.0000 1.7441 6.7669 0.26 Pass 74.00 1.7073 -0.0103 0.0000 1.7073 6.6767 0.26 Pass 70.00 1.5609 -0.0098 0.0000 1.5609 6.3158 0.25 Pass 65.00 1.3812 -0.0092 0.0000 1.3812 5.8647 0.24 Pass 63.50 1.3282 -0.0090 0.0000 1.3282 5.7293 0.23 Pass 62.67 1.2990 -0.0089 0.0000 1.2990 5.6542 0.23 Pass 60.63 1.2282 -0.0086 0.0000 1.2282 5.4699 0.22 Pass 60.00 1.2067 -0.0086 0.0000 1.2067 5.4135 0.22 Pass 50.00 0.8758 -0.0073 0.0000 0.8758 4.5113 0.19 Pass 46.00 0.7522 -0.0068 0.0000 0.7522 4.1504 0.18 Pass 36.00 0.4735 -0.0053 0.0000 0.4735 3.2481 0.15 Pass 35.00 0.4485 -0.0051 0.0000 0.4485 3.1579 0.14 Pass 33.50 0.4121 -0.0049 0.0000 0.4121 3.0226 0.14 Pass 31.63 0.3686 -0.0046 0.0000 0.3686 2.8534 0.13 Pass 30.00 0.3325 -0.0044 0.0000 0.3325 2.7068 0.12 Pass 29.00 0.3109 -0.0043 0.0000 0.3109 2.6165 0.12 Pass 26.00 0.2485 -0.0040 0.0000 0.2485 2.3459 0.11 Pass 24.45 0.2176 -0.0038 0.0000 0.2176 2.2056 0.10 Pass 15.78 0.0857 -0.0023 0.0000 0.0857 1.4240 0.06 Pass 14.00 0.0676 -0.0021 0.0000 0.0676 1.2632 0.05 Pass 11.00 0.0411 -0.0017 0.0000 0.0411 0.9925 0.04 Pass 1.50 0.0003 -0.0001 0.0000 0.0003 0.1353 0.00 Pass 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 Pass Dres = Max Lateral Displacement: (Dx^2 + Dz^2) Ratio = Dres / Limit Stack Deflection Load # 9 Load Combination D+L+W 0 Deg Elev Dx Dy Dz Dres Limit Ratio Rresult ft in in in in in ----- 94.00 ------ 2.4519 ------- -0.0171 ------ 0.0000 ------ 2.4519 ------ 8.4812 ----- 0.29 ------- Pass 84.83 2.1101 -0.0170 0.0000 2.1101 7.6541 0.28 Pass 82.31 2.0159 -0.0169 0.0000 2.0159 7.4267 0.27 Pass 82.13 2.0089 -0.0169 0.0000 2.0089 7.4098 0.27 Pass 81.94 2.0019 -0.0169 0.0000 2.0019 7.3929 0.27 Pass 80.31 1.9412 -0.0169 0.0000 1.9412 7.2462 0.27 Pass 80.13 1.9343 -0.0169 0.0000 1.9343 7.2293 0.27 Pass 79.94 1.9273 -0.0169 0.0000 1.9273 7.2124 0.27 Pass 78.50 1.8738 -0.0168 0.0000 1.8738 7.0827 0.26 Pass 78.31 1.8668 -0.0168 0.0000 1.8668 7.0658 0.26 Pass 78.13 1.8598 -0.0168 0.0000 1.8598 7.0489 0.26 Pass 77.94 1.8529 -0.0168 0.0000 1.8529 7.0320 0.26 Pass 77.40 1.8330 -0.0168 0.0000 1.8330 6.9836 0.26 Pass 77.13 1.8227 -0.0167 0.0000 1.8227 6.9586 0.26 Pass 76.85 1.8125 -0.0167 0.0000 1.8125 6.9337 0.26 Pass 75.83 1.7749 -0.0166 0.0000 1.7749 6.8421 0.26 Pass 75.00 1.7441 -0.0166 0.0000 1.7441 6.7669 0.26 Pass 74.00 1.7073 -0.0165 0.0000 1.7073 6.6767 0.26 Pass file:///C:/Users/zeddiesdp.S PIC ERG ROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 29 of 38 70.00 1.5609 -0.0155 0.0000 1.5609 6.3158 0.25 Pass 65.00 1.3812 -0.0143 0.0000 1.3812 5.8647 0.24 Pass 63.50 1.3282 -0.0140 0.0000 1.3282 5.7293 0.23 Pass 62.67 1.2990 -0.0138 0.0000 1.2990 5.6542 0.23 Pass 60.63 1.2282 -0.0133 0.0000 1.2282 5.4699 0.22 Pass 60.00 1.2067 -0.0131 0.0000 1.2067 5.4135 0.22 Pass 50.00 0.8758 -0.0111 0.0000 0.8758 4.5113 0.19 Pass 46.00 0.7522 -0.0102 0.0000 0.7522 4.1504 0.18 Pass 36.00 0.4735 -0.0077 0.0000 0.4735 3.2481 0.15 Pass 35.00 0.4485 -0.0075 0.0000 0.4485 3.1579 0.14 Pass 33.50 0.4121 -0.0071 0.0000 0.4121 3.0226 0.14 Pass 31.63 0.3686 -0.0066 0.0000 0.3686 2.8534 0.13 Pass 30.00 0.3325 -0.0063 0.0000 0.3325 2.7068 0.12 Pass 29.00 0.3109 -0.0062 0.0000 0.3109 2.6165 0.12 Pass 26.00 0.2485 -0.0057 0.0000 0.2485 2.3459 0.11 Pass 24.45 0.2176 -0.0054 0.0000 0.2176 2.2056 0.10 Pass 15.78 0.0857 -0.0033 0.0000 0.0857 1.4240 0.06 Pass 14.00 0.0676 -0.0029 0.0000 0.0676 1.2632 0.05 Pass 11.00 0.0411 -0.0024 0.0000 0.0411 0.9925 0.04 Pass 1.50 0.0003 -0.0001 0.0000 0.0003 0.1353 0.00 Pass 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 Pass Dres = Max Lateral Displacement: (Dx^2 + Dz^2) Ratio = Dres / Limit Stack Deflection Load # 10 Load Combination D + 0.7*(Eh+Ev) 0 Deg Elev Dx Dy Dz Dres Limit Ratio Rresult ft ----- in in in in in 94.00 ------ 0.5065 ------- -0.0113 ------ 0.0000 ------ 0.5065 ------ 8.4812 ----- 0.06 ------- Pass 84.83 0.4356 -0.0112 0.0000 0.4356 7.6541 0.06 Pass 82.31 0.4161 -0.0111 0.0000 0.4161 7.4267 0.06 Pass 82.13 0.4146 -0.0111 0.0000 0.4146 7.4098 0.06 Pass 81.94 0.4132 -0.0111 0.0000 0.4132 7.3929 0.06 Pass 80.31 0.4006 -0.0110 0.0000 0.4006 7.2462 0.06 Pass 80.13 0.3992 -0.0110 0.0000 0.3992 7.2293 0.06 Pass 79.94 0.3977 -0.0110 0.0000 0.3977 7.2124 0.06 Pass 78.50 0.3866 -0.0110 0.0000 0.3866 7.0827 0.05 Pass 78.31 0.3852 -0.0110 0.0000 0.3852 7.0658 0.05 Pass 78.13 0.3837 -0.0110 0.0000 0.3837 7.0489 0.05 Pass 77.94 0.3823 -0.0109 0.0000 0.3823 7.0320 0.05 Pass 77.40 0.3781 -0.0109 0.0000 0.3781 6.9836 0.05 Pass 77.13 0.3760 -0.0109 0.0000 0.3760 6.9586 0.05 Pass 76.85 0.3739 -0.0109 0.0000 0.3739 6.9337 0.05 Pass 75.83 0.3661 -0.0108 0.0000 0.3661 6.8421 0.05 Pass 75.00 0.3597 -0.0107 0.0000 0.3597 6.7669 0.05 Pass 74.00 0.3520 -0.0106 0.0000 0.3520 6.6767 0.05 Pass 70.00 0.3215 -0.0101 0.0000 0.3215 6.3158 0.05 Pass 65.00 0.2840 -0.0095 0.0000 0.2840 5.8647 0.05 Pass 63.50 0.2730 -0.0093 0.0000 0.2730 5.7293 0.05 Pass 62.67 0.2669 -0.0092 0.0000 0.2669 5.6542 0.05 Pass 60.63 0.2522 -0.0089 0.0000 0.2522 5.4699 0.05 Pass 60.00 0.2477 -0.0088 0.0000 0.2477 5.4135 0.05 Pass 50.00 0.1790 -0.0075 0.0000 0.1790 4.5113 0.04 Pass 46.00 0.1534 -0.0070 0.0000 0.1534 4.1504 0.04 Pass 36.00 0.0961 -0.0054 0.0000 0.0961 3.2481 0.03 Pass 35.00 0.0910 -0.0053 0.0000 0.0910 3.1579 0.03 Pass 33.50 0.0836 -0.0050 0.0000 0.0836 3.0226 0.03 Pass 31.63 0.0747 -0.0047 0.0000 0.0747 2.8534 0.03 Pass 30.00 0.0673 -0.0045 0.0000 0.0673 2.7068 0.02 Pass 29.00 0.0629 -0.0044 0.0000 0.0629 2.6165 0.02 Pass 26.00 0.0502 -0.0041 0.0000 0.0502 2.3459 0.02 Pass 24.45 0.0439 -0.0039 0.0000 0.0439 2.2056 0.02 Pass 15.78 0.0172 -0.0024 0.0000 0.0172 1.4240 0.01 Pass 14.00 0.0135 -0.0022 0.0000 0.0135 1.2632 0.01 Pass 11.00 0.0082 -0.0017 0.0000 0.0082 0.9925 0.01 Pass 1.50 0.0001 -0.0001 0.0000 0.0001 0.1353 0.00 Pass file:///C:/Users/zeddiesdp.SPICERGROU P/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 30 of 38 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0C Pass Dres = Max Lateral Displacement: (Dx^2 + Dz^2) Ratio = Dres / Limit Structural Flange # 1: Elev 31.63 £t, Load # 8 Load Combination # 6, D+W 0 Deg Controlling: Bolt Tension, Bolt Preload, Bolt Shear, Flange Thk M = Moment on Flange = 544801.4 lb -ft V = Vertical Load on Flange (- is compression, + is tension) = -22151 lb S = Shear Load on Flange = 15127 lb Ds = Outer Diameter of Shell = 84.5000 in Dbc = Bolt Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnaivs... 5/16/2018 Stack Deflection Load # 11 Load Combination D+0.75*L+0.75*0.7*(Eh+Ev) 0 Deg Elev Dx Dy Dz Dres Limit Ratio Rresult ft ----- in in in in in 94.00 ------ 0.3798 ------- -0.0158 ------ 0.0000 ------ 0.3798 ------ 8.4812 ----- 0.04 ------- Pass 84.83 0.3267 -0.0157 0.0000 0.3267 7.6541 0.04 Pass 82.31 0.3121 -0.0156 0.0000 0.3121 7.4267 0.04 Pass 82.13 0.3110 -0.0156 0.0000 0.3110 7.4098 0.04 Pass 81.94 0.3099 -0.0156 0.0000 0.3099 7.3929 0.04 Pass 80.31 0.3005 -0.0156 0.0000 0.3005 7.2462 0.04 Pass 80.13 0.2994 -0.0156 0.0000 0.2994 7.2293 0.04 Pass 79.94 0.2983 -0.0156 0.0000 0.2983 7.2124 0.04 Pass 78.50 0.2900 -0.0155 0.0000 0.2900 7.0827 0.04 Pass 78.31 0.2889 -0.0155 0.0000 0.2889 7.0658 0.04 Pass 78.13 0.2878 -0.0155 0.0000 0.2878 7.0489 0.04 Pass 77.94 0.2867 -0.0155 0.0000 0.2867 7.0320 0.04 Pass 77.40 0.2836 -0.0154 0.0000 0.2836 6.9836 0.04 Pass 77.13 0.2820 -0.0154 0.0000 0.2820 6.9586 0.04 Pass 76.85 0.2804 -0.0154 0.0000 0.2804 6.9337 0.04 Pass 75.83 0.2745 -0.0153 0.0000 0.2745 6.8421 0.04 Pass 75.00 0.2697 -0.0152 0.0000 0.2697 6.7669 0.04 Pass 74.00 0.2640 -0.0151 0.0000 0.2640 6.6767 0.04 Pass 70.00 0.2411 -0.0143 0.0000 0.2411 6.3158 0.04 Pass 65.00 0.2130 -0.0133 0.0000 0.2130 5.8647 0.04 Pass 63.50 0.2047 -0.0129 0.0000 0.2047 5.7293 0.04 Pass 62.67 0.2002 -0.0127 0.0000 0.2002 5.6542 0.04 Pass 60.63 0.1891 -0.0123 0.0000 0.1891 5.4699 0.03 Pass 60.00 0.1858 -0.0122 0.0000 0.1858 5.4135 0.03 Pass 50.00 0.1342 -0.0103 0.0000 0.1342 4.5113 0.03 Pass 46.00 0.1151 -0.0095 0.0000 0.1151 4.1504 0.03 Pass 36.00 0.0721 -0.0072 0.0000 0.0721 3.2481 0.02 Pass 35.00 0.0683 -0.0070 0.0000 0.0683 3.1579 0.02 Pass 33.50 0.0627 -0.0067 0.0000 0.0627 3.0226 0.02 Pass 31.63 0.0560 -0.0062 0.0000 0.0560 2.8534 0.02 Pass 30.00 0.0505 -0.0059 0.0000 0.0505 2.7068 0.02 Pass 29.00 0.0472 -0.0058 0.0000 0.0472 2.6165 0.02 Pass 26.00 0.0376 -0.0053 0.0000 0.0376 2.3459 0.02 Pass 24.45 0.0329 -0.0051 0.0000 0.0329 2.2056 0.01 Pass 15.78 0.0129 -0.0031 0.0000 0.0129 1.4240 0.01 Pass 14.00 0.0101 -0.0028 0.0000 0.0101 1.2632 0.01 Pass 11.00 0.0062 -0.0022 0.0000 0.0062 0.9925 0.01 Pass 1.50 0.0000 -0.0001 0.0000 0.0000 0.1353 0.00 Pass 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 Pass Dres = Max Lateral Displacement: (Dx^2 + Dz^2) Ratio = Dres / Limit Structural Flange # 1: Elev 31.63 £t, Load # 8 Load Combination # 6, D+W 0 Deg Controlling: Bolt Tension, Bolt Preload, Bolt Shear, Flange Thk M = Moment on Flange = 544801.4 lb -ft V = Vertical Load on Flange (- is compression, + is tension) = -22151 lb S = Shear Load on Flange = 15127 lb Ds = Outer Diameter of Shell = 84.5000 in Dbc = Bolt Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnaivs... 5/16/2018 Page 31 of 38 Db = Nominal Bolt Diameter = 0.7500 in Nb = Number of Bolts = 36 Fu = Ultimate Bolt Tensile Stress = 120.00 ksi Ft = Allowable Bolt Tensile Stress: (ASD) 0.38*Fu = 45.60 ksi Fs = Allowable Bolt Shear Stress: (ASD) 0.20*Fu = 24.00 ksi Fp = Pre -Load s of Allowable Bolt = 75.00 % Eb = Modulus of Elasticity for Bolt = 29300.00 ksi Tb = Torque to produce bolt pretension = 160.5 lb -ft Fys = Yield Stress of Shell = 45.10 ksi Fw = Tensile Stress of Weld = 70.00 ksi Fyc = Yield Stress of Flange = 45.10 ksi Fbend = Allowable Weak Bending of Plate: 0.9*Fy = 40.59 ksi E = Modulus of Elasticity of Flange = 24200.00 ksi BOLT LOADING: Tc = P = Bolt Load due to Vertical and Moment: 4*M/(N*Dbc) + V/N = 7639 lb Ab = Nominal Area of Bolt = 0.44 sq in Km = Stiffness of Material = 25457822.91 lb/in Kb = Stiffness of Bolt = 6472171.74 lb/in CC = Ratio of Bolt Stiffness to Total Stiffness = 0.203 Fi = Bolt Initial Load(PreLoad) = 12843 lb Fmin = Min. Force to keep Flange in Compression = 6700 lb Fact = Actual force on bolt = 15109 lb Ratio = Enough Preload to keep Joint in Compression: Fmin / Fact = 0.44 Fb = Actual Resultant Bolt Tensile Load: Kb*P/(Kb+Km) +Fi = 14391 lb Fballow = Allowable Bolt Tensile Load (Pure Tension) = 20145 lb Fbcomb = Allowable Bolt Tensile Load (Tens & Shear) = 23843 lb Ratio = Fb / Fbcomb = 0.60 Sh = Shear on Bolt = 420 lb Sallow = Allowable Shear on Bolt = 10603 lb Ratio = Sh / Sallow = 0.04 Check Welding Iw = Bending Moment of Inertia for Weld = 83756.68 in^4 Jw = Polar Moment of Inertia for Weld = 167513.35 in^4 Aw = Area of Weld = 0.8861 = 93.84 sq in Fba = Weld Stress due to Axial & Bending = 3533.9 psi Sw = Allowable Weld Stress: 0.3*Fw = 21000.0 psi Ratio = Fba / Sw = 2.0000 = 0.17 Design Flange: NO GUSSETS Ln = Net Flange area at each bolt = 6.8044 in Lg = Gross Flange area for each bolt = 7.6794 in Delta = Ratio of net area(@bolt line) & gross area = 0.8861 A' = Distance from Flange OD to Bolt Hole Edge = 1.5625 in B = Distance from Bolt CL to Pipe OD = 1.7500 in A = Distance from Bolt CL to Flange OD = 2.0000 in B' = Distance from Pipe OD to edge of Bolt Hole = 1.3750 in Rho = Calculated Parameter = 0.88 Beta = Calulcated Parameter = 1.8603 Alpha' = Alpha where treq'd is minimum = 1 Tc = Required thickness to develop load w/no prying = 0.4926 in Alpha = Ratio mom@ BL to Mom @ stem line = 0 Q = Prying Force per bolt = 0 lb Treq'd = Required Flange Thickness = 0.3781 in Ratio = Tregd / Tf = 0.38 Structural Flange # 1: Elev 31.63 ft, Load # 9 Load Combination # 9, D+L+W 0 Deg Controlling: Weld Stress M = Moment on Flange = 544801.4 lb -ft V = Vertical Load on Flange (- is compression, + is tension) = -34437 lb S = Shear Load on Flange = 15127 lb Ds = Outer Diameter of Shell = 84.5000 in Dbc = Bolt Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in file:///C:/Users/zeddiesdp.SPICERG ROU P/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 32 of 38 Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in Db = Nominal Bolt Diameter = 0.7500 in Nb = Number of Bolts = 36 Fu = Ultimate Bolt Tensile Stress = 120.00 ksi Ft = Allowable Bolt Tensile Stress: (ASD) 0.38*Fu = 45.60 ksi Fs = Allowable Bolt Shear Stress: (ASD) 0.20*Fu = 24.00 ksi Fp = Pre -Load o of Allowable Bolt = 75.00 % Eb = Modulus of Elasticity for Bolt = 29300.00 ksi Tb = Torque to produce bolt pretension = 160.5 lb -ft Fys = Yield Stress of Shell = 45.10 ksi Fw = Tensile Stress of Weld = 70.00 ksi Fyc = Yield Stress of Flange = 45.10 ksi Fbend = Allowable Weak Bending of Plate: 0.9*Fy = 40.59 ksi E = Modulus of Elasticity of Flange = 24200.00 ksi BOLT LOADING: = 0 P = Bolt Load due to Vertical and Moment: 4*M/(N*Dbc) + VIN = 7298 lb Ab = Nominal Area of Bolt = 0.44 sq in Km = Stiffness of Material = 25457822.91 lb/in Kb = Stiffness of Bolt = 6472171.74 lb/in CC = Ratio of Bolt Stiffness to Total Stiffness = 0.203 Fi = Bolt Initial Load(PreLoad) = 12843 lb Fmin = Min. Force to keep Flange in Compression = 6401 lb Fact = Actual force on bolt = 15109 lb Ratio = Enough Preload to keep Joint in Compression: Fmin / Fact = 0.42 Fb = Actual Resultant Bolt Tensile Load: Kb*P/(Kb+Km) +Fi = 14322 lb Fballow = Allowable Bolt Tensile Load (Pure Tension) = 20145 lb Fbcomb = Allowable Bolt Tensile Load (Tens & Shear) = 23843 lb Ratio = Fb / Fbcomb = 0.60 Sh = Shear on Bolt = 420 lb Sallow = Allowable Shear on Bolt = 10603 lb Ratio = Sh / Sallow = 0.04 Check Welding Iw = Bending Moment of Inertia for Weld = 83756.68 in^4 JW = Polar Moment of Inertia for Weld = 167513.35 in^4 Aw = Area of Weld = 93.84 sq in Fba = Weld Stress due to Axial & Bending = 3664.8 psi Sw = Allowable Weld Stress: 0.3*Fw = 21000.0 psi Ratio = Fba / Sw = 0.17 Design Flange: NO GUSSETS Ln = Net Flange area at each bolt = 6.8044 in Lg = Gross Flange area for each bolt = 7.6794 in Delta = Ratio of net area(@bolt line) & gross area = 0.8861 A' = Distance from Flange. OD to Bolt Hole Edge = 1.5625 in B = Distance from Bolt CL to Pipe OD = 1.7500 in A = Distance from Bolt CL to Flange OD = 2.0000 in B' = Distance from Pipe OD to edge of Bolt Hole = 1.3750 in Rho = Calculated Parameter = 0.88 Beta = Calulcated Parameter = 2.0005 Alpha' = Alpha where treq'd is minimum = 1 Tc = Required thickness to develop load w/no prying = 0.4814 in Alpha = Ratio mom@ BL to Mom @ stem line = 0 Q = Prying Force per bolt = 0 lb Treq'd = Required Flange Thickness = 0.3695 in Ratio = Tregd / Tf = 0.37 Structural Flange # 2: Elev 60.63 ft, Load # 8 Load Combination # 8, D+W 0 Deg Controlling: Bolt Tension, Bolt Preload, Bolt Shear, Flange Thk M = Moment on Flange = 171101.9 lb -ft V = Vertical Load on Flange (- is compression, + is tension) = -13948 lb S = Shear Load on Flange = 9846 lb file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 33 of 38 Ds = Outer Diameter of Shell = 84.3750 in Dbc = Bolt Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in Db = Nominal Bolt Diameter = 0.7500 in Nb = Number of Bolts = 36 Fu = Ultimate Bolt Tensile Stress = 120.00 ksi Ft = Allowable Bolt Tensile Stress: (ASD) 0.38*Fu = 45.60 ksi Fs = Allowable Bolt Shear Stress: (ASD) 0.20*Fu = 24.00 ksi Fp = Pre -Load % of Allowable Bolt =75.00 % Eb = Modulus of Elasticity for Bolt = 29300.00 ksi Tb = Torque to produce bolt pretension = 160.5 lb -ft Fys = Yield Stress of Shell = 45.10 ksi Fw = Tensile Stress of Weld = 70.00 ksi Fyc = Yield Stress of Flange = 45.10 ksi Fbend = Allowable Weak Bending of Plate: 0.9*Fy = 40.59 ksi E = Modulus of Elasticity of Flange = 24200.00 ksi BOLT LOADING: P = Bolt Load due to Vertical and Moment: 4*M/(N*Dbc) + VIN = 2205 lb Ab = Nominal Area of Bolt = 0.44 sq in Km = Stiffness of Material = 25457822.91 lb/in Kb = Stiffness of Bolt = 6472171.74 lb/in CC = Ratio of Bolt Stiffness to Total Stiffness = 0.203 Fi = Bolt Initial Load(PreLoad) = 12843 lb Fmin = Min. Force to keep Flange in Compression = 1934 lb Fact = Actual force on bolt = 15109 lb Ratio = Enough Preload to keep Joint in Compression: Fmin / Fact = 0.13 Fb = Actual Resultant Bolt Tensile Load: Kb*P/(Kb+Km) +Fi = 13290 lb Fballow = Allowable Bolt Tensile Load (Pure Tension) = 20145 lb Fbcomb = Allowable Bolt Tensile Load (Tens & Shear) = 23851 lb Ratio = Fb / Fbcomb = 0.56 Sh = Shear on Bolt = 273 ib Sallow = Allowable Shear on Bolt = 10603 lb Ratio = Sh / Sallow = 0.03 Check Welding Iw = Bending Moment of Inertia for Weld = 83385.52 in^4 JW = Polar Moment of Inertia for Weld = 166771.05 in^4 Aw = Area of Weld = 93.70 sq in Fba = Weld Stress due to Axial & Bending = 1187.6 psi Sw = Allowable Weld Stress: 0.3*Fw = 21000.0 psi Ratio = Fba / Sw = 0.06 Design Flange: NO GUSSETS Ln = Net Flange area at each bolt = 6.8044 in Lg = Gross Flange area for each bolt = 7.6794 in Delta = Ratio of net area(@bolt line) & gross area = 0.8861 A' = Distance from Flange OD to Bolt Hole Edge = 1.5625 in B = Distance from Bolt CL to Pipe OD = 1.8125 in A = Distance from Bolt CL to Flange OD = 2.0000 in B' = Distance from Pipe OD to edge of Bolt Hole = 1.4375 in Rho = Calculated Parameter = 0.92 Beta = Calulcated Parameter = 8.8437 Alpha' = Alpha where treq'd is minimum = 1 Tc = Required thickness to develop load w/no prying = 0.2706 in Alpha = Ratio mom@ BL to Mom @ stem line = 0 Q = Prying Force per bolt = 0 lb Treq'd = Required Flange Thickness = 0.2077 in Ratio = Tregd / Tf = 0.21 Structural Flange # 2: Elev 60.63 ft, Load # 9 Load Combination # 9, D+L+W 0 Deg Controlling: Weld Stress M = Moment on Flange = 171101.9 lb -ft file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 34 of 38 V = Vertical Load on Flange (- is compression, + is tension) = -25287 lb S = Shear Load on Flange = 9846 lb Ds = Outer Diameter of Shell = 84.3750 in Dbc = Bolt Circle Diameter = 88.0000 in Do = Outside Diameter of Flange = 92.0000 in Tf = Thickness of Flange = 1.0000 in Tw = Fillet Weld Size = 0.2500 in Db = Nominal Bolt Diameter = 0.7500 in Nb = Number of Bolts = 36 Fu = Ultimate Bolt Tensile Stress = 120.00 ksi Ft = Allowable Bolt Tensile Stress: (ASD) 0.38*Fu = 45.60 ksi Fs = Allowable Bolt Shear Stress: (ASD) 0.20*Fu = 24.00 ksi Fp = Pre -Load % of Allowable Bolt = 75.00 % Eb = Modulus of Elasticity for Bolt = 29300.00 ksi Tb = Torque to produce bolt pretension = 160.5 lb -ft Fys = Yield Stress of Shell = 45.10 ksi Fw = Tensile Stress of Weld = 70.00 ksi Fyc = Yield Stress of Flange = 45.10 ksi Fbend = Allowable Weak Bending of Plate: 0.9*Fy = 40.59 ksi E = Modulus of Elasticity of Flange = 24200.00 ksi BOLT LOADING: Baseplate Analysis, Worst Case Load # 8 - D+W 0 Deg P = Bolt Load due to Vertical and Moment: 4*M/(N*Dbc) + V/N = 1890 lb Ab = Nominal Area of Bolt = 0.44 sq in Km = Stiffness of Material = 25457822.91 lb/in Kb = Stiffness of Bolt = 6472171.74 lb/in cc = Ratio of Bolt Stiffness to Total Stiffness = 0.203 Fi = Bolt Initial Load(PreLoad) = 12843 lb Fmin = Min. Force to keep Flange in Compression = 1658-1b Fact = Actual force on bolt = 15109 lb Ratio = Enough Preload to keep Joint in Compression: Fmin / Fact = 0.11 Fb = Actual Resultant Bolt Tensile Load: Kb*P/(Kb+Km) +Fi = 13226 lb Fballow = Allowable Bolt Tensile Load (Pure Tension) = 20145 lb Fbcomb = Allowable Bolt Tensile Load (Tens & Shear) = 23851 lb Ratio = Fb / Fbcomb = 0.55 Sh = Shear on Bolt = 273 lb Sallow = Allowable Shear on Bolt = 10603 lb Ratio = Sh / Sallow = 0.03 Check Welding Iw = Bending Moment of Inertia for Weld = 83385.52 in^4 Jw = Polar Moment of Inertia for Weld = 166771.05 in^4 Aw = Area of Weld = 93.70 sq in Fba = Weld Stress due to Axial & Bending = 1308.7 psi Sw = Allowable Weld Stress: 0.3*Fw = 21000.0 psi Ratio = Fba / Sw = 0.06 Design Flange: NO GUSSETS Ln = Net Flange area at each bolt = 6.8044 in Lg = Gross Flange area for each bolt = 7.6794 in Delta = Ratio of net area(@bolt line) & gross area = 0.8861 A' = Distance from Flange OD to Bolt Hole Edge = 1.5625 in B = Distance from Bolt CL to Pipe OD = 1.8125 in A = Distance from Bolt CL to Flange OD = 2.0000 in B' = Distance from Pipe OD to edge of Bolt Hole = 1.4375 in Rho = Calculated Parameter = 0.92 Beta = Calulcated Parameter = 10.4987 Alpha' = Alpha where treq'd is minimum = 1 Tc = Required thickness to develop load w/no prying = 0.2505 in Alpha = Ratio mom@ BL to Mom @ stem line = 0 Q = Prying Force per bolt = 0 lb Treq'd = Required Flange Thickness = 0.1923 in Ratio = Tregd / Tf = 0.19 Baseplate Analysis, Worst Case Load # 8 - D+W 0 Deg Based Upon 'Process Equipment Design' by Brownell & Young file:///C:/Users/zeddiesdp.SPICERGROU P/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 Page 35 of 38 The following components are Controlled by this Load Case: Bottom Plate, Bolt Spacing, Top Plate, Gusset, Shell, Bolts, Bearing, Weld M = Moment on Baseplate = 1104.86 k -ft V = Vertical Load on Baseplate (+ is compression / - is tension) = 39.84 Kip S = Shear Load on Baseplate = 19.41 Kip Ds = Outer Diameter of Stack at Base = 84.7500 in Di = Inside Diameter of Baseplate = 72.0000 in Dbc = Bolt Circle Diameter = 94.5000 in Do = Outside Diameter of Baseplate = 103.5000 in Tb = Thickness of Bottom Plate = 1.5000 in Tt = Thickness of Top Plate = 1.5000 in Pw = Plate Washer Width = 4.0000 in P1 = Plate Washer Length = 4.0000 in Pt = Plate Washer Thickness = 0.7500 in Pdh = Plate Washer Bolt Hole = 1.6250 in Fw = Fillet Welds = 0.2500 in Db = Nominal Bolt Diameter = 1.5000 in Dbh = Diameter of Bolt Hole = 2.0000 in Nb = Number of Bolts = 24 Fu = Ultimate Bolt Tensile Stress = 58000.0 psi Ften = Allowable Bolt Tensile Stress: (ASD) 0.33*Fu = 19.14 ksi CA = Corrosion Allowance for Bolts,Baseplate and Skirt = 0.0000 in Ec = Modulus of Elasticity of Concrete = 3000000.0 psi Fc = Allowable Compressive Stress of Concrete = 4000.0 psi Fy = Yield Stress of Baseplate Material = 45.10 ksi Es = Modulus of Elasticity of Baseplate = 24200.00 ksi Dens = Density of Baseplate = 490.0 lb/ft^3 u = Poisons Ratio for Baseplate Material = 0.3 Fys = Yield Stress of Shell Material = 45.10 ksi Fb = Allowable weak axis bending stress: 0.9*Fy = 40.59 ksi Fbs = Allowable strong axis bending stress: 0.6*Fy = 27.06 ksi Fb_shell = Allowable weak axis bending stress of Shell: 0.9*Fys = 40.59 ksi Ngus = Number of Gussets per Bolt = 1 hg = Height of Chair = 18.0000 in tg = Thickness of Gusset = 0.7500 in n = Es / Ec = 8.067 Ab = Root Area of Bolt less Corrosion = 1.29 sq in ttl = Nb * Ab / (3.14159 * Dbc) = 0.1046 in tt2 = tt3 - ttl = 15.6454 in tt3 = (Do - Di) / 2 = 15.7500 in Iteration k Cc Ct z j fc fs Ft Fc --------- ----- ----- ----- ----- ----- ksi ---- ksi Kip ----- ------ Kip 1 0.628 2.224 1.765 0.369 0.784 0.12 18.36 160.20 ------ 200.04 2 0.048 0.600 3.008 0.490 0.760 0.43 10.69 158.92 198.76 3 0.243 1.349 2.567 0.450 0.779 0.19 12.39 157.20 197.04 4 0.109 0.887 2.867 0.478 0.767 0.29 11.16 158.11 197.95 5 0.172 1.122 2.724 0.465 0.773 0.23 11.70 157.52 197.36 6 0.135 0.989 2.807 0.472 0.769 0.26 11.38 157.87 197.72 7 0.154 1.062 2.763 0.468 0.771 0.24 11.55 157.69 197.54 8 0.143 1.021 2.788 0.471 0.770 0.25 11.45 157.80 197.64 9 0.149 1.045 2.774 0.469 0.771 0.24 11.50 157.74 197.59 10 0.145 1.031 2.782 0.470 0.771 0.25 11.47 157.78 197.62 k = 1/(l+(fs/n*fc)) [Eqn 10.3] Ft=(OTM-V*z*Dbc)/(j*Dbc) [Eqn 10.24] fc = Fc/(tt2+n*ttl)*(Dbc/2)*Cc [Eqn 10.18] Fc = Ft + V [Eqn 10.27] fs = Ft/(ttl*(Dbc/2)*Ct) [Eqn 10.91 CONCRETE COMPRESSIVE STRESS: fcmax = fc*(2*k*Dbc+tt3)/(2*k*Dbc) [Eqn 10.301 = 378.5 psi Fc = Allowable Concrete Bearing Stress = 4000.0 psi file:///C:/Users/zeddiesdp.SPIC ERG ROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 36 of 38 Ratio = Unity Ration fcmax / Fc = 0.09 BOLT LOADING: Pbolt = Max Bolt Load - fs * Abolt = 14885 lb Pallow = Allowable Bolt Load - Abolt * Ften = 24767 lb Ratio = Unity Ratio Pbolt / Pallow = 0.60 BOTTOM PLATE: b = 3.14159 * Dbc / Nbolt = 12.3700 in L = Radial Dist from OD of shell to baseplate: (Do - Ds) / 2 = 9.3750 in lb = Ratio Used in Table 10.3: L / b = 0.7579 ccl = Value from Table 10.3 = 0.0672 cc2 = Value from Table 10.3 = 0.1973 Mx = ccl * fcmax * b^2 {Units Force*Length/Length] = 3.89 Kip My = cc2 * fcmax * L^2 {Units Force*Length/Length] = 6.56 Kip Mmax = Maximum of Mx or My {Units Force*Length/Length} = 6.56 Kip tb = Required Baseplate Thickness (6*Mmax/Fb)^.5+CA = 0.9850 in Ratio = Unity Ratio tb / Tb = 0.66 TOP PLATE: bl = b / 1 = 1.319 Gl = Value from Table 10.6 = 0,267 at = (Do - Dbc) / 2 = 6.0000 in E = Dist to Bolt ctr to Flat = 2.7183 in My = Moment on Baseplate per Eqn 10.40 = 0.28 k -ft tt = Reqd Top Plt Thk: (6*My/fb)^0.5+CA = 0.7039 in Ratio = Unity Ratio tt / Tt = 0.47 GUSSETS: tg = Reqd Gusset Thk: (1/Ngus)*Pbolt/(18000*L)+CA = 0.0882 in Ratio = Unity Ratio tg / Tg = 0.12 SHELL LOCAL STRESS: m = PI * Dbc / Nbolt = 12.3700 in Fb_shell = Allowable bending stress of shell = 40.59 ksi is = 1.76*(Pbolt*a/(m*hg*Fb shell))^0.6667 * [Ds/2]^0.333 = 0.2332 in Ts = Corroded Thickness of Skirt = 0.3750 in Ratio = Unity Ratio is / Is = 0.62 WELD STRESS: Aw = Weld Area: 0.707*m*2*Fw = 4.37 sq in fw = Weld Stress: Pbolt / Aw = 3.40 ksi Fw = Allowable Weld Stress: 0.3*70 Ksi [482 MPa] = 21.00 ksi Ratio = Unity Ratio fw / Fw = 0.16 ANCHOR BOLT SPACING: Angle = Angle between bolts: 360/Nbolt = 15.0 Deg Actual = Actual Spacing: 2*(Dbc/2)*Sin(Angle/2) / Db = 8.223x Bolt Dia Minimum = Minimum required spacing = 8.000x Bolt Dia Ratio = Minimum / Actual = 0.97 Static Summation of Forces Total sum of all loads acting on system, Shear = (Fx^2+Fz^2)^0.5 Ld Load Case Dir Fx Fy Fz Shear (P)=Primary, (C)=Combination -- Deg Kip Kip ------------------------------ --- ----- ------ Kip ---- Kip 1 (P)Dead 0 0.00 -39.84 0.00 ----- 0.00 2 (P)Live 0 0.00 -13.23 0.00 0.00 3 (P)Operating 0 0.00 0.00 0.00 0.00 4 (P)Thermal Hot 0 0.00 0.00 0.00 0.00 5 (P)Wind 0 19.41 0.00 0.00 19.41 6 (P)Seismic Hor 0 4.93 0.00 0.00 4.93 7 (P)Seismic Ver 0 0.00 -1.61 0.00 0.00 8 (C)D+W 0 Deg 0 19.41 -39.84 0.00 19.41 9 (C)D+L+W 0 Deg 0 19.41 -53.08 0.00 19.41 10 (C)D + 0.7*(Eh+Ev) 0 Deg 0 3.45 -40.97 0.00 3.45 11 (C)D+0.75*L+0.75*0.7*(Eh+Ev) 0 0 2.59 -50.61 0.00 2.59 12 (C)0.6*D+0.7*(Eh-Ev) 0 Deg 0 3.45 -22.78 0.00 3.45 ti le:///C:/Users/zeddiesdp.SPIC ERG ROU P/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 13 (C)D+O+P 0 Deg 0 0.00 -39.84 0.00 0.00 Page 37 of 38 Support Loading Notes These notes apply to the support loading data which follows 1) Joint = Joint Number, Load = Load Number, Type = P (Primary) or C (Combination) 2) Dir= Direction of Lateral Loads (Wind/Seismic/Vortex), 0 Deg=+X axis, 90 Deg=+Z Axis 3) Fx/Fy/Fz = Forces in X/Y/Z directions, Mx/My/Mz = Moments about X/Y/Z Axis 4) Y is the vertical direction, and + loads are acting up, and - is acting down. Detailed Support Loads: Fixed @ E1 0.0 ft Loads acting on the support points (+Y is Vertical and Upward) Ld Load Case Dir Fx Fy Fz Mx My Mz (P)=Primary,(C)=Combo Deg Kip Kip Kip k -ft k -ft k -ft ------------------------- --- ----- ------ ---- ---- ---- -------- 1 (P)Dead 0 0.00 -39.84 0.00 0.00 0.00 0.00 2 (P)Live 0 0.00 -13.23 0.00 0.00 0.00 0.00 3 (P)Operating 0 0.00 0.00 0.00 0.00 0.00 0.00 4 (P)Thermal Hot 0 0.00 0.00 0.00 0.00 0.00 0.00 5 (P)Wind 0 19.41 0.00 0.00 0.00 0.00 -1104.86 6 (P)Seismic Hor 0 4.93 0.00 0.00 0.00 0.00 -312.24 7 (P)Seismic Ver 0 0.00 -1.61 0.00 0.00 0.00 0.00 8 (C)D+W 0 Deg 0 19.41 -39.84 0.00 0.00 0.00 -1104.86 9 (C)D+L+W 0 Deg 0 19.41 -53.08 0.00 0.00 0.00 -1104.86 10 (C)D + 0.7*(Eh+Ev) 0 De 0 3.45 -40.97 0.00 0.00 0.00 -218.57 11 (C)D+0.75*L+0.75*0.7*(E 0 2.59 -50.61 0.00 0.00 0.00 -163.93 12 (C)0.6*D+0.7*(Eh-Ev) 0 0 3.45 -22.78 0.00 0.00 0.00 -218.57 13 (C)D+O+P 0 Deg 0 0.00 -39.84 0.00 0.00 0.00 0.00 Load Load Case Vertical Shear Moment (P)=Primary,(C)=Combo Kip Kip k -ft ----------------------------------- ----- ------- 1 (P)Dead -39.84 0.00 0.00 2 (P)Live -13.23 0.00 0.00 3 (P)Operating 0.00 0.00 0.00 4 (P)Thermal Hot 0.00 0.00 0.00 5 (P)Wind 0.00 19.41 1104.86 6 (P)Seismic Hor 0.00 4.93 312.24 7 (P)Seismic Ver -1.61 0.00 0.00 8 (C)D+W 0 Deg -39.84 19.41 1104.86 9 (C)D+L+W 0 Deg -53.08 19.41 1104.86 10 (C)D + 0.7*(Eh+Ev) 0 De -40.97 3.45 218.57 11 (C)D+0.75*L+0.75*0.7*(E -50.61 2.59 163.93 12 (C)0.6*D+0.7*(Eh-Ev) 0 -22.78 3.45 218.57 13 (C)D+O+P 0 Deg -39.84 0.00 0.00 These are the resultant forces and the shear and moment can occur in any direction Shear = Resultant Shear: (Fx^2 + Fz^2)^0.5 Moment = Resultant Mom: (Mx^2 + Mz^2)^0.5 Vertical load is the Fy force. Maximum Support Loads for All Load Combinations Maximum loading for each restraint, but loads may not necessarily occur at the same time Restraint Description Vertical Uplift Shear Moment Torsion Kip Kip Kip k -ft k -ft --------------------- -------- ------ ----- ------- ------- Fixed 53.08 0.00 19.41 1104.86 0.00 Vertical = Max downward acting Fy (Largest negative Fy value) Uplift = Max upward acting Fy (Largest postive Fy value) Shear = Resultant Shear: (Fx^2 + Fz^2)^0.5 Moment = Resultant Overturning Moment: (Mx^2 + Mz^2)^0.5 file:///C:/Users/zeddiesdp.SPICERGROUP/AppData/Roaming/MecaStack/SelectedAnalys... 5/16/2018 Page 38 of 38 Torsion = Maximum magnitude of My file:///C:/Users/zeddiesdp.SPICERG ROUP/AppData/Roam ing/MecaStack/SelectedAnalys... 5/16/2018 STRUCTURAL CALCULATIONS FOR O -I Corporation WHEAT RIDGE, CO SORBENT SILO STRUCTURAL ANALYSIS PREPARED FOR: Tri -Mer CORPORATION TRI -MER CORPORATION 1400 MONROE STREET OWOSSO, MICHIGAN 48867 SPICER GROUP 230 SOUTH WASHINGTON AVENUE SAGINAW, MICHIGAN 48607 Cny or WheatF i��ge CoMINUNm Ofl/EIOPMENT APPROVED May 17, 2018 Reviewed for Code Compliance �ORNDO Lz- ���� 11 Prepared By: vo ;�5. y a BL ""Daniel 51448 CAA -91PE- MPA ` oDaniel Zeddies, E.I.T. V*Ndw of pen" : 1rr Iifaa - of a w -,t a approval of plant spw/jconw. ��1 •• • •�� York Jr, P.E.� ''• el G� prlfw to ow amomw tJr to Vick" ar COft rbe prawdleas at tae all &vv FS'S�ONAE� codes ar ~ onwrowces of the txry slop apt be Ydid. Date: 2018.05.17 10:58:04 -04'00' SORBENT SILO STRUCTURAL ANALYSIS SECTION CONTENTS 1. Applied Load Summary................................................................... 3 2. Referenced Drawings...................................................................... 4 3. Analysis Methods............................................................................. 4 4. Results............................................................................................... 4 5. Appendices....................................................................................... 5 QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\DSI Silo\Design Report - Sorbent Silo REV.doc ■ Project: Tri -Mer Corporation Project No.: 125725SG2016 k Wheat Ridge By: DPZ Date: 5/17/18 group Subject: Sorbent Silo Structural Analysis Page: 3 of 5 1. APPLIED LOAD SUMMARY: Project Location: Wheat Ridge, CO Building Code: 2015 International Building Code (ASCE 7-10, Tables 11.6-1 and 11.6-2) WIND LOADS (Taken as Other Structures, Round Tank) Risk Occupancy Category: II 2.0 Basic Wind Speed: 115 MPH (ASCE 7-10, Fig. 26.5-1B) Exposure Category: C (ASCE 7-10, 29.3-1, Conservative) K�: 0.85 (Exposure C, 0-15 ft.) (ASCE 7-10, Eq. 12.8-2) 0.90 (15-20 ft.) 0.94 (20-25 ft.) (ASCE 7-10, Eq. 12.8-1) 0.98 (25-30 ft.) (ASCE 7-10,12.4.2.2) 1.04 (30-40 ft.) 1.09 (40-50 ft.) (ASCE 7-10, 15.7.5, Tanks & Vertical Vessels) 1.13 (50-60 ft.) 1.21 (60-70 ft.) Kms: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.95 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9. 1) Cf: 0.783 (ASCE 7-10, Table 29.5-1, Moder. Smooth) q�: 0.00256*Kz.K,.Kd.V2 (ASCE 7-10, Eq. 29.3-1) 27.3 to 37.6 psf Design Wind Pressure: qz.G*CfRAf (ASCE 7-10, Eq. 29.5-1) 18.2 to 25.0 psf EARTHQUAKE LOADS Site Class: D Seismic Design Category: D (ASCE 7-10, Tables 11.6-1 and 11.6-2) I: 1.0 (ASCE 7-10, Table 1.5-2) R: 2.0 (ASCE 7-10, Table 15.4-2) SDs: 0.201 (USGS Design Map, Attached) SDS: 0.095 (USGS Design Map, Attached) CS: SI)s R// (ASCE 7-10, Eq. 12.8-2) CS: 0.101 Base Shear: V=CSW (ASCE 7-10, Eq. 12.8-1) Vertical Seismic Effect, E,,: 0.2SDSW (ASCE 7-10,12.4.2.2) E,,: 0.04 Do: 1.0 (ASCE 7-10, 15.7.5, Tanks & Vertical Vessels) Q1Proj20l8\l25725SG20l8 - Tri -Mer Wheat Ridge\_Report\DSI Silo\Design Report - Sorbent Silo REV.doc ■ Project: Tri -Mer Corporation Project No.: 125725SG2016 Wheat Ridge By: DPZ Am Date: 5/17/18 group Subject: Sorbent Silo Structural Analysis Page: 4 of 5 Seismic Anchor Design: F=QoE OPERATING LOADS Weight of Baghouse: 775 lbs Unit Weight of Hydrated Lime: 35 pcf Internal Pressure: 9 psf 36 psf Ladder Loads 40 plf Total Weight of Silo and Contents: z 134,300 lbs. PLATFORM & HANDRAIL LOADS (ACI 318-11, D.3.3.4.3) (Unbalanced load from filling taken into account) (Negative pressure) (Positive pressure) (Full Silo with Hydrated Lime) Live Load: 60 psf (Applied to top of tank) Distributed Handrail Loads: 50 lbs/ft (Applied outward and downward, separately) Concentrated Handrail Loads: 200 lbs (Moving load; outward and downward, separately) 2. REFERENCED DRAWINGS: 28686-108 Assembly: Dry Sorbent Storage Silo 28686-801 thru 808 Details: Dry Sorbent Storage Silo 3. ANALYSIS METHODS Design Method: Allowable Strength Design (ASD) per AISC Design Code Reference: AISC 141 Edition Design/Analysis Software: RISA -313 Version 15.0.4 4. RESULTS ANALYSIS RESULTS Maximum Plate Stress in Sorbent Silo: 13,888 psi (Plate 2666, LC 11) Utilization Ratio: 0.614 <1.0 = OK Design Check of Sorbent Silo Members Maximum Utilization Ratio: 0.683 (L2.5x2.5x1/4, LC 14-1) <1.0 =0K QA\Proj2018\l25725SG2018 - Tri -Mer Wheat Ridge\_Report\DSI Silo\Design Report - Sorbent Silo REV.doc ■ Project: Tri -Mer Corporation Project No.: 125725SG2016 Wheat Ridge By: DPZ ■ Date: 5/17/18 group Subject: Sorbent Silo Structural Analysis Page: 5 of 5 5. APPENDICES 1. RISA Output — Isometric View — Rendered 2. RISA Output — Load Combinations 3. RISA Output — Member Utilization 4. RISA Output — Plate Stresses 5. Seismic Loading Information Q:\Proj2018\l25725SG2018 - Tri -Mer Wheat Ridge\_Report\DSI Silo\Design Report - Sorbent Silo REV.doc Y a Z -X Spicer Group DPZ 125725SG2018 Tri -Mer Sorbent Silo Sorbent Silo - Rendered SK -1 May 16, 2018 at 3:54 PM Sorbent Silo.r3d Load Combinations Company Designer Spicer Group May 16, 2018 3:55 PM A 11IRMA Job Number 125 125725SG2018 Checked By: .B.Fa... B... Fa... B... Fa... B-... Fa.B.. Fa- ,_ B...Fa... B._._Fa.- Fa. - Model Name Tri -Mer Sorbent Silo Load Combinations Y- 10 - 0.6DL + 0.7Ex 0.7Ey- Full nFa... tPY..,_ R.. B�..F1... 2 BLC Fa... B... .B.Fa... B... Fa... B... Fa... B-... Fa.B.. Fa- ,_ B...Fa... B._._Fa.- Fa. - 11 --------DL + LL Only Yes 1 6 Y 1 I 12 DL + Handrail X Yes Y -1 1 � 1 2 DL + 0.6Wx - Em t�Y Yes Y 1 1 3 .6 1.9 DL + 0.7Ez + 0.7Ey - Empty Yes 3 DL + 0.7Ex + 0.7Ey -Empty Yes Y 1 1 4 .7 17 .7 4 0.6DL + 0.6Wx - Em Yes Y 1 1 1 .6 3 1 .6 1 11 2 11 _ 5 0.6DL + 0.7Ex - 0.7Ey - Empty Yes Y 22 1 .6 4 7 17 -.7 6 DL + Full Tank Yes Y 1 1 2 1 .6 _ 7 _ DL + 0.6Wx - Full Yes Y 1 1 1 2 1 3 .6 19 8 DL + 0.7Ex + 0.7Ey - Full lYesl Y I 1 1 1 1 1 2 1 i- 4 .71 5 .7 17 .7 18 7 Y- 10 - 0.6DL + 0.7Ex 0.7Ey- Full Yes Y � 1 6 2 6 4 .7 51.711171-77-F178--.71 1 11 --------DL + LL Yes Y 1 6 Y 1 1 101 12 DL + Handrail X Yes Y -1 1 � 1 7 1 Y 1 1 lilli 1.9 DL + 0.7Ez + 0.7Ey - Empty Yes Y _ 1 1 14 DL + Pt Load X lYes Y 1 1 1 1 M1 1 1 M3 1 1 ti I 111 + Pt I nori V YPS V 1 1 M7 1 M4 1 16 DL +(+) Pressure --jYesj Y 11 1 1 9 1 1 -rte j 17 DL + (-) Pressure Yes Y i 1 1 1 101 1 18 DL + Unbalanced Y 1 1 lilli 1.9 DL + 0.7Ez + 0.7Ey - Empty Yes Y _ 1 1 ' 12 .7 17 .7 20 0.6DL + 0.7Ez - 0.7Ey - Empty 21 DL + 0.7Ez + 0.7E - Full Yes Y 1 1 2 11 12' .7 14 .7 17 .7 18 .7 22 1 0.6DL + 0.7Ez - 0.7Ey - Full lYesl Y I 1 1 1 .6 1 2 1.6 1121 .7 1141 .7 171-.7 18'. -.7 23 DL + 0.6Wz - Emptv Yes', Y 1 1 15 .6 24 1 0.6DL + 151.6 Yes 00.6Wz y 1 1 2 1 '15 .6 - 26 -Full Yes Y 06DL+ 1 .6 2 .6 15 .6 27 DL + 0.7Ez + 0.7Ey - Empty (-) ,Yes, Y 1 1 16 .7 17 .7 28 0.6DL + 0.7Ez - 0.7Ey - Empty .. Yes Y 1 .6 16 .7 17 -.7 _ _ 1 29 DL + 0.7Ez + 0.7Ey - Full (-) Yes Y 1 1 ` 16 I .7 1141 .7 2 1 17 .7 18 .7 30 0.6DL + 0.7Ez - 0.7Ey - Full Yesl Y I ( 1 1 .6 1 161 .7 1141 .7 2 1 .6 178-.7 1 1 1 1 1� UO U.:7tJL T CL- Cy- r-UII t-) .. _T__-_ I .Z1 IU 1 14 1 L .0 It -1 10 -1 RISA -3D Version 15.0.4 [QA ... \...\_Design\DSI Silo\Sorbent Silo.r3d] Page 1 Envelope AISC 14th(360-10): ASD Steel Code Checks 1 Company Designer Spicer Group May 16, 2018 3:56 PM IIIRISA Job Number 125 125725SG2018 Checked By: Mnzz/o... Cb 1.688 1.5... Model Name Tri -Mer Sorbent Silo Envelope AISC 14th(360-10): ASD Steel Code Checks 1 Member M273A Shape L2.5x2.5x4.683 Code Check Loc[ft] 0 LC_ Shear ... Loc ftjDir LC Pnc/om ...Pnt/om-..Mnyy/o... 14-1 .100 ,2.012 y 14-1 18.493 25.653 .741 Mnzz/o... Cb 1.688 1.5... Eqn H2-1 2 M268C L2.5x2.5x4 T .561 0 14-1 .089 0 z 14-1 10.31 25.653 .741 1.552 11.2... I H2-1 3 4 M267C M266A L2.5x2.5x4 L2.5x2.5x4 1 .546 .474 3.942114-1 1 0 14-29 .093 .066 1 411 z 14-1 -2 -.O -1-2 7Z )4-118.493 15.449 25.653 125.653 .741 .741 1 1.629 1.2... 1 1-.6--88-Til-.5 ... H2-1 H2-1 5 M220 L3x3x4 I .413 .981 8 I .035 0 z _10 30.387 31.042 1.123 2.499 1.2... H2-1 6 M269A L2.5x2.5x4 1 .381 LO 1 11 1 .034 1 0 1 v-[ 11 118.493 25.653 .741 1.688 2.7. .816 7 M271 A L2.5x2.5x4 .373 0 11 .032 11 0 z 11 18.493 25.653 .741 1.688 2.5... H2-1 8 M266C L2.5x2.5x4 1 .370 1 0 14-10 .047 11 -3371y 14 -.J16.542 25.653 25.653 .741 XH72. -2-17 9 M271 C L2.5x2.5x4 .349 0 14-1 .064 0 z 14-1 10.31 25.653 .741 1 1.52 '1.1... H2-1 10 M269C L2.5x2.5x4 1 ,337 1 Q 14-12] .061 1.372 Z 14-.. 21.553 25.653 .741 1.688 2.4... H2-1 11 M295A W8x31 .335 9.9691 29 158__ 9.052 z 29 199.786' 273.353 35.124 75.767 1.8 ... H1 -1b _ 12 M270C L2.5x2.5x4 .333 3.942 14-1 1 089 .411 Z 14-1 15.449 25.6531 .741 T-1.65-6 1.39 H2-1 13_ M267A L2.5x2.5x4 .318 0 14-27 .038_ 0 14-...18.493 35.124 25.653_ .741 1.688 21... H2-1 14 M232 W8x31 312 9.969[26- 2.31 _ z 14-. 14.688 1.1 l--.15918.0211 8.021 z 129 199.786 273.35335.124 37 75.767 2.14 H 1-1 b 15 M258C C4x6.25 .305 0 14-1 .296. 1.833 Z 14-1 20.479 38.1561 .816 1 4.365 2.3... H1 -1b 16 M282B W8x31 .296 9.969 29 .111 8.021 Z 29 199.786 273.353 35.124 175.767 12.8... I Hl - 17 M256B W8x31 .292 9.969' 29 .116 8.021 z 29 199.786 273.353 35.124 75.767 '3.2... H1 -1b ' 18 _M215 L3x3x4 .284 1 0 18 1 030 I 0 I z 1 8 1 30.39 131.042 1 1.123 2.499 1.18 H2-1 19 M221 L3x3x4 .282 0 8 .025 i.981 z 25 30.387 31.042 1.123 2.499 1.3... H2-1 20 M332_ L2.5x2.5x4 .272 T.g81 15-1 .025 .981 15-1 24.86 25.653 .741 1688 1.6... H2-1 21 22 M212 4333 L3x3x4 L2.5x2.5x4 .267 261 .981 0 8.038 14-1 1 084 1 0 z 29 0 y 15-3 30.387 24 86 31.042 25 653 1.123 741 2.499 '1.0... 1 688 11 o 1 H2-1 H2-1 23 1 M227 L3x3x4 .260 0 8 .033 0 8 30.389 31.042 1.123 2.499 '1.2... H2-1 24 1 M245 I W8x31 .259 19.9691 8 .113 8.021 z L29 199.786 273.353 35.124 75.767 1.2... H_1_-1 b 25 M199 L3x3x4 .258 0 25 1 .038 1 0 z 8 30.387'31.0421 1.123 1 2.499 1.0... H2-1 26 M334 L2.5x2.5x4 .253 0 14-1 .068 0 v 15-4124:863 25.653 .741 1.688 1.0... H2-1 27 M261 C C4x6.25 _ .252 4.13 14-11 .013 2.065 Z 14-1 19.652 38.156 .816 4.365 '1.5 . H1 -1b 28 M213 L3x3x4 1 .251 1 0 29 .036 .981 z 10 30.387 131.042 1.123 2.49, 1 29 M204 L3x3x4 14-zo .051 29 .035 25.653 .741 1,123 ' 2.499 1.1... H2-1 30 M214 � L3x3x4 _247 98 8 .032 9 8 z 8 30.389.31.0421 31.042 1.123 2.499 1.231 H2-1 _ 31 M272C L2.5x2.5x4 .247 1.347114-101 14-12 .049 1.372 Z 14-...21.553_.25.653 v 15- _7d RF7 .741 1.688 1.7... H2-1 32 M209 L3x3x4 _ .247 1 0 1 29 :1 8 130.388i3l.042 1.123 2.499 1.31 H2-1 33 M208 L3x3x4 .243 .981 29 ` .027 .981 z 10 30.388 31.04211 1.123 2.499 1.3... H2-1_ 34 M308A W8x31 1 .243 110.0831 25 1 .118 18.0211 z 129 1 199.786 , 273.353 35.124 7-5-76 7 1.6... H 1-1 a 3. 5 M260C C4x6.25 241 4.62 14-11 $g �-� 104 059 2.31 _ z 14-. 14.688 1.1 16.635 38.156 25.229 132.335 16 8624 99 H 1-_1 b 37 M269 W8x31 239 10.00 .117 8.028 199.786 273.353 '� 35 75 1 2 75.767 H1 -1a 38 M275C i L2.5x2.5x4 1 239 11.347114-10 .049 1.372 v 14-.. 21.553 25.653 .741 i 1.688 H2-1 39 M356 L2.5x2.5x4 .238 .981 14-29 .060 .981 y 15-... 24.86 125.653 .741 1.688 ,1.08 H2-1 _40M 30. __' x0. 5 .229 14.6881 11 65 .0 4792 Y111_25.229 32.335 .168 F 3.99 H1- 1 1b .024 M357 L2.5x2.5x4 .223 0_114-291 51 .074._' 0 z 14-... 24.86 25.653' .741 1.688 1.0... H2-1 _41 42 M335 L2.5x2.5x4 1, ,221 0 14-1 .073 1 .98��5-a 24.862 25.653 _ .741 1.688 1.o..] H2-1 43 M355 L2.5x2.5x4 _ .216 .979 14-29 .055 .979 15-..,.24.863 25.653 .741 1.688 11.01 H2-1 44 M207 L3x3x4 .207 0 29 .030 0 z 29 30.39 31.042 1.123 2.499 J1 2..�2-1 .741 45 46 M21 0 M339 L3x3x4 L2 5x2.5x4 .204 203 � .133 1498 .064 1.979 z 29 30.39 y 115 $ 24 863 31.042 25.653 �_979 1.1 1 741 2.499 1 3 1.688 1.2... H2-1 H2-1 47 M351 L2.5x2.5x4 .201 .378 14-zo .051 .98 15-...24.862 25.653 .741 11.688 1 0=" 48 _ M354 L2.5x2.5xa ;_ __ .200 x.439 14-23 .056 0 Y 15- 24.862 25.653 741 1.688 1 0... H2-1 _ AQ M4dI L2.5x2.5x4 9M 71A 14-12 nc,R OR v 15- _7d RF7 9r, FRZ 1 7e1 1 goo 1 1 u,) 1 50 M206 L3x3x4 1 .200 1 .98 1 29 .024 .98 z F29 130.389 31.042 1.1232 499 1.1...H2-1 51 M338 L2.5x2.5x4 1 .198 122 14-7 066.1 0 15-8 24.86225.653 741 1.688 1.2... H2-1 52 M347 L2.5x2.5x4 .198 296 14-16 979 y 15- 24.863 25.653 .741 �� 1.688 1.1... H2-1 _ 53 M211 L3x3x4 .196 0 29 022 0 z 8 30.389 31.042 1.123 2.499 11.17 H2-1__ 54 M346 L2.5x2.5x4 .193 .276 14-151 .062 0 y 15-.� 24.862125.653 .741 1.688 1.1... H2-1 55 M336 L25x25x4 .193 .082 ' 14-5__ .096 0 Z 14-1 24.859 25.653 741 1 1.1... H2-1___ 55 M202 L3x3x4 .192 .979 10 .017 0 z 10 30.39 131.042 1.123 _688 _ 2.499 1.1... H2-1 RISA -3D Version 15.0.4 [QA ... \...\_Design\DSI Silo\Sorbent Silo.r3d] Page 2 Envelope A/SC 14th(360-10): ASD Steel Code Checks (Continued Memberape 57 M205 Company Designer Spicer Group May 16, 2018 3:56 PM IIIRISA Job Number 125 125725SG2018 Checked By: 58 M358 Model Name Tri -Mer Sorbent Silo Envelope A/SC 14th(360-10): ASD Steel Code Checks (Continued Memberape 57 M205 Code Check Loc ft] _ LC L3x3x4 .191 0 1 10 Shear ... .036 Loc[ft]Dir LC PnGom.,rPnt/om ..AAn /o._. .981 z 29 30.387. 31.042 1.123 Cb _Mnzz/o... 2.4991.1... Eon H2H2-1 58 M358 L2.5x2.5x4 .191 1 0 14-29 .063 0 Z114-124.863125.653 .741 1.688 11.1... I H2-1 59 M350 L2.5x2.5x4 1 .188 .357 114-19 .060 1 0 v 15-...24.863 25.653 .741 1.688 1.1... H2-1 61 M198 L3x3x4 1 .185 .981 25 .024 0 z 25 30.387 31.042 1.123 2.499 1.6... H2-1 62 M342 L2.5x2.5x4 1 .184 1.194 14-11 .057 1 0 1 y 15-•_ 24.863 25 653 741 1 1.688 1.2... H2-1 63 M226 L3x3x464 - •183 .979 .020 0 Y 29 30.39 31.042 1.123 91.17 H2-1 .053 M222 L3x3x4 i. ._•182 .98 25 [ .02 0 10 30.389. 31.042 1.123 2.49 65 M337 L2.5x2.5x4 . 181 981 14-7 _074. 0 15-7 24_859 25.653 .741 .1.688 1.1... H2-1 66 M345 L2.5x2.5x4 181 0 15-15 062 0 y 114- •a 24.859 25 653 741 1 688 1.69 r H2-1 67 M344 L2.5x2.5x4 .179 .981 15-12 .056 .981 v 15-...24.859 25.653 .741 1 1.688 1.4... H2-1 69 M340 L2.5x2.5x4 .176 .981 15-8 .067 .981 v 15-9 24.86 25.653 .741 1.688 1.4... H2-1 70 M341 L2.5x2.5x4 .172 Q 15-11 .060 0 14 24.86 25.653 .741 1 1.688 11.7••• I H2-1 71 M348 L2.5x2.5x4.172 .027 .981 15-16 .053 .317 z 14-• • 24.86 .25.653 I .741 1.688 1.4... H2-1 72 M349 L2.5x2.5x4 .171 0 15-19 .065 1 O y 15-.• 24.86 25.653 741 1 688 1.7... H2-1 73 M360 L2.5x2.5x4 .169 .981 15-28 .055 .981 y 15-•••24.859 12 T 25.653 .741 1.688 1.7 ... H2-1 74 M352 L2.5x2.5x4 .167 .399 14-21 .056 .981 15-•• 24.859 25.653 .741 1.688 11.0 ... H2-1 ' 75 M353 L2.5x2.5x4 .164 0 115-23 .081 I 0 z 14-...24.859 25.653 741 1 6RR 1.6... H2-1 77 M328 L2.5x2.5x4 .163. 0 12 .049 0 z 14 24.86 25.6531 .741 1.688 11-2 ... H2-1 78 M327 L2.5x2.5x4 .163 .981 14-29 .041 .981 v 14-•• 24.86 25.653 .741 1.688 1.3... H2-1 79 M216 L3x3x4 .159 .981 8 .027 0 y 8 30.388 31.042 i 1.123 2.499 2.0... H2-1 80 M218-1 L3x3x4 .153 979 8 .025 .979 z 8 30.39 31.042 1.123 2 499 1.3... H2-1 81 M259C C4x6.25 .152 5.28514-12 M229 052 4.515 14-...12.891 1 0 1 38.156 .816 4.365 '1.7... H1-1 b 12 T M274C L2.5x2.5x4 11.7... 1 �i1 n 14- 7 I n 17 T14-1 1 n 'A1 9-r, 1953 I 7d1 F 1 ARA 11 2 u7A 83 1 M247E HSS5xWx .150 2.17 8 .074 15.984 v 8 34.8 61.701 i 4 017 1 7 736 11.5... H1 -1h 85 M359 L2.5x2.5x4 .141 .531 14-28 .051 .98 v 15-.24.862 25.653 .741 1 1.688 !1.1... H2-1 86 1 M321A IHSS3x3x6l .141 1.94818 1 114 5979 z 29 61.006 93.377 7.46 7.46 2.2 ... H1 -1b`° 87 M273C L2.5x2.5x4 .141 3.942 14-1 .084'3.121 H2-1 V 14-1 15.449 125.653 .741 1.688 1.6... H2-1 88 M307 L2.5x2.5x4 .140 L982 1 12 1 .058 .982 14-6124.858 .032 25.653 .741 1.6881.2••• .741 H2-1 _ 89 M263C L2.5x2.5x4 .140 0 114-5 1.982 1 12 .071 0 v14-1 16.542 25.653 .741 1.688 2.3... H2-1 90 M229 L3x3x4 T .138 1 0 1 29 .040 1 0 1 y 129 130.388 131.042 1.123 2.499 11.7... H2-1 91 M291 L2.5x2.5x4 .136 0 11 .024 0 z 14-..-24.859 25.653 .741 1.688 1.4... H2-1 92__I_ M272A_ L2.5x2.5x4 1 .136 13.167115-4 I .022 2.012Ly 14-aj 18.493 125.653 .741 1.688 1.4 .. H2-1 93 M298 L2.5x2.5x4 .135_ .981 14-29 .040 0 z 14-.- 24.86 25.653' .741 1 1.688 1.1 ... H2-1 94 M331 L2.5x2.5x4 .135 982 12 .036 0 [.y-1 1224.858 25.653_ _ .741 1.688. 1.22 H2-1 95 M299 L2.5x2.5x4I .134 0 I 12 .032 0 z 14-... 24.86. 25.653 .741 1.688 1.3... H2-1 96 M278 L2.5x2.5x4 .134 1.982 1 12 .047 1.982 12 y 12 124.858 F25.653.741 112 1 -1.688 1.1..• H2-1 97 M219 L3x3x4 .131 .98 8 .034 0 z 8 30.389 31.042 1.123 2.499 2.2... H2-1 98 _. M228_ __t _L3x3x4_.1_30 _ .981 25 .025 .981 _ y 25 30.388 31.042 1.12 L3 2.49.9 '1.3... H2-1 99 M268A L2.5x2.5x4 , .127 .858 L2.5x2.5x4T 20 2.012 V 1 .017 15.2411 y 114-11110.467 25.653 1 00 M320B HSSUMF- .126 1 9691258 111 .8 13 5.979 z 29.68.006 .104 93.377 7.46 t688 7.46 • ; 2.0,• H1 -1b* 101 M304 L2.5x2.5x4 25.653 0 12 0 112 M283A L2 5x2.5x4 1 .104 0 � 102 M265C _l L2.5x2.5x4 .124 124 _ 0 14 12 :046 024 1.337 �14-1 z 14-..�, 6 542125.6-573---.7-41-71-.688 M201 L3x3x4 12.7•• H2-1 103 M290 L2.5x2.5x4 .120 .98 11 .028 0 z 14- • 24.862:25.653 1 .741 1 6819 1.4... H2-1 105_ M326_ L2.5x2.5x4 .11 g 1 a-29 .979 14-._. 24.863 ' 25.653 .741 1.688 1.1... H2-1 979 029 106 M275A L2.5x2.5x4 117 0 12 ? 035 1 0 z 14-1 4.86 25.653 .741 1.688 1.3••• H2-1 _ 107 M223 L3x3x4 .116 0 10 .020 .979 v 29 30.39 31.042 1.123 1 2-499 1.0... H2-1 1081 M282A I L2.5x2.5x4 .114 1.9811 11 .0221 O 1 zj14-41 24.86 125.6531 .741 1 1.688 1.51 H2-1 109 i M302 L2.5x2.5x4 .107 .982 12 .030 0 v 12 24.858 125.653 .741 1.688 11.21 H2-1 1101 M279B I L2.5x2.5x4T .1061.856 11 1 .017 15.2411 y 114-11110.467 25.653 1 .741 1.533 1.1 .. H2-1 111 M264C L2.5x2.5x4 .104 0. 12 .033 '2.521 z 14-1 16.542 25.653 741 1.688 i3.4... H2-1 112 M283A L2 5x2.5x4 1 .104 0 � 11 .026 0 z 114-• � 24.86 25 653 ! 741 1 688 1.4••• H2-1 113 M201 L3x3x4 .103 .979 ,- _29 .021 0 z 29 _30.39 31.042 1.123 12.499 ,1.36' H2-1 RISA -3D Version 15.0.4 [Q:\...\...\ Design\DSI Silo\Sorbent Silo.r3d] Page 3 Envelope RISC 14th(360-10): ASD Steel Code Checks (Continued 14 -Member Company Designer Spicer Group May 16, 2018 PM IIIRISAModel Job Number 125 Checks6 125725SG2018 Checked By: Shear, Name Tri -Mer Sorbent Silo Envelope RISC 14th(360-10): ASD Steel Code Checks (Continued 14 -Member M329 L2.5x2.5x4 Code Loc[ft]8 14-29 Shear, Locfft_ Dir LC Pnc/om ...Pnt/om . _ .Mn /o... Mnzz/o... Cb E n 1 10... IHSSape O�Check M311 L2.5x2.5x4 .089 .979 v 29 92.603 93 377 7 46 7 46 1.1 ... H1 -1b 115 M282 HSS3x3x6 .095 .981 29 .013 0 v 8__.,._92.6 93.377 7.46 7.46 1.0... H1 -1b 116_ M283 HSS3x3x6 .094 0 29 .008 1.981 y 10 92.6_ 93.377 T 7.46 7.4610•�• 24.859 H1 -1b 117 M308 L2.5x2.5x4 .092 0 1.4-1 .041 1 0 V 14-5 24.86 25.653 .741 1.688 1.0... H2-1 119 M329 L2.5x2.5x4 ,089 0 14-29 .059 0 12 24.863 25.653 .741 1.688 10... H2-1 120 1 M311 L2.5x2.5x4 .089 ,981 14 12 .037 .981 V 14•• 24.86 125.653 741 1.688 1.3... H2-1 121_ M270A L2.5x2.5x4 .088 3.167' 15-15 .019 '2.012 z 14-...18.493 25.653 .741 1.688 2.5 H2-1 122 M320 I L2.5x2.5x4 .084 0 14-16 .035 0 V 14-•• 24.859 25.653 ; .74-1T1.688 741 1.29 H2-1 123 M280 HSS3x3x6 .081 0 8 .019 .98 8 92.602'93 377 7.46 7.46 2.1-. H1 -1b 124 M312 L2.5x2.5x4 080 0 14-5 .031 0 v_ 149 24 86 25 653 741 1 688. 1.0... _ H2-1 125 M281 HSS3x3x6' .078 .979 29 .018 __0 v 29 92.603 93_377 7.46._ 7,46 1.2- � H1 -1b 1261 M287 L2.5x2.5x4 .078 0 14-12 .034 0 y 14-•- 24 859 25.653 41 1 688 11 .-I H2-1 127 M294 L2.5x2.5x4 .077 .982 14-29 .031 .982 V 14-...2!4,858 2�- _ 25.653 741 1.688 25.653.7�T1.688 H2-1 128_ M316 L2.5x2.5x4 .__ :077 0 14-12 .041 0 v 14-•• 24.859 25.653 .741 _14 11.2 ... H2-1 129 M323 L2.5x2.5x4 077 982 14-2a ! 039 .982 14••- 24.858 .25.653 .741 1.688 12- H2_-1 UO M315 L2.5x2.5x4 •Q77 981 14-15 .041 .981 14-•- 24.859 25.653 741 1.688 112••• _ H2-1 131 M224 L3x3x4 .076 0 _ 8 014 0 29 30.388 31.642_ 1.123 2.499 1.17 H2-1 132 M325 L2.5x2.5x4 074 .98 14-29 .022 0 y 14--• 24.862 25_653 � .741 1.688 1.0--� H2-1 133 M279A L2.5x2.5x4 .074 0 14-1 .033 0 V 14-5 24.86 25.653 .741 1.688 1.4.. H2-1 134 M330 FL2.5x2.5x4 .074 ___ .98 12 .053 0 12 24.862_[25.6531 .741 1.688 1.4••• H2-1 135 M319 2.5x4 .073 53 .741 136 7M280B 3" xx1/4" .072 1.167 15-12 •059 1.1167 V 14-..:2.7482 16.668 084 1 O88 1.42 HI -1 b"' 137 M277 L2.5x2.5x4 .072 0_ 11 042 11 .98 12 24.862 25.653 .741 1.688 1.4. H2-1 1381 139 M276A M286A L2.5x2.5x4 L2.5x2.5x4071 .071 .979 .981 11 1415', .044 .032 .979T .981 .� 12 24.863125.653 14-..:24.859 25.653 .741 .741 1.688 1.688 11.0... 11.. H2-1 H2-1 1401 M305 I L2.5x2.5x4 .070 0 12 .052.979 12 24.863 25.653 .741 1.688 2.1 •• H2-1 141 M309 L2.5x2.5x4 .066 0 14-1 .021 0 14-a 24.862 25.653 741 1.688_ 10- - H2-1 1421 M258 HSS5x2x3 .064 0 29 102 6052 29 30.514 61.701 4.017 7.736 _2.8.,- H1-1 b_ 143 M306 L2.5x2.5x4 .064 .98 12 .050 .98 y 12 24.862 25.653 .741 1.688 1.4... H2-1 144 1 M257B IHSS5x2x3 .063 1-7 1 29 1 .101 1.9481 v 129 1 30.514 161.701 1 4.017: 7 736 2.8-.. H1 -1b 145. M300 L2.5x2.5x4 .063 0 I 12 .048 1 0 v 12 24.863 25.653 I .741 1.688 '2.1...' H2-1 147 M301 L2.5x2.5x4 .060 .98 12 .042 0 v 12 .24.862 25.653 741 1 6RR 1.43 H9-1 149_ M317 L2.5x2.5x4 .058 0 1415 .021 ' 0 14-...24.862 12... H2-1 25.653 .741 1 1.688 ,1.1.. H2-1 150 M297 L2.5x2.5x4 .057 979 14-29 .022 .979 y 14-- 24.863 125.653 .741 1.688 13••. H2-1 98 y 14-.- 24 862 L2.5x2.5x4 .057 .153 14-12 .021 98 14-..-24.862 0 25.653 .741 1.688 11••. H2-1 151 M313 L2.5x2.5x4 057 979 14-12 022 .979 y 14.. 24.863 25653 741 1 688 1.3... H2-1 153 M318 L2.5x2.5x4 l .055 0 114-16 .022 I 0 y 14-...24.863 0 25.653 .741 1.688 11... H2-1 154 1 M293 I L2.5x2.5x4 053 011 7 0 017 .98 y 14-- 24.862 25.653.741 741 1 688 1.1... H2-1 155 M292 L2.5x2.5x4 .053 .979 11 .017 0 ' z 14-..24.863 25.653 1 74111 RRR 12.2... H2-1 157 _158 M288 M322 L2.5x2.5x4 .051 0 _11 L2.5x2.5x4 J 051 .98 14-20 .021 .023 0 .98 14- 24.862 FU --124.862 25.653 -25.653 .741 .741 1.688 1.688 12... H2-1 X1.1... H2�1 159 M289 L2.5x2.5x4 049 _ 0 11 .020 0 14- • 24.863 25 653 .741 1.68812.2- H2-1 160 M296 L2.5x2.5x4 047 0 14-29 .021 98 y 14-.- 24 862 25 653 ! ---Fl-.6-8-8-Fl 741 1 688 1.9... H2-1 161 M310 L2.5x2.5x4 .045 0 14-8 _.022. 0 14-5 24.863__25.653 .741 1.688 10... H2-1 162 M321 L2.5x2.5x4 .045 0 14-13 .023 x.979 y 14-•• 24.863 125.653_ -74-1=1.688 1.05 H2-1 _163 _ M280A L2.5x2.5x4045 98 11 .015 0 14-5 24.862 25.653 .741 1.688 '10... H2-1 1641 M281A L2.5x2.5x4 .045 7 0 1 11 .016 1 0 1 z1114 -5124.-8-6325-.6-53I 1 741 1 688 2.2 ..0 H2.1 165' M285A L2.5x2.5x4 .045 _ .98 11 .019 _98 y 14-..,24.862.25.653 .741 _ I 1.688 :1.2 ... H2-1 _1661 M284A I L2.5x2.5x4 1 .039 .97911 .018 1.979 14•• 24.863 25.653 .741 1.688 2 2 - H2-1 167_ M303 L2.5x2.5x4 .000 .981 27 24.86 25.653 .741 1.688 2.3 ... H2-1 168 M274A___ L2.5x2.5x4 .003 981 2�- _ .000 1.981 y 127124.86 25.653.7�T1.688 2.3••• H2-1 RISA -3D Version 15.0.4 [QA ... \... \_Design\DSI Silo\Sorbent Silo.r3d] Page 4 Envelope Plate/Shell Principal Stresses 1 Company Designer Spicer Group May 16, 2018 3:57 PM '1'RISA Job Number 125 125725SG2018 Checked By: LQ • Tau Maxlksi] 11 4.831 _ Model Name Tri -Mer Sorbent Silo Envelope Plate/Shell Principal Stresses 1 Plate P2666 r _ man Sur... T Sigma1 fksil LC 12616 Siqma2 [ksil 2. 33 LQ • Tau Maxlksi] 11 4.831 _ LC ._11 Angle [ra_dj___ 1.269 LC---- 16 Von Mises [ksil LC 11.213 11 7.543 _ 25 3.13 25 4.813 11 I 1.66 16 .127 126 -.517 14-6 .277 26 3 .033 max B 2.778 16 .399 16 6.399---F41 11 2.312. 7 13.888 11 4 10.67 .283 __ min T -1.969 11 -14.767 11 _ .128 ( 24 _ -.632 4 232 24 5 1 P2663B max T 14.727 29 4.46 29 5.134 29 2.333 14-14 13.081 29 6 29 1 25 min 8 14- -2.271 1241 -9.451 10 .111 14.. -783 1 6 199 14-••• 7 max 1 B 9.206 10 3.036 10 4.974 29 2.355 14-20 12.757 29 1 8 min -4.435 1291 -14.383 1291 .038 114••� -.741 14-24 12314-... 9 P2651A maxi T 10.687 11 1.96 11 4.364 11 1.924 16 9.854 11 71:011 min 1 -.63 1161 .306 26 .442 24 644 261 11 max B 2.384 16 .273 16 5.82 11 2.354 24 12.393 11 12 min 1 -1.389 111 -13.029 111 .095 124 .401 16 203 124 14 DOCZ4ZZA mw T 4A Q1A 7n A '7G12 7n I G n7n nn d coo nA .n n 14 _ _ Tmin i_ T -2.243 24 -8.341 124 129 x093 14 _-.035 -_____ 4 16514-3 _15__ max B 7.543 _ 25 3.13 25 4.813 129 1.66 5 12.373 29 16 min -4.331 29 -13.957 29 .033 14-1 -.016 24 098 14-2 17 P2651 B max 18 inT 11.903_ _ _ -2.645 29 Fib-[ [ 3.195 -7.787 29 1 110 4.354__. .116 _29 33-.779 2.194 19 3 10.67 .283 __ 29 3 19 max B 8.571 10 2.2 10 4.323 29 2.324 14-8 11.319 29 20 _ min -4.165 29 -12.811 29 .166 3 1 -.78 1 14-9 1 .297 3 21 P2651 max T 22 min 11.693 -2.399 29 26 3.139 -6.906 29 1 25 4.335 .167 8 14- 1.381 -.052 24 30 10.482 322 29 14-7 Z 24 rndx t$ b.464 - - Amin_ -4.1 1291 Z4 I.Zt$4 -12.625 124 129 4.ZtjZZU .173 1.bd2. 30 14.. -117 24 11.155 29 .333 14 8 25 P1840 max T 9.964 29 2.591 30 3.692 291 1.618 24 8.957 29 26 25 min -3.228 25 -7.263 1251 .046 141 .094 30 .102 145 77 9 211215 max R R 771 9S 1 rAQ 7d R 7n7 70 1 dnR 'An a r0a Oa 128 min •""•"' 1 -3.346 129 L-10.751 29 .04714 LA -.104 2429 102 14-5 P2496D T 7.747 25 52 25 3.539 9 2.276 _ 14-8 9.824 29 30 man ! 4136 9 211215 - 6 291 .019 a. .719 14-9 .038 14-1 9'. 31 max B 10.786 129 3.667 29 3.559 29 2.219 14-11 9.499 29 32_�min nn nnr_nnr �r -2.289 rnr 25 nr -7.918 n n 25 _ . .007 14^19 135 3 � .012 14-8 __ VV __ 1 GJVJI -[min •""•"' 1 I.VGJ GV'. G.VV_1 GJ J.VYJ LA I.JYV JV �.�JL Ly 34 max B -4.267 29 -11.352 ! 29 .016 14-f 0 24 03714- 29 35_! max B ---2.219 10.799 29 3.747 29 25 29 1.604_ 24 9.497 29 36 min P1852 1251 -7.712 _ 125_L _3.526 025 14•• .027 27 1_ .05414-. 2 37 P1 RAR max T ' 7 7FQ 75 7 3F,7 I 7d I AAr•, 70 1 Qn1 z n oA7 1)n 38 min -4.507 1291 -11.397 29, .061 14-(--.,688- 4--.68839 39 max B 10.086 29 1.863 29 4.111 '99 1 2.353 6 9.295 29 40 min -2.604 25 -7.56 25 049 _ 14- -.782 L 14-3 .112 1.43 41 P1852 max T _ 7.557 25 2.317 124 3.393 291 2.056 2 9.8736 29 42 min 1 -4.54 29 -11.326 29 .062 9 -.556 10 .16 114-... 55 max 1 B 10.093 8 3.302 8 3.396 _ 8 2.346 14-20 8.913 _. 8 56 - min -.029114-$ -1.987 25 !14� -.723 14-19 T 099 1a-3 RISA -3D Version 15.0.4 [QA ... \... \_Design\DSI Silo\Sorbent Silo.r3d] Page 5 66 Company Designer Spicer Group 1 8 -9.77 18 .03 128' May 16, 2018 3:57 PM .122 IIIRISA Job Number 125725SG2018 125 9,296 8 1.389 10 4.058 8 Checked By: 8.766 8 Model Name i Tri -Mer Sorbent Silo min -438 24 -3.005]-2-5T-.079 min -.954 28 Envelope Plate/Shell Principal Stresses (Continued) .154 28 69 I P1849 max I T 9.342 10I PlateSur... 10 I [ '1] 9ms 10 Sigma2 [ksi] LC Tau.Max fksi] LC Angle rad] LC Von Mises [ksi] LC 57 P2490C maxx T 9.116565 i 8 I 3.048 129 J 3.059 8 2..163 _ 14-27 8.084 8 _58 m .066 24 __-1.002 �24 .005 14..j -.515 14-25 .008 14-... - B 1.245 11101 3.333 29 -- 14-12 R 4R4 1 -2.909 60 min 2.495 8 -91891 8 .036 14.. ?732 197 $063 1$••• 61 P2511 D max T 8.991 ;10 3.247 10 2.872 ' 10 1.467 30 7.886 10 62 Imini -.929 1291 -3.172 1291 .047 14•. 63 max B__ 4.289 29 1.19 129 3.66 10 1.499 3 8.85 10 r 64 min _ -2.516 10 - 9.835 10 031 14•• -.229 27 65 P1837 max T .793 124 ! -. 121 14-5, 2.541 8 2.13 28 R 4R4 R 66 min -4.688 1 8 -9.77 18 .03 128' -.754 1 14-16 .122 28 67 max g 9,296 8 1.389 10 4.058 8 2.33 23 8.766 8 68 min -438 24 -3.005]-2-5T-.079 min -.954 28 -.768 L 20 .154 28 69 I P1849 max I T 9.342 10I 2.849 10 3.247 10 2.304 14-3 _ 8.293 10 70 min -3 1291 -6.978 129 J .052 14 21 -.709 1 14-2 .103 X14 _ 71 max, g 5.301 29 .077 27 3.384 10 2.344 ' 14-15 8.565 10 ! T 1 11111111 1-Y.JY I V - 1 V.L / L I V . VY 11 y I .LJJ 14-u utjo 1 1`r•••I 75 max' g 9.163 10 1.452 110 3.883 8 1.163 1 14-5 8.53 10 76 min -.954 29 -5.02 29 F .037 14•• -.347 24 77 P2653B max I T 9.949 29 2.931 29 3.509 29 2.321 19 8.855 _ 29 78 min -2.488 110 -6.56 10 .066 3 -.659 3 207 79 Imax ', g 6.04 10 1.245 11101 3.333 29 2064. 14-12 R 4R4 24 RISA -3D Version 15.0.4 [QA ... \... \_Design\DSI Silo\Sorbent Silo.r3d] Page 6 Design Maps Summary Report Page 1 of 2 M,J= Design Maps Summary Report User—Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.75850N, 105.0805°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III ' �ral H®►ghts W"stt, ifinste , a V0 •Commerce[ity Arvada r A� Denver 1 35 WheatRidg " Gr an 5 . 3. ; TAS;.: Aurora r Lakewood USGS—Provided Output SS = 0.189 g SMS = 0.302 g S. = 0.201 g S,. = 0.060 g SMS = 0.143 g Sol = 0.095 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCCEa Resoanse Spec- .j -n =yes un Response Spectrum Penod, T (s,-) For PGA., T, Cas, and Ca, values, please view the detailed report. Peric<L T (a. hc) https:Hearthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude... 3/19/2018 Design Maps Detailed Report Page 1 of 6 i51M Design Maps Detailed Report ASCE 7-10 Standard (39.75850N, 105.0805°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain S,). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 El' SS = 0.189 g From Figure 22-2 EZ' S, = 0.060 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class vs N or Nc„ su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w _> 40%, and • Undrained shear strength s, < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: lft/s = 0.3048 m/s llb/ftz = 0.0479 kN/mz https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 2 of 6 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCE,) Spectral Response Acceleration Parameters For Site Class = D and SS = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S,:-0.10 Table 11.4-1: Site Coefficient F. S,>!0.50 Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period 0.8 0.8 0.8 SS 5 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS > 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 3.2 2.8 2.4 2.4 F D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and SS = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period For Site Class = D and S, = 0.060 g, F� = 2.400 https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 S,:-0.10 S,=0.20 S,=0.30 S,=0.40 S,>!0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.060 g, F� = 2.400 https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Equation (11.4-1): Equation (11.4-2): S,„S = F,S, = 1.600 x 0.189 = 0.302 g Sn,i = F,SI = 2.400 x 0.060 = 0.143 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): SDS=2/SMS-2/3x0.302= 0.201 g Equation (11.4-4): Spl = 2/ S,„1 = 2/ x 0.143 = 0.095 g Section 11.4.5 — Design Response Spectrum From Figure 22-12 1 3' T, = 4 seconds Figure 11.4-1: Design Response Spectrum T<T,: S,= Sas (0.4+0.6TtTo j To5T5T9 S.=SID� T4<T5T,:S.=SDI IT I T>T,:S.=So,TL IT' J i V y i T 41 1 I � f 1 ' 1 1 I 1 I I I I I I------------- -473 t Panay, fie a Page 3 of 6 https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 4 of 6 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. TO Per,o4 r (sac) https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=m inimal &latitude=39... 3/19/2018 Design Maps Detailed Report Page 5 of 6 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 1 4' PGA = 0.097 Equation (11.8-1): PGA,, = FIGAPGA = 1.600 x 0.097 = 0.155 g Table 11.8-1: Site Coefficient F,GA Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA <_ PGA = PGA = PGA = PGA >_ 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.097 g, FPGA = 1.600 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17 c5' CRS = 0.906 From Figure 22-18 E6' C, = 0.898 https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal& latitude=39... 3/19/2018 Design Maps Detailed Report Section 11.6 — Seismic Design Category Table 11.6-1 Seismic Desiqn Category Based on Short Period Response Acceleration Parameter VALUE OF SDs RISK CATEGORY I or II III IV SDs <0.167g A A A 0.167g <_ SDs < 0.33g B B C 0.338 5 SDs < 0.509 C C D 0.509 <_ SDs D D D For Risk Category = I and SDs = 0.201 g, Seismic Design Category = B Tahla 11 A-? Saicmir nesinn Catennry Rased nn 1-1; Period Response Acceleration Parameter VALUE OF SDI RISK CATEGORY I or II III IV SDI < 0.067g A A A 0.067g <_ SDI < 0.133g B B C 0.1338 <_ SDI <0.20g C C D 0.208 5 SDI D D D For Risk Category = I and SDI = 0.095 g, Seismic Design Category = B Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = B Page 6 of 6 Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: https://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: https://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12.pdf 4. Figure 22-7: https://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/20IO_ASCE-7_Figure_22-17.pdf 6. Figure 22-18: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-18.pdf https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 STRUCTURAL CALCULATIONS FOR O -I CORPORATION WHEAT RIDGE, CO WASTE SILO STRUCTURAL ANALYSIS PREPARED FOR: &&TrlmmMer(D�' CORPORATION TRI -MER CORPORATION 1400 MONROE STREET OWOSSO, MICHIGAN 48867 t SPICER GROUP 230 SOUTH WASHINGTON AVENUE SAGINAW_ MICHIGAN 48607 '�w'�t ��*►�E�M May 17, 2018 APPROVED Reviewed for Code Compliance Prepared By: C4,47 o, E<a e,� Date aniel Zeddies, E.I.T. VMdft ofyppk; The bsaonce o/ o permit o opprov01 of plum spec*4fions '"°`f.°°"'h°""°`�e'p""'°'"«�np°laelf York Jr., P.E. f.+ralthrow ioomaJme6uYdrpcodeo<o/amGN omww" to iK duowft 10 Wm ae cone fhe pearbtw" a{ the awl*" cadreeraft rardYf nmaJMt00'tfimtnotfltvalid. 0'r6j,,'�'S. YO,p' 51448 Date: 2018.05.17 10:53:22 -04'00' WASTE SILO STRUCTURAL ANALYSIS SECTION CONTENTS 1. Applied Load Summary................................................................... 3 2. Referenced Drawings...................................................................... 5 3. Analysis Methods............................................................................ 5 4. Results.............................................................................................. 5 5. Appendices....................................................................................... 6 Q:\Proj20l8\I25725SG2018 - Tri -Mer Wheat Ridge\_Report\Waste Silo\Design Report -Waste Silo.doc ■ Project: Tri -Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ ■ Date: 5/17/2018 group Subject: Waste Silo Structural Analysis Page: 3 of 6 1. APPLIED LOAD SUMMARY: Project Location: Wheat Ridge, CO Building Code: 2015 International Building Code WIND LOADS Waste Silo (Taken as Other Structures, Round Tank) Risk Occupancy Category: II Basic Wind Speed: 115 mph Exposure: C Kz: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) 0.98 (25-30 ft.) 1.04 (30-40 ft.) 1.09 (40-50 ft.) Kn: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.95 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9. 1) Ce: 0.96 (ASCE 7-10, Table 29.5-1, Round Very Rough) qz: 0.00256*Kz-KA.Kd«V2 (ASCE 7-10, Eq. 29.3-1) 27.3 to 35.1 psf Design Wind Pressure: qz-G*CpAf (ASCE 7-10, Eq. 29.5-1) 22.3 to 28.6 psf Silo Support Frame (Taken as Other Structures, Lattice Framework) Kz: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) 0.98 (25-30 ft.) Kn: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.85 (ASCE 7-10, Table 26.6-1) G: 0.85 (ASCE 7-10, 26.9.1) Cr: 1.8 (ASCE 7-10, Table 29.5-2, Flat Member, 0.1-0.29) qZ: 0.00256*K.•Kn•Kd>V2 (ASCE 7-10, Eq. 29.3-1) 24.5 to 28.2 psf Design Wind Pressure: q�•G*CpAF (ASCE 7-10, Eq. 29.5-1) 37.4 to 43.1 psf Components and Cladding, Rooftop Structures and Equipment for Buildings with h < 60 ft., ASCE 30.11 Kz: 0.85 (Exposure C, 0-15 ft.) 0.90 (15-20 ft.) 0.94 (20-25 ft.) Q1Proj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Waste Silo\Design Report- Waste Silo.doc ■ Project: Tri-Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ Date: 5/17/2018 yMMP Subject: Waste Silo Structural Analysis Page: 4 of 6 0.98 (25-30 ft.) 1.04 (30-40 ft.) Kn: 1.0 (ASCE 7-10 26.8.2, No Change in Topography) Kd: 0.85 (ASCE 7-10, Table 26.6-1) GCr: 1.0 (ASCE 7-10, 29.5. 1) qh: 0.00256*KZ•K,•Kd•V2 (ASCE 7-10, Eq. 29.3-1) 24.5 to 29.9 psf Design Wind Pressure: qh*(GC,)*Af (ASCE 7-10, Eq. 29.5-2, Minimum Wind Pressure) 24.5 to 29.9 psf EARTHQUAKE LOADS Site Class: D Seismic Design Category: B (ASCE 7-10, Tables 11.6-1 and 11.6-2) I: 1.0 (ASCE 7-10, Table 1.5-2) R: 3.0 (ASCE 7-10, Table 15.4-2, Elevated Tank on Symmetrically Braced Legs) SDs: 0.201 g (USGS Design Map, Attached) SDI: 0.095 g (USGS Design Map, Attached) CS: SDS R/! (ASCE 7-10, Eq. 12.8-2) CS: 0.067 Base Shear: V=CSW (ASCE 7-10, Eq. 12.8-1) Vertical Seismic Effect, Ev 0.2SDSW (ASCE 7-10,12.4.2.2) E,v: 0.04 Go: 2.0 (ASCE 7-10, Table 15.4-2) Seismic Anchor Design: F = QoE (ACI 318-11, D3.3.4.3) OPERATING LOADS Unit Weight of Waste Material: 32 pcf Internal Pressure: 144 psf 144 psf Impact Load: 5,000 lb Equipment Load: 1,000 lb PLATFORM AND HANDRAIL LOADS Live Load: 60 psf (Negative pressure) (Positive pressure) (3' above grade; In X & Z separately) (10' above grade; In X & Z separately) (Applied to platform) QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Waste Silo\Design Report - Waste Silo.doc ■ Project: Tri -Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ Date: 5/17/2018 group Subject: Waste Silo Structural Analysis Page: 5 of 6 Distributed Handrail Loads: 50 lbs/ft (Applied outward and downward, separately) Concentrated Handrail Loads: 200 lbs (Moving load; outward and downward, separately) 2. REFERENCED DRAWINGS: 28686-109— General Assembly: UCF Waste Storage Silo 28686-416 thru 419 — General Assembly: UCF Waste Storage Silo Frame 28686-420 thru 422 — Details: UCF Waste Storage Silo Frame 28686-423 thru 425 — Assembly & Details: UCF Waste Storage Silo Platform 28686-426 thru 427 — Details: UCF Waste Silo Enclosure Support Framing 28686-515 thru 517 — Assembly: UCF Waste Storage Silo 3. ANALYSIS METHODS Design Method: Load Resistance and Factor Design (LRFD) per AISC Design Code Reference: AISC 14th Edition Design/Analysis Software: RISA -313 Version 15.0.4 4. RESULTS ANALYSIS RESULTS Design Check: Frame Brace Utilization Ratio: 0.958 (L4x4x3/8 LC 44) Q:\Proj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Waste Silo\Design Report - Waste Silo.doc < 1.0 = OK Platform Beam Utilization Ratio: 0.332 (L4x4xl/4, LC 23-4) < 1.0 = OK Handrail Utilization Ratio: 0.826 (L2x2x3/8, LC 23-16) < 1.0 = OK Frame Utilization Ratio: 0.555 (W8x24, LC 44) < 1.0 = OK Maximum Plate Stress: 10,352 psi (Plate 3280A, LC 43) Utilization Ratio: 0.320 <1.0 = OK Q:\Proj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Waste Silo\Design Report - Waste Silo.doc ■ Project: Tri-Mer Corporation Project No.: 125725SG2018 Wheat Ridge, CO By: DPZ 9.�uQ Subject: Waste Silo Structural Analysis Date: 5/17/2018 Page: 6 of 6 5. APPENDICES 1. RISA Output — Silo Rendering 2. RISA Output — Load Combinations 3. RISA Output — Plate Stresses 4. RISA Output — Member Design Code Checks 5. RISA Output — Worst Case Member Detail 6. Seismic Loading Information QAProj2018\125725SG2018 - Tri -Mer Wheat Ridge\_Report\Waste Silo\Design Report - Waste Silo.doc .Y Spicer Group, Inc. DPZ 125725SG2018 Tri -Mer Wheat Ridge Waste Silo Waste Silo - Rendered SK -1 May 17, 2018 at 10:11 AM Waste Silox3d Company Spicer Group, Inc. May 16, 2018 111RISAModel Designer 125 Che AM keJob Number 125725SG2018 Checked By: Name Tri -Mer Wheat Ridge Waste Silo Load Combinations 7 p o..fPD... B... 1.4 BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa. B.,, Fa... B... Fa... B.. .. _ . Fa... B... Fa... 1 1.4DLrEmptYp Yes T . -- �1.2DL + Wx Em t y ISR... Yes 1 1.21 33 1 3 1.2DL + Wz Empty Yes Y 1 1.2 4 1 -1 .9DL + Wx Empty Yes Y 1 .9 3 1 5 .9DL + Wz Empty Yes Y 1 4 1 R 1 ifll �v a. Gy Gmnty Vac V .9 1 1 7 4 4 1 7 1.2DL + Ez + Ev Ernotv Yes Y. 1 1.2 6 1 18 1 1- 1 8 T .9DL + Ex - Ey Empty Yes Y I 11 1 .9 1 5 ' 1 1181 -1 9 .9DL + Ez - Ey Emptv Yes Y 1 .9 6 1 118I -1 1 Q 1.2DL + 1.6Equip Impact X Em.. jYesj Y _ 1_11.21 �- 9 11.61 1 1 1 1_ 11 1.2DL + 1.6Equip Impact Z Em ... Yes Y1 -11 1.2 10 1.6 ' I 12 11.2DL + 1.6Truck Impact X Em.. ,Yesj Y 1 Y 1.2 11 1.6 1 13. 1.2DL + 1.6Truck Impact Z Em... Yes Y 1 1.2 12._ 1.6 1.612 14_ 1.2D + 1` .6(+) Pressure Empty Yes Y 1 1.2 13 1.6 Y 15 1.2DL+ 1.6(-) Pressure Empty Yes. Y 1 1.2 14 1.6 I 1.2DL + Ez + Et Full 16 1.2DL + 1.61LL Empty Yes Y I 1111.2 8 15 11.61 1.2 19 1 ' 1 32 17 1.2DL + Ex + Ey + .5LL Empty Yes Y 1 1.2 5 1 15 .5 18 1 .9 19 -1 18 1.9 11.2DL 1.2DL + Ez + Ey + .5LL Empty Yes Y _ 1 + Wx + .5LL Empty Yes Y 1 I 1.23 1 15 .5 20 1.2DL + Wz + .5LL Empty Yesl Y 1 1 1,-2E4111:115 1.9 19 -1 34 5 11 z I l .ZUL + -I.bUIST Jt tMPIV 1e5 Y I 1 1.2 16 11.6 22 11.2DL + 1.6Dist Y Empty Yesl Y 1 .2 17 1.6 714 1 7111 + 1 Rr:nnc X Fmnty Yes V 1 1 7 RAI 1 ti M9 1 R 24 1.21L + 1.6Conc Y Empty Yes Y 1 1.2 M3 1.6 M4 1.6 1 25 1.4DL Full Yes Y 1 11 1.4 2 1.2 Y 26 1.26L + Wx Full lYes y 11 11.21 3 1 1 12 11.21I �- 27 1.2DL + Wz Full Yes Y 1 1.2 4 11� 39 1.2 ' I 28 � .9DL + Wx Full Yes Y 1 .9 3 1 2 9 1.2DL + 1.6LL Full Yes Y 1 1.2115 1.612 1.2 30 1.2DL + Ex + E Full Yes Y 1 1.2 7 1 2 1.2 19 1 � 31 1.2DL + Ez + Et Full Yes, Y 1 1.2 8 1 2 1.2 19 1 ' 1 32 .9DL + Ex - Ey Full Yes Y 1 9 7� 1 2 .9 19 -1 .5 33 + Ez - Ey Full Yes Y 1 .9 8 1 1 12 1.9 19 -1 34 _.9DL [-1.2DL + 1.6Equip Impact X Full jYesj1 11 11.21 9 11.612 Y Y _ 1 11.21 RISA -3D Version 15.0.4 [QA ... \... \_Design\Waste Silo\Waste Silo.r3d] Page 1 Z 11.2 36_ 11.2DL + 1.6Truck Imact X Full Yes p 'Yes Y 1 1.2 11 1.6 37 1.2DL + 1.6Truck Impact Z Full Y _ _ 1 1.2 I 12 1.6 2 1.2�_n- 38 1.2DL + 1.6(+) Pressure Full Yes Y 1 1 .2 13 1.6 2 1.2 39 1.2DL + 1.6(-) Pressure Full Yes Y 1 1.2 14 1.6 2 1.2 _40 1.2DL + 1.6LL Full Yes Y 1 1.2115 1.612 1.2 41 1.2DL + Ex + Ey + .5LL Full Yes Y 1 1.2 7 1 15 19 1 2 1.2 42 1.2DL + Ez + Ey + .5LL Full Yes Y 1 1.2 8 1 15F.5-119 .5 1 2 1.2 _ 43 .1.2DL + Wx + .5LL Full Yes Y 1 -T 1.2 3 1 15' .5 2 1.2 44_ ! 1.2DL + Wz + .5LL Full Yes =Y 1 11.21 -15T.57 2 11.21 45 46 1.2DL + 1.6Dist X Full 1.2DL + 1.Mist Y full Yes Yesl Y Y _ 1 1.2 16 1.6 i 2 1.2 1 RISA -3D Version 15.0.4 [QA ... \... \_Design\Waste Silo\Waste Silo.r3d] Page 1 Company Spicer Group, Inc. May 17, 2018 IIIRISA Designer 125 10:16 AM Job Number 125725SG2018 Checkeded By: Model Name Tri -Mer Wheat Ridge Waste Silo Envelope Plate/Shell Princiaal Stresses 36 Plate (3-0 Sur... mal ksi ] LC Si mat ksi LC _Tau Max [ksi] -.785 Angle ram LC Von Mises fksi� LC 1 1 P3280A max_ T_ 2.767 2.767 43 9-.42 428 23-s' 4.389 _ 43 43 2.355 4 7.773 1 43 23-7 �� in m ._ -4.298 43 15 1 43 .158 15 -.74 23-2 419 15 3 38 max B 2.332 38 -.564 23-8 5.613 143 2.325 23-3 10.352 431 4 min .122 -.398 120 -9.168 1431 .228 1151 .83 Ll5 T .557 23-8 5 P3283 max T 2.659 38 -.325 23-8 4.19 431 2.074 23-1 7.434 43 6 .05 min ---.7-81-T-2-4--1-E-.138 -.084 23... -5.803 43 .16 3- .591 15 .322 23-8 7 29 max ' B 2.387 _44__ 29 -.088 5 5.583 43 2.097 23-1 10.253 43 8 min .076 23-1 -8.993 43 .196 3- .573 15 .35812378 ! 20 9 r P540 max T 6.348 27 .925 271 2.721 29 I -.635 41 5.94 27 10 514 min -.356 1 X16 .025 30 25 .113 _ 9 11 max B 6.497. 27 .31 38 5.716 27 2.252 15 9.932 27 _ 12 imin .069 7 -5.013 1291 .019 17 1 -.751 1 23-2 06 -7� 13 P541 max T 6.499 27 1.744 44 2.381 27 -E--.749 1.58 39 5.828 27 14 min ___ [ __253 F9 5 113 7 36 min (3-0 -.011 115 -5.363 43 .149 3- -.785 39_ 287 23-$ 37 P3279A max T 2.138_ 126! .052 5 ._ 3.217 431 1.869 15 5.676 43 38 min 23-7 -.174 115 -4.298 43 .072 1 5 .64 16 .176 5 39 max B .943 38 -.336 23-8 3.521 43 1.786 15 6.816 43 _40 min -.146 14 !--6.566 143 .122 _1.5 �.. .514 23-8 .311_15 41 P613 max', T 3.627 i27 .539 38 1.853 5 2.353 24-14 3.63 27 42 1 InninI-1.166 19 -2.123 19 .05 18 ---.7-81-T-2-4--1-E-.138 _ 18 43 max B 4.745 27 I .303 38_ 3.899 29 2.284 15 6.801 29 - 44_ L -- _min _ _ -.17 15 -3.23 5 _ 45 P508 max T .098 38 -.56 32 1.456 _ ! 20 2.356 24-6 3.676 20 46 1 min -1.218 120 F -4.13 20 x.226 1321 -.784 1 24-11 514 32 4/ max b _ 4.36 44' -.564 32 3.814 44 2.346 2 6.628 44 48 _ _min 175 15 -3.431 _ �20� .525 !_ 8 -.779 16 _ 918 _------- 8 4Q Pg9AA max 2 AAA 2R -9119 23-a 1A1 Al 9'A1;r a r rlr» ^I 50 minI -.196 51 w3.966 -F4 -3T -.IV! IJ __ _. YY__ .12 (3-0 -.779 29 3 23-s 51 max B 1.05 38 -.297 23-81 3.369 43 2.155 20 6.609 43 52 53 _ _ minj__1__.521 19 -6.473 __.143 1 .142 P3164A max T .771 15 -.056 13-7_ .906 13- 20 -.647 2.356 4.291 22 1.593 _ 23-8 '26 54 min -.039 22 -1.406 43 ___ _ .038 �3- _. -.784 10 .068 23-7 -17 .JJY I`J O.JIJ 'F'F 56�- min -.008 23-1 -4.847 44 .099 23-3 - 776 31 17515 RISA -3D Version 15.0.4 [QA ... \... \_Design\Waste Silo\Waste Silo.r3d] Page 4 Company Spicer Group, Inc. May 17, 2018 IIIRISA Designer 125 10:16 Job Number 125725SG2018 Checkeded By: Model Name Tri -Mer Wheat Ridge Waste Silo Envelope Plate/Shell Principal Stresses (Continued Plate Sur... Si si - 9�1 8 Sigma2 ksi LC Tau Max Lsi LC Angle [rad] _ _ LC Von Mises [ksi] LC 57_ P3274A max 3 383 3 -.285 23-3' 3.065 44 2.356 8 5.309_ 44 1 - 58 min 159 15 -3.043 44 ___, .202 18 _ T_ _ --635-1 43 18 59 max R I 1 ASR 43 1 nA 14 11 5R 44 9,119 1 A -L-:3:599 a aaa A max _ o r _ ax 6 4.40 L / O / / Zb 3.045 z/ Z.1 j 5 6.368 27 68 _ min -.089 15 -2.844 29 0 6 7303 38 .049 7 69 P3295 max T 3.319 27 .13 28 2 907 27 1 ' 997 9A 1;nrl 0 70 -min Iminj 1 -.084 15 1 -2 495 271 099 8 -.696 3 v183 8 71 -_ P31706 I max, T max B 2.389 40 1.74 27I 2.223 43 3.05 27 6.228 72 73 1 min P2918 max T 644 3.492 3 27I -5625 42 - 2 299 5 1.867 3 15 83 3.97 8 5 741 min .217 -.102 115 -1.738 1 5 .024 T8 -.774 5 .05 8 75 76 max min B 5.548 -.11 27_ 15 .941 38 _. -2.145 5_ _ 3.171 024 27 8 1.75 _ -.739 15 5 5.985 .05 27- 8 77 P3155C max T 2.596 5 .549 4 2.06 138 1.798 4 5.089 3�8 78 min -1.569 [38 -5.689 38 151 8 -.633 5 377 8 79 80 ( max minl B 1.345 -1.494 4 1271 .273 4 -6.564 1271 2.535 .108 27' 3- 1.659 099 4 39 5.959 251 27 23-3 81 P3162A max T -.007 23-T -.229 15 2.38 ' 44 I 2.344 46 5.436 _ 44 82F Amin -1.162 144 -5.923 1441 105 15 -.782 37 22 83 max g 1 565 4 25 4 2 532 44 2 26 84 Iminj 1 -1.37 447--- -6.435 1441 .079 1151 .725 4 1 .16 15 85 P31706 I max, T 1.27 27 .181 40 1.74 27I 2.223 43 3.05 27 86 min -.051 4 1 -2.229 1 5 1 .002 11.71 -.657 1 28 1 -.-0-5-6---T-8-] 87 max' B .607 19I .217 4 2.742 27 2.351 24-9 5.859 27 I 88 min -.689 44 -6.173 27 031 8 - 742--T-24---13---T_ 8 Q 1 X41 aaQ lmwl T I 7 12A7 A 447 I A 4 n ee I 4 ^^1 nn .082 .. ...... .... RISA -3D Version 15.0.4 [QA ... \...\_Design\Waste Silo\Waste Silo.r3d] Page 5 v of aUc. IWC y Direct Analysis Method Shape: L4x4x6 .171 at 7.957 ft Material: A36 Gr.36 .105 at 8.123 ft Location 7.625 ft Length: 15.914 ft 0 ft Equation H2-1 I Joint: N1 L/1000 Bending Flange Compact J Joint: N11 Dy Dz in in Envelope y -y' Z -Z' Code Check: 0.958 (LC 44) -.038 at 15.914 ft Lb 14 ft 14 ft Report Based On 97 Sections phi"Pnc 13.892 k -.062 at 15.914 ft 12.463 at 0 ft phi" Pnt 92.664 k .005 at 15.914 ft i .075 at 15.914 ft VY k Vz k -.005 at 0 ft -.075 at 0 ft A k phi" Vnz 29.16 k -1.292 at 15.914 ft Cb 1 0at0ft Mz' k -ft My' k -ft T k -ft or IF -.006 at Oft -.211 at 7.957 ft I -.211 at 7.957 ft 4.358 at 0 ft 2.329 at 7.957 ft .988 at 7.957 ft ksi f(y) 444=WW f(z) ksi AW fa ksi -.988 at 7.957 ft -.452 at 15.914 ft -1.987 at 7.957 ft i A/SC 14th(360-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.958 (LC 44) Max Shear Check 0.010 (z) (LC 36) Location 7.625 ft Location 0 ft Equation H2-1 Max Defl Ratio L/1000 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y -y' Z -Z' Fy 36 ksi Lb 14 ft 14 ft phi"Pnc 13.892 k KL/r 215.661 108.126 phi" Pnt 92.664 k phi" Mny' 4.398 k -ft L Comp Flange 14 ft phi" Mnz' 7.246 k -ft L -torque 15.914 ft phi*Vny 29.16 k Taub 1 phi" Vnz 29.16 k Cb 1 VBrace: M19 Shape: L4x4x6 .171 at 7.957 ft Material: A36 Gr.36 .105 at 8.123 ft Length: 15.914 ft I I Joint: N1 J Joint: N11 Dy in Dz in Envelope 038 at 15.914 ft Code Check: 0.958 (LC 44) -. -.062 at 15.914 ft Report Based On 97 Sections 12.463 at 0 ft 005 at 15.914 ft .075 at 15.914 ft Vy ---__- k Vz k A k I -.005 at O ft -.075 at O ft -1.292 at 15.914 ft Mz' k -ft My' k -ft Oat Oft T k -ft -.006 at 0 ft -.211 at 7.957 ft -.211 at 7.957 ft 4.358 at 0 ft 2.329 at 7.957 ft .988 at 7.957 ft f(y) ksi f(z) ksi fa ksi 3 -.988 at 7.957 ft -.452 at 15.914 ft -1.987 at 7.957 ft 4 A/SC 14th(36O-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.958 (LC 44) Max Shear Check 0.010 (z) (LC 36) Location 7.625 ft Location 0 ft Equation H2-1 Max Defl Ratio L/1000 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y -y' Z -Z' Fy 36 ksi Lb 14 ft 14 ft phi*Pnc 13.892 k KL/r 215.661 108.126 phi*Pnt 92.664 k phi*Mny' 4.398 k -ft L Comp Flange 14 ft phi*Mnz' 7.246 k -ft L -torque 15.914 ft phi*Vny 29.16 k Taub 1 phi*Vnz 29.16 k Cb 1 Design Maps Summary Report Mg(= Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS 'hazard data available in 2008) Site Coordinates 39.75850N, 105.0805uW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ti Gdderb i USGS-Provided Output Iederal Heights Westminster , A;it> �COrMT19ri! [itj� ArAda ' T" _ Q. giver WheatRidg - 95 s -g VtS9AC"' A . u r Aurorij Lakewood Page 1 of 2 Sr = 0.189 g S.r = 0.302 g Sus = 0.201 g Sl = 0.060 g S,,1 = 0.143 g Sui = 0.095 g For information on how the SS and Sl values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCS Resptose Spectrum .. X ' -1 1.47 I. r1_ Pencxt, T (see) Des;lgn Resowse Sp*ctrurn For PGA., T, CRS, and CR, values, please view the detailed report. Per,OCL r (see) https:Hearthquake.usgs.gov/cn 1/designmaps/us/summary.php?template=minimal&latitude... 3/19/2018 Design Maps Detailed Report Page 1 of 6 � (= Design Maps Detailed Report ASCE 7-10 Standard (39.75850N, 105.0805°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain S,). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 `3' SS = 0.189 g From Figure 2' 22-2 1 S, = 0.060 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class A. Hard Rock B. Rock C. Very dense soil and soft rock D. Stiff Soil E. Soft clay soil F. Soils requiring site response analysis in accordance with Section 21.1 VS N or Nc„ su >5,000 ft/s N/A N/A 2,500 to 5,000 ft/sTN/A N/A 1,200 to 2,500 ft/s >50 >2,000 psf 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w > 40%, and • Undrained shear strength S, < 500 psf _ .. ._ _..... .. See Section 20.3.1 For SI: lft/s = 0.3048 m/s llb/ft2 = 0.0479 kN/m2 https://earthquake.usgs.gov/cn I /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 2 of 6 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient Fa Site Class Mapped MCE a Spectral Response Acceleration Parameter at Short Period For Site Class = D and SS = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE , Spectral Response Acceleration Parameter at 1-s Period S,:50.10 S,=0.20 S,=0.30 S,=0.40 Sl>0.50 A SS < 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS > 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and SS = 0.189 g, F. = 1.600 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE , Spectral Response Acceleration Parameter at 1-s Period S,:50.10 S,=0.20 S,=0.30 S,=0.40 Sl>0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S. = 0.060 g, F„ = 2.400 https:Hearthquake.usgs.gov/cn 1/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Equation (11.4-1): Equation (11.4-2): Sh,s = FaSs = 1.600 x 0.189 = 0.302 g SMi = F,Si = 2.400 x 0.060 = 0.143 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): Equation (11.4-4): Section 11.4.5 — Design Response Spectrum From Figure 22-12 `3' Sos=%S,,s=z/x0.302=0.201g Soi=2/S,„1=z/3x0.143=0.095g T, = 4 seconds Figure 11.4-1: Design Response Spectrum T<TO: S,=SDII(0.4+OITITo j To5T5Ts:S.=Sus - T5<T5Ti: S.=So, IT o T>Ti:S,=SDITLIT' 6 ---------------------- Per, T (se,_) Page 3 of 6 https:Hearthquake.usgs.gov/cn I/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 4 of 6 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. https:Hearthquake.usgs.gov/cn 1/designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Design Maps Detailed Report Page 5 of 6 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 "' PGA = 0.097 Equation (11.8-1): PGA, = FPGAPGA = 1.600 x 0.097 = 0.155 g Table 11.8-1: Site Coefficient F,,, Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA 5 PGA = PGA = PGA = PGA >_ 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.097 g, FPGA = 1.600 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17`5' From Figure 22-18E63 CRS = 0.906 https://earthquake. usgs.gov/cn 1 /designmaps/us/report.php?tem plate=minimal& latitude=39... 3/19/2018 Design Maps Detailed Report Section 11.6 — Seismic Design Category Table 11.6-1 Seismic Desiqn Cateciory Based on Short Period Resoonse Acceleration Parameter VALUE OF SDS RISK CATEGORY I or II III IV Spy < 0.167g A A A 0.167g 5 SDs <0.33g B B C 0.33g <_ SDS < 0.50g C C D 0.509 <_ SDS D D D For Risk Category = I and SDS = 0.201 g, Seismic Design Category = B Table 11.6-2 Seismic Design Cateaory Based on 1-S Period Resnonse Acceleration Paramatar VALUE OF S. RISK CATEGORY I or II III IV SDI. < 0.067g A A A 0.0678 5 SDI. <0.133g B B C 0.133g:5 SDI. <0.20g C C D 0.20g <_ SDI. D D D For Risk Category = I and SDI. = 0.095 g, Seismic Design Category = B Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = B Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References Page 6 of 6 1. Figure 22-1: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-l.pdf 2. Figure 22-2: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12.pdf 4. Figure 22-7: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-17. pdf 6. Figure 22-18: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-18.pdf https:Hearthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39... 3/19/2018 Geotechnical Engineering Report Proposed Rocky Mountain Bottling Company Improvements 10619 West 50th Avenue Wheat Ridge, Colorado August 29, 2017 Terracon Project No. 25175237 Prepared for: MillerCoors, LLC Milwaukee, Wisconsin Prepared by: Terracon Consultants, Inc. Wheat Ridge, Colorado CRY or 3" WheatR,@ge COMMUNm Dmtopww APPROVED JAjewed for Code Comoiiance JOS -7L ►5 ns Examiner Date lid of pmrn specoronons arrd catnpKOanaru fMM not tk o pernen Jar, a an o,p-101 mw Walsnon to ohy M the provgloM Mrhr fwxdiny cone a Man �y or0inpnns. permits pewnwq to pre eu&wfy to Walser or conte the prowswu M the Su" cuts or aua aernhns a/Me Oty shoe not hr V#hd. August 29, 2017 MillerCoors, LLC 4000 West State Street Milwaukee, Wisconsin 53208 Attn: Mr. Noel Guerrero P: 303.425.7949 E: noel.guerrero(a)-millercoors.com Irerracon Re: Geotechnical Engineering Report Proposed Rocky Mountain Bottling Company Improvements 10619 West 50t1 Avenue Wheat Ridge, Colorado Terracon Project No. 25175237 Mr. Guerrero: Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering exploration for the above referenced project. This study was performed in general accordance with our proposal number P25175237, dated July 21, 2017. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations and exterior slabs for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. 00 REO • `rT r4l- it 508 s/ON William D. Rethamel, P.E. Senior Project Engineer Enclosures cc: Addressee (PDF) 1 - File Scott B. Myers, P.E. Geotechnical Department Manager Terracon Consultants, Inc. 10625 W.1-70 Frontage Rd N, Ste 3 Wheat Ridge, Colorado 80033 P [303] 423-3300 F [303] 423-3353 wr Werracon.com Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 , Terracon Project No. 25175237 TABLE OF CONTENTS EXECUTIVE SUMMARY.............................................................................................................i 1.0 INTRODUCTION.............................................................................................................1 2.0 PROJECT INFORMATION.............................................................................................1 2.1 Project Description.............................................................................................. 1 2.2 Site Location and Description............................................................................. 2 3.0 SUBSURFACE CONDITIONS........................................................................................2 3.1 Typical Profile...................................................................................................... 2 3.2 Groundwater.......................................................................................................3 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION......................................4 4.1 Geotechnical Considerations................................................................................ 4 4.1.1 Existing Fill Materials................................................................................ 4 4.1.2 Expansive Soils and Bedrock................................................................... 5 4.2 Earthwork........................................................................................................... 5 4.2.1 Site Preparation....................................................................................... 5 4.2.2 Material Types.......................................................................................... 6 4.2.3 Compaction Requirements....................................................................... 7 4.2.4 Excavation and Trench Construction........................................................ 8 4.2.5 Grading and Drainage............................................................................... 8 4.2.6 Earthwork Construction Considerations..................................................... 9 4.2.7 Soluble Sulfate Test Results...................................................................... 9 4.3 Foundation Recommendations..........................................................................10 4.3.1 Drilled Pier Design Recommendations....................................................10 4.3.2 Drilled Pier Construction Considerations.................................................12 4.4 Seismic Considerations......................................................................................13 4.5 Exterior Flatwork................................................................................................14 4.5.1 Exterior Flatwork Design Recommendations...........................................14 4.5.2 Exterior Flatwork Construction Considerations........................................14 4.6 Lateral Earth Pressures.....................................................................................14 5.0 GENERAL COMMENTS...............................................................................................16 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements ,, Wheat Ridge, Colorado August 29, 2017 ; Terracon Project No. 25175237 TABLE OF CONTENTS (continued) APPENDIX A — FIELD EXPLORATION Exhibit A-1 Field Exploration Description Exhibit A-2 Site Location Exhibit A-3 Aerial Image Exploration Plan Exhibit A-4 Boring Location Plan Exhibits A-5 to A-7 Boring Logs APPENDIX B — LABORATORY TESTING Exhibit B-1 Laboratory Testing Description Exhibits B-2 to B-4 Swell -Consolidation Test Results Exhibit B-5 Grain Size Distribution Exhibit B-6 Summary of Laboratory Test Results APPENDIX C — SUPPORTING DOCUMENTS Exhibit C-1 General Notes Exhibit C-2 Unified Soil Classification Exhibit C-3 Description of Rock Properties Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements rp Wheat Ridge, Colorado August 29, 2017 k Terracon Project No. 25175237 EXECUTIVE SUMMARY A geotechnical engineering exploration has been prepared for the proposed improvements to the Rocky Mountain Bottling Company located at 10619 West 50th Avenue in Wheat Ridge, Colorado. Based on the information obtained from our subsurface exploration and the laboratory testing completed, the site appears suitable for the proposed construction; however, the following geotechnical conditions will need to be considered: Up to about 9 feet of fill material was encountered in the borings drilled for this exploration. It is our opinion the existing fill should not be used to support foundation construction without complete removal and modification. Support of exterior slab construction on the existing fill materials can be considered, provided a portion of the existing fill materials are overexcavated, processed, moisture conditioned and recompacted and some movement can be tolerated. F Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, the proposed improvements may be constructed on drilled pier foundation systems bottomed within the underlying bedrock. Based on the 2015 International Building Code, the seismic site classification for this site is C. The amount of movement associated with foundations and slabs -on -grade, etc. will be related to the wetting of the underlying soils. Therefore, it is imperative the recommendations outlined in the Grading and Drainage section of this report be followed to reduce potential movement. Moisture conditioning and/or replacement of the on-site fill materials and/or native soils should follow the recommendations outlined in the Earthwork section of this report. This summary should be used in conjunction with the entire report for design purposes. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled GENERAL COMMENTS should be read for an understanding of the report limitations. Responsive n Resourceful . Reliable GEOTECHNICAL ENGINEERING REPORT PROPOSED ROCKY MOUNTAIN BOTTLING COMPANY IMPROVEMENTS 10619 WEST 50TH AVENUE WHEAT RIDGE, COLORADO Terracon Project No. 25175237 August 29, 2017 1.0 INTRODUCTION A geotechnical engineering report has been prepared for the proposed improvements to the Rocky Mountain Bottling Company located at 10619 West 5W1 Avenue in Wheat Ridge, Colorado. As part of our subsurface exploration, three borings (designated as Boring Nos. 1 to 3) were drilled at the site to depths of about 20 to 25 feet below existing site grades. A fourth boring, Boring No. 4, was planned south of Boring No. 3, but at the time of our site visit we were informed by the client this location would not be accessible and were requested not to perform this boring. Boring Logs along with a Boring Location Plan are included in Appendix A of this report. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: Subsurface soil and bedrock conditions Groundwater levels Earthwork Drainage 2.0 PROJECT INFORMATION 2.1 Project Description Item Proposed construction Lateral earth pressures Seismic site classification Foundation design and construction Exterior flatwork design and construction Description We have been provided with a conceptual layout. We understand the proposed project consists of the construction of new emissions equipment and a new oxygen plant. The oxygen plant will include blowers, cooler, process and metering skids, a surge tank, vaporizers and liquid oxygen tanks. A separate transformer/substation enclosure will also be included. We understand structure loads will vary from about 3.2 to 174 kips. Details on the emissions equipment were not available. We understand the below -grade areas will not be included. Responsive r Resourceful ■ Reliable 1 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 b, Terracon Project No. 25175237 Item Description We anticipate the proposed structures will be supported on pad Pad construction foundations consisting of reinforced cast -in-place concrete construction. Anticipated foundation systems Shallow spread or ring footings or drilled piers Below grade areas None anticipated Maximum loads 174 kips (provided) Grading Cut and fill, 3 feet (+/-) max (assumed) Excavation depth 3 feet (assumed) Free-standing retaining walls None anticipated Infrastructure We anticipate installation of utilities within about 5 to 8 feet of finished site grades. 2.2 Site Location and Description Item Location Existing improvements Description The proposed improvements to the Rocky Mountain Bottling Company Facility will be located at 10619 West 50th Avenue in Wheat Ridge, Colorado. The general location of the proposed project is 39.7902° N 105.1156° W. The subject site consists of a manufacturing facility. The area for the proposed emissions equipment consists of asphalt and concrete pavements. The area for the proposed oxygen plant consists of a vacant area that formerly contained above -grade propane tanks, but at the time of our field exploration was bordered by fill stockpiles about 4 to 5 feet in height. Ground cover in the emissions equipment area consists of Current ground cover asphalt and concrete pavements. The ground surface in the oxygen plant footprint is consists of barren ground. Existing topography Each site is generally flat with an elevation difference of about 5 feet or less. 3.0 SUBSURFACE CONDITIONS 3.1 Typical Profile Based on the results of the borings, subsurface conditions on the site can be generalized as presented in the following table. Responsive ■ Resourceful x Reliable Geotechnical Engineering Report Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 w Terracon Project No. 25175237 Material Description Asphalt Existing fill consisting of sand with varying amounts of clay, silt, sand, gravel and cobbles Native soils consisting of gravel with varying amounts of clay, silt, sand and cobble, or lean clay with varying amounts sand Approximate Depth to Bottom of Stratum below Existing Site Grade About 6 inches, Encountered in Boring No. 3 only About 4 to 9 feet About 10 to 16 feet About 20 to 25 feet, Bedrock consisting of claystone Maximum depth explored Irerracon Consistency/ Relative Density/ Hardness N/A Variable Gravel: Dense to very dense Clay: Very stiff Firm to hard Stratification boundaries on the boring logs represent the approximate location of changes in soil and material types; in-situ, the transition between materials may be gradual. Further details of the borings can be found on the Boring Logs in Appendix A. Laboratory testing indicates the native clay materials and the claystone bedrock have low expansive potential. Based on our observations and experience, the sand fill and native gravel soils are likely nil to low swelling. Results of water soluble sulfate testing performed on a sample obtained during our field exploration indicated a "not applicable" severity with an exposure class of SO based on the American Concrete Institute (ACI) guidelines. 3.2 Groundwater The borings were observed for the presence of groundwater while drilling. The groundwater levels are noted on the Boring Logs, and are summarized in the following table. Boring No. Depth to groundwater while drilling 1 None encountered 2 About 14 feet 3 About 19 feet * Boring was backfilled after obtaining initial groundwater measurement. Depth to groundwater at least one day after drilling Responsive - Resourceful* Reliable 3 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements r Wheat Ridge, Colorado August 29, 2017 v Terracon Project No. 25175237 These observations represent groundwater conditions at the time of the field explorations, and may not be indicative of other times or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Based upon review of USGS maps ('Hillier, et al, 1983), regional groundwater beneath the project area is located in unconsolidated alluvial deposits, generally below a depth of 10 to 20 feet. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff, and other factors not evident at the time the borings were performed. Groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION 4.1 Geotechnical Considerations Based on subsurface conditions encountered in the borings, the site appears suitable for the proposed construction from a geotechnical point of view provided certain precautions and design and construction recommendations outlined in this report are followed. We have identified geotechnical conditions that could impact design and construction of the proposed structures and other site improvements. 4.1.1 Existing Fill Materials Up to about 9 feet of fill materials were encountered in the borings drilled for this exploration. It should be noted that fill depths presented in the boring logs are approximate and the depth and composition of fill should be expected to vary. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer. It is our opinion the existing fill should not be used to support foundation and slab construction without complete removal and modification. However, if the owner is willing to accept a higher risk of movement for exterior slabs, consideration could be given to overexcavating a portion of the existing fill materials below these elements, then processing, moisture conditioning and compacting the materials back to subgrade elevation. It should be noted that there exists the potential for construction debris and/or domestic trash to be encountered within the fill on some portions of the site. Since construction debris was not encountered within the borings, the potential for encountering construction debris and/or domestic 'Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1-856-K. Responsive ■ Resourceful ■ Reliable 4 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements L Wheat Ridge, Colorado August 29, 2017 Terracon Project No. 25175237 trash is considered to be low. This should be verified by additional geotechnical exploration or evaluation at the site. If additional exploration is not performed, the owner should make allowances for such conditions to exist in the preparation of the project budget and/or construction plans. Based on laboratory test results, it is our opinion the existing fill can be reused as engineered fill below foundations and slabs -on -grade, provided any deleterious materials are removed and some movement can be tolerated. Some removal and replacement may be required if unsuitable or soft materials are exposed. We recommend samples of the existing fill materials to be used during construction be submitted to our office for laboratory testing in order to verify the materials can be used as fill for this project. 4.1.2 Expansive Soils and Bedrock Laboratory testing indicates the native clay materials and the claystone bedrock have low expansive potential. Based on our observations and experience the sand fill and native gravel soils are likely nil to low swelling. This report provides recommendations to help mitigate the effects of soil and bedrock shrinkage and expansion. However, even if these procedures are followed, some movement and cracking in the structures and flatwork should be anticipated. The severity of cracking and other damage such as uneven slabs will probably increase if any modification of the site results in excessive wetting or drying of the expansive soils and bedrock. Eliminating the risk of movement and distress is generally not be feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction. It is imperative the recommendations outlined in the Grading and Drainage section of this report be followed to reduce movement. 4.2 Earthwork The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. 4.2.1 Site Preparation Strip and remove existing vegetation, topsoil, organics and other deleterious materials from proposed structure and flatwork areas. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation, topsoil, unsuitable fills and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. Responsive * Resourceful ■ Reliable 5 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 6 Terracon Project No. 25175237 Where possible, the site should be initially graded to create a relatively level surface to receive fill and to provide for a relatively uniform thickness of fill beneath the proposed structures. All exposed areas that will receive fill, once properly cleared, should be scarified to a minimum depth of 12 inches, conditioned to near optimum moisture content and compacted. It is imperative the moisture content of prepared materials be protected from moisture loss. Although evidence of underground facilities such as grease pits, septic tanks, cesspools, existing foundations and basements was not observed during the site reconnaissance, such features could be encountered during construction. If unexpected fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Due to the presence of gravel and cobbles, pier installation may require casing or specialized drilling techniques to penetrate the gravel and cobble above bedrock. The stability of subgrade soils may be affected by precipitation and seasonal groundwater conditions, repetitive construction traffic or other factors. Where unstable conditions are encountered or develop during construction, workability may be improved by overexcavation of wet zones and mixing these soils with crushed gravel or recycled concrete and recompaction. Lightweight excavation equipment may be required to reduce subgrade pumping. 4.2.2 Material Types Engineered fill should meet the following material property requirements: Fill TypeUSCS Classification Acceptable location for placement On-site sand and SC, GC, GW -GM On-site sand and gravel soils are considered suitable for gravel soils reuse as compacted fill below slab and flatwork areas. On-site clay soils CL On-site clay soils are considered suitable for reuse as compacted fill below slab and flatwork areas. Imported soils meeting the gradation outlined herein can Imported soils Varies be considered acceptable for use as engineered fill i beneath slabs and flatwork. 1. Controlled, compacted fill should consist of approved materials that are free of organic matter and debris. Frozen material should not be used, and fill should not be placed on a frozen subgrade. A sample of each material type should be submitted to the geotechnical engineer for evaluation. 2. Care should be taken during the fill placement process to avoid zones of dis-similar fill. Improvements constructed over varying fill types are at a higher risk of differential movement compared to improvements over a uniform fill zone. Responsive v Resourceful r Reliable 6 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements b Wheat Ridge, Colorado August 29, 2017 Terracon Project No. 25175237 Imported soils for general fills (if required) should meet the following material property requirements: Gradation Percent finer by weight (ASTM C136) 3" 100 No. 4 Sieve 50-100 No. 200 Sieve > 50 LiquidLimit............................................................30 (max) Plasticity Index........................................................15 (max) Maximum Expansive Potential(%).............................0.5* *Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at optimum water content. The sample is confined under a 200 psf surcharge and submerged. 4.2.3 Compaction Requirements Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Item Fill lift thickness Compaction requirements' Moisture content granular soils (sand and gravel) Moisture content cohesive soils Description--.---------- 8-inches or less in loose thickness when heavy, self- propelled compaction equipment is used 4 to 6 -inches in loose thickness when hand -guided equipment (e.g. jumping jack, plate compactor) is used Minimum of 95% of the material's standard Proctor maximum dry density (ASTM D698). -2 to +2% of the optimum moisture content (clay) 0 to +3% of the optimum moisture content 1. We recommend that engineered fill be tested for water content and compaction during placement. Should the results of the in-place density tests indicate the specified water or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified water and compaction requirements are achieved. 2. Water levels should be maintained low enough to allow for satisfactory compaction to be achieved without the compacted fill material pumping when proofrolled. 3. Moisture conditioned clay soils should not be allowed to dry below the moisture content range specified above. A loss of moisture within these materials could result in an increase in the materials expansive potential. Subsequent wetting of these materials could result in undesirable movement. Responsive a Resourceful a Reliable 7 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements or. Wheat Ridge, Colorado August 29, 2017 * Terracon Project No. 25175237 4.2.4 Excavation and Trench Construction Excavations into the subsurface soils will encounter a variety of conditions. Excavations into the native clay fill soils and claystone bedrock should remain relatively stable for a short period of time. Excavations into the sand fill and native gravel soils may be subject to sloughing. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current Occupational Safety and Health Administration (OSHA) excavation and trench safety standards. Soils penetrated by the proposed excavations may vary significantly across the site. The soil classifications are based solely on the materials encountered in the exploratory borings. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. 4.2.5 Grading and Drainage All grades must be adjusted to provide positive drainage away from the structures during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Landscaped irrigation adjacent to the foundation systems should be minimized or eliminated. Water permitted to pond near or adjacent to the perimeter of the structures (either during or post -construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not obtained and maintained, and water is allowed to infiltrate the fill and/or subgrade. Exposed ground should be sloped at a minimum of 5 percent grade for at least 10 feet beyond the perimeter of the structures. Where possible, concrete flatwork should be sloped at a minimum of 2 percent beyond each structure perimeter. Where Americans with Disabilities Act (ADA) or other requirements or existing site features limit the gradient, slopes on the order of'h to 1 percent minimum are considered acceptable. Backfill against footings, exterior walls (if any) and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of water infiltration. After construction and prior to project completion, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. Responsive ■ Resourceful ■ Reliable 8 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements P� Wheat Ridge, Colorado August 29, 2017 Y. Terracon Project No. 25175237 Flatwork will be subject to post construction movement. Maximum grades practical should be used for paving and flatwork to prevent areas where water can pond. Where paving or flatwork abuts the structures, care should be taken that joints are properly sealed and maintained to prevent the infiltration of surface water. 4.2.6 Earthwork Construction Considerations Upon completion of grading operations, care should be taken to maintain the moisture content of the subgrade prior to construction of foundations, slabs -on -grade, etc. Construction traffic over prepared subgrade should be minimized and avoided to the extent practical. Construction traffic over processed clay subgrade will eventually reduce the moisture content and increase the density of the subgrade. Subsequent wetting of these materials will result in undesirable movement. The site should also be graded to prevent ponding of surface water on prepared subgrade or in excavations. In areas where water is allowed to pond over a period of time, the affected area should be removed and allowed to dry out; however, allowing clay soils to dry out below the optimum moisture content is not recommended. If such conditions occur, the affected area should be overexcavated and replaced with non- to low expansive materials. As an alternative, geotextiles could also be considered as a stabilization technique. Although the exposed subgrade is anticipated to be relatively stable upon initial exposure, unstable subgrade conditions could develop during general construction operations, particularly if the soils are wetted and/or subjected to repetitive construction traffic. Should unstable subgrade conditions develop, stabilization measures will need to be employed. Options for subgrade stabilization can include removal of unsuitable material and replaced with approved fill material. An alternative can include the use of a Tensar TX -140 geogrid (or approved equivalent) overlain by Colorado Department of Transportation (CDOT) Class 5 or 6 aggregate base course. The depth of aggregate base course will depend on the severity of unstable soils. The geotechnical engineer should be retained during the construction phase of the project to observe earthwork and to perform necessary tests and observations during overexcavation operations, excavations, subgrade preparation; proof -rolling; placement and compaction of controlled compacted fills; backfilling of excavations into the completed subgrade, and just prior to construction of structure foundations, exterior slabs, etc. 4.2.7 Soluble Sulfate Test Results The following table lists the results of laboratory soluble sulfate testing from samples obtained during our field exploration. These values may be used to estimate potential corrosive characteristics of the on-site soils with respect to contact with the various underground materials which will be used for project construction. Responsive r Resourceful a Reliable 9 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements a, Wheat Ridge, Colorado August 29, 2017 w. Terracon Project No. 25175237 1 - ._.--------._._..-_._---- Boring No. Sample Depth (feet) Soluble Sulfate' (%) 1 2 <0.10 3 2 <0.10 O.--- -- Results of soluble sulfate testing indicate that a sample of the on-site soils tested has an exposure class of SO when classified in accordance with Table 4.3.1 of the ACI Design Manual. The results of the testing indicate ASTM Type I Portland Cement is suitable for project concrete on and below grade. However, if there is no (or minimal) cost differential, use of ASTM Type II Portland Cement is recommended for additional sulfate resistance of construction concrete. Concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. 4.3 Foundation Recommendations Based upon the results of the field exploration and laboratory testing program, the following foundation systems were evaluated for the proposed structures: Spread or ring footing foundations on native soils or new engineered fill Helical piles Straight -shaft, cast -in-place piers/shafts constructed in bedrock. In our opinion, spread or ring footing foundation systems constructed on native soils or new engineered fill materials can be used provided all existing fill is removed, the native soils present at footing grade are scarified, moisture conditioned and compacted, and provided the owner is willing to accept the risk of movement. We understand that movement of the improvements is to be minimized as much as possible. In addition, due to the proximity of existing structures, removal of the fill is not desired. If plans change and shallow foundations are desired, we should be contacted to provide recommendations. To reduce the risk of differential movement between foundation elements, it is our opinion the proposed structures should be constructed on drilled pier foundation systems bottomed in the underlying claystone bedrock. We considered the use of helical piles at the site; however, the presence of gravel and cobble above the bedrock will make helical pile installation difficult. 4.3.1 Drilled Pier Design Recommendations Design recommendations for a drilled pier foundation system are presented in the following paragraphs: Responsive ■ Resourceful a Reliable 10 Geotechnical Engineering Report Proposed Rocky Mountain Bottling Company Improvements i,Wheat Ridge, Colorado August 29, 2017 = Terracon Project No. 25175237 Description Minimum pier length' Minimum bedrock embedment 2A5 Allowable maximum end -bearing pressure 6 Allowable skin friction 3p Uplift force (tension due to uplift, kips) Minimum pier diameter Irerracon Value 22 feet 8 feet 20,000 psf 1,750 psf 20 x Pier diameter (ft.) 18 inches or Length/Diameter < 30 Minimum required grade beam void thickness 1. The required minimum length is from the bottom of grade beam. N/A 2. Drilled shafts should be embedded into firm or harder bedrock materials. 3. Skin friction value is for firm or harder bedrock. Skin friction should not be applied to fill, overburden soils or weathered bedrock materials. 4. The portion of the drilled piers that can resist the uplift force shown above must be (a) embedded in firm or harder bedrock. 5. Provided the minimum bedrock embedment is achieved, a minimum dead load is not necessary. 6. In accordance with IBC Section 1806.1, if design of the pier foundations is completed using allowable stress design (ASD) methods, the vertical bearing resistance may be increased by 1/3 where used with the alternative basic load combinations that include wind or seismic loads that are described in IBC Section 1605.3.2. This 1/3 increase does not apply if design is completed using load and resistance factor design (LRFD) methods. Increases also do not apply to the resistance of uplift loads, nor to the soil properties provided in this report for modeling the pier response to lateral loads, nor the resulting lateral pier deflection vs. applied load graph. Piers should be considered to work in group action if the horizontal spacing is less than three pier diameters. A minimum practical horizontal clear spacing between piers of at least three diameters should be maintained, and adjacent piers should bottom at the same elevation. The capacity of individual piers must be reduced when considering the effects of group action. Capacity reduction is a function of pier spacing and the number of piers within a group. The following table presents capacity reductions for closely spaced piers. Description Value i Drilled pier spacing >3 diameters >2 to 3 diameters 1 to 2 diameters (center to center) 1 Pier capacity reduction None 30 percent 50 percent 1. End bearing values do not need to be reduced for closely spaced piers, if bottom of piers are at the same elevation. Responsive o,Resourceful o Reliable 11 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements i, Wheat Ridge, Colorado August 29, 2017 Terracon Project No. 25175237 To satisfy forces in the horizontal direction using the computer program LPile°, piers may be designed for the following lateral load criteria: Sc Sand materiz Nativ Cl " The claystone bedrock may be in modeled as a stiff clay. Lateral analysis should account for the center to center spacing and P -Y multiplier values per the following table: Pier center to center spacing P -multiplier, PM P -multiplier, PM P -multiplier, PM (in direction of loading) Row 1 Row 2 Row 3 and higher 3 x diameter 0.8 0.4 6 0.3 5 x diameter 1.0 0.85 0.7 The structural engineer should determine the reinforcement necessary for the piers. At a minimum, all piers should be reinforced full depth for the applied axial, lateral and uplift stresses imposed. The amount of reinforcing steel for expansion should be determined by the tensile force created by the uplift force on each pier, with allowance for dead load. 4.3.2 Drilled Pier Construction Considerations Drilling to design depth should be possible with conventional single -flight power augers; however, the presence of gravel and cobble could require the use of heavy-duty equipment or specialized drilling equipment. In addition, temporary steel casing of the pier shafts will most likely be required to properly drill and clean the piers prior to concrete placement. Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. Due to the anticipated groundwater conditions at the site, free -fall concrete placement in piers will not be suitable and a tremie will be required for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Pier -bearing surfaces Responsive a Resourceful ■ Reliable 12 Undrained Angle of Coeff. of 1 it Layer Unit Weight Shear Internal Subgrade Strain, s5o (pcf) Strength Friction, ! Reaction, k a ) (/o (psf) (D(degrees) (pci) ind gravel fill Is and native 105 N/A 30 60 N/A soils 1,000 -static a clay soils 105 1,000 0 0.005 400 -cyclic 2,000 -static aystone 115 6,000 0 0.004 800 -cyclic " The claystone bedrock may be in modeled as a stiff clay. Lateral analysis should account for the center to center spacing and P -Y multiplier values per the following table: Pier center to center spacing P -multiplier, PM P -multiplier, PM P -multiplier, PM (in direction of loading) Row 1 Row 2 Row 3 and higher 3 x diameter 0.8 0.4 6 0.3 5 x diameter 1.0 0.85 0.7 The structural engineer should determine the reinforcement necessary for the piers. At a minimum, all piers should be reinforced full depth for the applied axial, lateral and uplift stresses imposed. The amount of reinforcing steel for expansion should be determined by the tensile force created by the uplift force on each pier, with allowance for dead load. 4.3.2 Drilled Pier Construction Considerations Drilling to design depth should be possible with conventional single -flight power augers; however, the presence of gravel and cobble could require the use of heavy-duty equipment or specialized drilling equipment. In addition, temporary steel casing of the pier shafts will most likely be required to properly drill and clean the piers prior to concrete placement. Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. Due to the anticipated groundwater conditions at the site, free -fall concrete placement in piers will not be suitable and a tremie will be required for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Pier -bearing surfaces Responsive a Resourceful ■ Reliable 12 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 # Terracon Project No. 25175237 must be cleaned prior to concrete placement. A Terracon representative should observe the bearing surface and shaft configuration. Cobbles were encountered in the sand and gravel materials above bedrock. The presence of cobbles may impact drilled pier installation. The pier drilling contractor should anticipate the use of casing and specialized drilling techniques to penetrate the cobbles for pier installation. Pier casing will likely be required for installation of the drilled piers. Casing should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or caving soils or the creation of voids in pier concrete. Pier concrete should have a relatively high fluidity when placed in cased pier holes or through a tremie. Pier concrete with slump in the range of 5 to 7 inches is recommended for uncased piers. For cased piers, a slump in the range of 7 to 9 inches is recommended. Shaft bearing surfaces must be cleaned prior to concrete placement. A representative of the geotechnical engineer should observe the bearing surface, shaft configuration and shear ring installation. The top of the piers should be cylindrical in shape. Forms may be necessary at the top of the piers in order to minimize the disturbance of the soils and to maintain a cylindrical shape. Failure to provide this shape (i.e., allowing mushrooming of pier tops) may result in additional uplift forces and unanticipated movement. 4.4 Seismic Considerations Based on our subsurface exploration and laboratory testing, it is our opinion that the soils have a low risk of liquefaction. The following table presents the seismic site classification based on the 2015 International Building Code: Code Used Site Classification 2015 International Building Code (IBC)' C 1. In general accordance with the 2015 International Building Code. 2. The 2015 International Building Code (IBC) requires a site soil profile determination extending a depth of 100 feet for seismic site classification. The current scope requested does not include the required 100 foot soil profile determination. The deepest borings of this exploration extended to a maximum depth of about 25 feet and this seismic site class definition considers that similar soil conditions exist below the maximum depth of the subsurface exploration. Additional exploration to deeper depths could be performed to confirm the conditions below the current depth of exploration. Responsive ■ Resourceful ■ Reliable 13 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 1, Terracon Project No. 25175237 4.5 Exterior Flatwork Exterior slabs -on -grade and flatwork constructed on the existing fill materials will have a low to moderate risk of movement. The risk of movement for slabs -on -grade can be reduced to a slightly lower level if the subgrade materials are modified by overexcavating the materials to a depth of 3 feet and properly moisture conditioning and compacting the material to grade. 4.5.1 Exterior Flatwork Design Recommendations For structural design of exterior concrete slabs -on -grade, a modulus of subgrade reaction of 120 pci may be used for point or limited area loads for exterior slabs -on -grade at this site. Additional slab design and construction recommendations are as follows: Minimizing moisture increases in the backfill. V Controlling moisture -density during placement of backfill. Positive separations and/or isolation joints should be provided between exterior slabs and the structures to allow independent movement. t Control joints should be provided in slabs to control the location and extent of cracking. Exterior slabs should not be constructed on frozen subgrade Other design and construction considerations, as outlined in Section 302.1 R of the ACI Design Manual, are recommended. 4.5.2 Exterior Flatwork Construction Considerations Movements of exterior slab -on -grades using the above technique will likely be reduced and tend to be more uniform. Additional movement could occur should the subsurface soils become wetted to significant depths, which could result in potential excessive movement causing uneven exterior slabs and severe cracking. This could be due to over watering of landscaping, poor drainage, and/or broken utility lines. Therefore, it is imperative that the recommendations outlined in the Grading and Drainage section of this report be followed. 4.6 Lateral Earth Pressures We do not anticipate any of the structures will include below grade areas. If plans change, reinforced concrete walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to those indicated in the following table. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction Responsive ■ Resourceful a Reliable 14 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements w Wheat Ridge, Colorado August 29, 2017 i Terracon Project No. 25175237 and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown. Active earth pressure is commonly used for design of free-standing cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall movement. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. For active pressure movement S =Surcharge —� (0.002 H to 0.004 H) TS For at -rest pressure - No Movement Assumed Horizontal Finished Grade H Horizontal Finished Grade —p2---►�-p1—►1 Retaining Wall Earth Pressure Coefficient For Conditions Backfill Type' Active (Ka) I 0.42 At -Rest (Ko) I 0.58 Passive (Kp) 2.5 Equivalent Fluid Surcharge Earth Pressure, Density (pcf) Pressure, p, (psf) p2 (psf) Applicable conditions to the above include: 50 (0.42)S _ (50)H 70 (0.58)S (70)H 300 --- --- For active earth pressure, wall must rotate about base, with top lateral movements of about 0.002 H to 0.004 H, where H is wall height For passive earth pressure to develop, wall must move horizontally to mobilize resistance. Uniform surcharge, where S is surcharge pressure ■ In-situ soil backfill weight a maximum of 120 pcf ■ Horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density ■ Loading from heavy compaction equipment not included ■ No hydrostatic pressures acting on wall ■ No dynamic loading ■ No safety factor included in soil parameters Responsive ■ Resourceful Reliable 15 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements r Wheat Ridge, Colorado August 29, 2017 w Terracon Project No. 25175237 To control hydrostatic pressure behind earth -retaining walls we recommend that a drain be installed below the foundation of the wall with a collection pipe leading to a reliable discharge. If this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. For granular backfill, an equivalent fluid weighing 85 and 90 pcf should be used for active and at -rest, respectively. These pressures do not include the influence of surcharge, equipment or floor loading; these values should be added where applicable. Heavy construction equipment (such as cranes) should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. The preceding data are applicable only to cast -in-place concrete or modular block walls up to 4 feet in height. If taller single walls, tiered walls, or Mechanically Stabilized Earth (MSE) walls will be included in the proposed development, additional site-specific studies and laboratory testing will be required. In addition, the wall designer should perform standard wall design practices including analysis for overturning, sliding, bearing capacity and global stability, and results of these analyses should be provided for our review. Additional sampling, laboratory testing and document review associated with retaining walls is beyond the original scope of work but can be performed as a separate scope, for a separate fee. 5.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth -related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Responsive r Resourceful ■ Reliable 16 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements * Wheat Ridge, Colorado August 29, 2017 & Terracon Project No. 25175237 This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Responsive ■ Resourceful a Reliable 17 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 s Terracon Project No. 25175237 APPENDIX A FIELD EXPLORATION Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements a Wheat Ridge, Colorado August 29, 2017 & Terracon Project No. 25175237 Field Exploration Description The locations of the borings are presented in Exhibits A-3 and A-4. The borings were located in the field by measuring with a measuring wheel from property lines and/or existing site features. The latitude and longitude coordinates of the boring locations were obtained by a recreational grade GPS unit. The accuracy of the latitude and longitude values is typically about +/- 25 feet when obtaining the values using this method. The elevations of the borings were obtained by using a level and assigning north edge of a sanitary sewer manhole rim south of Boring No. 3 the an elevation of 100.0. The accuracy of the boring locations and elevations should only be assumed to the level implied by the methods used. The borings were drilled with a CME -55 truck -mounted drill rig with solid -stem augers. During the drilling operations, lithologic logs of the borings were recorded by the field engineer. Relatively undisturbed samples were obtained at selected intervals utilizing a 3 -inch outside diameter ring barrel sampler (RS). Disturbed bulk samples (BS) were obtained from auger cuttings. Penetration resistance values were recorded in a manner similar to the standard penetration test (SPT). This test consists of driving the sampler into the ground with a 140 -pound hammer free -falling through a distance of 30 inches. The number of blows required to advance the ring -barrel sampler 12 inches (18 -inches for standard split -spoon samplers, final 12 -inches are recorded) or the interval indicated, is recorded and can be correlated to the standard penetration resistance value (N - value). The blow count values are indicated on the boring logs at the respective sample depths, ring barrel sample blow counts are not considered N -values. An automatic hammer was used to advance the samplers in the borings performed on this site. A greater efficiency is typically achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. Published correlations between the SPT values and soil properties are based on the lower efficiency cathead and rope method. This higher efficiency affects the standard penetration resistance blow count value by increasing the penetration per hammer blow over what would be obtained using the cathead and rope method. The effect of the automatic hammer's efficiency has been considered in the interpretation and analysis of the subsurface information for this report. The standard penetration test provides a reasonable indication of the in-place density of sandy type materials, but only provides an indication of the relative stiffness of cohesive materials since the blow count in these soils may be affected by the soils moisture content. In addition, considerable care should be exercised in interpreting the N -values in gravelly soils, particularly where the size of the gravel particle exceeds the inside diameter of the sampler. Groundwater measurements were obtained in all borings at the time of drilling. Due to safety concerns, borings were backfilled with auger cuttings and patched with asphalt were necessary after drilling was performed. Some settlement of the backfill may occur and should be repaired as soon as possible. Exhibit A-1 ,. C Y 16 4 _ f • 4! •1/� 1•t _ ! pan. iF tlta lit li� ,1 �'_} �* "' � f lY ,, it / j( ]f � �� � _"*'•� - ',.- '}f�• I � I.,e t ST-'.5RTH � - _ P _ AVt:-�J� ��__ � � w •�Fa1k'. s tib I V M hletr' t Fiefpc \It� -1716 WIN S a _-- .'" x _ ��� R:rr,tvJlj Rldpe Perk i rf --�. � - - f r' ' �` _ r � .� Y `" 1 � •n S� ,ST \ Sill w ` Sys. • 'g�.LSt6f' _.�nn°IfiCc,AO'._ ` �� Uva'I F' j•+! f f at �,'.�` -� m� I "'�" � i .t • r{ � j I _� F!'nninRlua r ..� � �1 �� � 1�. 71 4 A mill LI IIL T } $T� , JLC #la Nr �'r !. b i• -f IilM41tC 1 tl f j :2s _r — Saur s 71, ( YVt�IGr�lcti �4 H f .t r s� �- I 'ii 1 ■ i � � t 1 it . TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY QUADRANGLES INCLUDE: GOLDEN, CO (1/1/1994) and ARVADA, CO (1/1/1994). Project Manager: Project No. WDR 251SITE LOCATION Exhibit Drawn by: cMw Kate: 1"==22.0000 0 Irerracon PROPOSED ROCKY MOUNTAIN BOTTLING Checked by: SBM FileNair)(_2 & A-3 10626 W 170 Frontage Rd N Ste 3 COMPANY IMPROVEMENTS A_2 Approved by: WDR Date: 8/25/2017 WheatRldge,C06o033-1729 TWEST WHEARIDGE, COLORADO f t N N .A -Ir 4 LEGEND Approximate Boring Location ® DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS Temporary Benchmark: North edge of sanitary sewer AERIAL PHOTOGRAPHY PROVIDED NOT INTENDED FOR CONSTRUCTION PURPOSES manhole rim. Assigned elevation = 100.0 feet. BY MICROSOFT BING MAPS Project Manager: WDR Project 255 175237 Irerracon 10625 W 170 Frontage Rd N Ste3 Wheat Ridge, CO 60033-1729 AERIAL IMAGE EXPLORATION PLAN Exhibit Drawn by:CMW ScaIeASSHOWN PROPOSED ROCKY MOUNTAIN BOTTLING COMPANY IMPROVEMENTS 10619 WEST 50TH AVENUE A-3 Checked by: SBM File Narr�e_2&A-3 Approved by: WDR Date: 8/25/2017 WHEAT RIDGE COLORADO >cy I I�, f �,f 1 - - - - - • - -- — - - - -. _ I I ', j, - - - � ' I i i � � ,. _-�-�-ter-__- ! T F f Tom_• { _\ _ .� .. � Ti. C., L '8' 1 7�\ I I _tw- LA 1 C f f tiit�. f rfp � �... r� ��;� 1.� � J��•jY�IJ�.7P �.JrL�J•J�ri F •,... r. it C K .� 1 I '�•_. I" _ I I f . LEGEND Approximate Boring Location ® Temporary Benchmark: North edge of sanitary sewer DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS manhole rimAssigned elevation = 100.0 feet. AERIAL PHOTOGRAPHY PROVIDED . NOT INTENDED FOR CONSTRUCTION PURPOSES g BY MICROSOFT BING MAPS Project Manager: Project No. WDR 255 175237 BORING LOCATION PLAN Exhibit Drawn by: CMW Scale: ASSHOWN Irerracon PROPOSED ROCKY MOUNTAIN BOTTLING Checked by: SBM File Name: A-4 10626W170Frontage RdN Ste3 COMPANY IMPROVEMENTS A-4 Approved by: Date: Wheat Ridge, CO 80033-1729 10619 WEST 50TH AVENUE WDR 8/25/2017 WHEAT RIDGE COLORADO J W O Z t7 O J H N 0 W 0 BORING LOG NO. 1 Page 1 of 1 PROJECT: Proposed Rocky Mountain Bottling Company Improvements CLIENT: MillerCoors, LLC SITE: 10619 West 50th Avenue Wheat Ridge, Colorado c9 a LOCATION See Exhibit A-2 Latitude: 39.79101° Longitude: -105.11699° Approximate Surface Elev: 107.3 (Ft.) +/- DEPTH ELEVATION Ft. _ ii LU o w W z a W� F- w m¢ O awrn a F j Ico w w LL o e w m o W Z ¢w 3 Z O DLL }= a W w ATTERBERG LIMBS W w Z W v M a LL -PL -PI FILL -CLAYEY SAND (SCI, calcareous, with gravel and occasional cobbles, light brown, loose 9.0 98.5+/- 5 1 20- 2 8-7 7 99 t 6-6 7 93 '' ° O () Q o 0° CLAYEY GRAVEL MC), calcareous, with sand and occasional cobbles, light brown, dense 12.0 95.5+/- 22-50/5" 3 105 22-12-10 45 CLAYSTONE, trace sand, gray brown, medium hard to hard 250 82.5+/- 16-45 +1.8 @ 500 PSf 18 108 24-50/4" 50/6" Boring Terminated at 25 Feet Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: 4 -inch continuous flight power auger See Exhibit A-1 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Elevation of boring obtained using a level and the north edge of a sanitary sewer manhole rim located at coordinates 39.790° -105.1155° with a known elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS Irerracon 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO Boring Started: 08-09-2017 Boring Completed: 08-09-2017 None encountered while drilling Drill Rig: CME -55 Driller: Vine Project No.: 25175237 Exhibit: A-5 a O O } Y 0 O 11 W O Q. cc 0 - LU W 3 0 z 0 0 it a N O W 0 BORING LOG NO.2 Pae 1 of 1 PROJECT: Proposed Rocky Mountain Bottling Company Improvements CLIENT: MillerCoors, LLC SITE: 10619 West 50th Avenue Wheat Ridge, Colorado 0 x O LOCATION See Exhibit A-2 Latitude: 39.79085° Longitude: -105.11679° Approximate Surface Elev: 105.0 (Ft.) +/- DEPTH ELEVATION Ft. _ d W o z ¢ W lr W m O a >> W J Q N rnrn ' rn w of W o J W W w Z Q W 3 Z Ov FLL }= o w ATTERBERG LIMITS N w z Z v a LL-PL-PI FILL -CLAYEY SAND (SQ1, with gravel, calcareous, brown, loose 4.0 101+/_ 5 1 1 2 8-9 500 @sf 6 82 ° Qa )" o Q ; ® D 0 WELL GRADED GRAVEL QW-GMI, with silt, sand and occasional cobbles, fine grained, red-brown, dense to very dense 10.0 95+/- 28-50/4" NP 6 50/5" 8 109 CLAYSTONE, gray, firm to medium hard 20.0 85+/_ Boring Terminated at 20 Feet 17-19 13 11191 18-50/5" Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: flinch continuous flight power auger See Exhibit A-1 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Elevation of boring obtained using a level and the north edge of a sanitary sewer manhole rim located at coordinates 39.790° -105.1155° with a known elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS Irerracon 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO Boring Started: 08-09-2017 Boring Completed: 08-09-2017 Encountered at 14 feet while drilling Drill Rig: CME-55 Driller: Vine Project No.: 25175237 Exhibit: A-6 BORING LOG NO.3 Pae 1 of 1 PROJECT: Proposed Rocky Mountain Bottling CLIENT: MillerCoors, LLC Company Improvements SITE: 10619 West 50th Avenue Wheat Ridge, Colorado 0 O v Q- LOCATION See Exhibit A-2 Latitude: 39.7904° Longitude: -105.11564° Approximate Surface Elev: 104.3 (Ft.) +/- DEPTH ELEVATION Ft. _ a W p rn w � -j ¢ W� F W ¢ m �O 0-} �W J a ¢ (n F � oD w W � W — J <n o W z �W 3 z O U & j t- = o W ATTERBERG LIMITS � Z LL Z v Of ul d LL -PL -PI 0.5 ASPHALT, (about 6 inches) 104+/ - FILL - CLAYEY SAND (SCS, calcareous, trace gravel, brown, loose 6-7 14 107 4-7 14 107 30-13-17 45 5 6.0 98.5+/ - 10- LEAN CLAY (CLI, with sand, calcareous, brown, very stiff 7-13 +0.1 @ 23 98 13.0 13.0 91.5+/ -CLAYEY ° GRAVEL MC), with sand and occasional cobbles, brown, very dense 50/2" 5 ., o ©1 16.0 88.5+/- CLAYSTONE, gray to gray brown, firm to medium hard 79.5+/- 2 2 11-24 125.0 23-36 Boring Terminated at 25 Feet Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: 4 -inch continuous flight power auger See Exhibit A-1 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Elevation of boring obtained using a level and the north edge of a sanitary sewer manhole rim located at coordinates 39.790° -105.1155° with a known elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings and patched with asphalt upon completion. WATER LEVEL OBSERVATIONS Irerracon Boring Started: 08-09-2017 Boring Completed: 08-09-2017 Encountered at 19 feet while drilling Drill Rig: CME -55 Driller: Vine 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO Project No.: 25175237 Exhibit: A-7 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements Wheat Ridge, Colorado August 29, 2017 - Terracon Project No. 25175237 APPENDIX B LABORATORY TESTING Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements �­ Wheat Ridge, Colorado August 29, 2017 o, Terracon Project No. 25175237 Laboratory Testing Description Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System and the Description of Rock Properties presented in Appendix C. At this time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and the Boring Logs were prepared. The Boring Logs are included in Appendix A. Laboratory test results are included in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. All laboratory tests were performed in general accordance with the applicable local or other accepted standards. Selected soil and bedrock samples were tested for the following engineering properties: Water content 0 Atterberg limits Dry density Ot Swell/consolidation Grain size distribution Water soluble sulfate content Exhibit B-1 SWELL CONSOLIDATION TEST 8 CLAYSTONE 108 18 6 4 r m N OC r 0 C7 w 52 2 w a a0 0 z Z o Q 011 w J H Q 'a X � Q O } Y o -2 0 O a O a r N -Y A r N N N a O Z -6 N 7 Z Q fq JI U) z-8 °, 100 1,000 10,000 O F o PRESSURE, psf a w J a Z U' w 0 2 LL Specimen Identification Classification pct WC, � 1 14 - 15 ft a w NOTES: Water added at 500 psf. LL 0 J a H 0 Z w a PROJECT: Proposed Rocky Mountain Bottling N Company Improvements PROJECT NUMBER: 25175237 Lo SITE: 10619 West 50th Avenue Irerracon CLIENT: MillerCoors, LLC Wheat Ridge, Colorado 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO 0 5 EXHIBIT: B-2 CLAYSTONE 108 18 6- 4- 2— Z 42 Z �a Y (n L J a It -2- -4- -6— D 2A-6D -8 100 SWELL CONSOLIDATION TEST 1,000 10,000 PRESSURE, psf Specimen Identification Classification %, pcf wC, 072 2- 3 ft FILL - CLAYEY SAND SC 82 6 NOTES: Water added at 500 psf. Sample may have been disturbed. PROJECT: Proposed Rocky Mountain Bottling Company Improvements SITE: 10619 West 50th Avenue Wheat Ridge, Colorado Irerracon 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO PROJECT NUMBER: 25175237 CLIENT: MillerCoors, LLC EXHIBIT: B-3 ¢lo ] � Z qJ L Y (n L J Q 1 j( s ts 6- 4- 2— ¢ I o 42 -2- -4- -6- -8L 2-6-8 100 SWELL CONSOLIDATION TEST 1,000 10,000 PRESSURE, psf Specimen Identification Classification Ya pcf Wc, % 3 9 - 10 ft LEAN CLAY CL 98 23 NOTES: Water added at 500 psf. I SITE: 10619 West 50th Avenue Wheat Ridge, Colorado Irerracon 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO PROJECT NUMBER: 25175237 CLIENT: MillerCoors, LLC EXHIBIT: B-4 100 95 90 85 80 75 70 0 65 U = S w 60 u =I>_ 55 = m Z50 H 45 u Z - W L 40 Lu CL 35 c r 30 0 25 20 GRAIN SIZE DISTRIBUTION ASTM D422 / ASTM C136 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER A 7 I 1M Z a in 4a ']n an Inn onn 1 .1 1 11■rIIIIII��Y■IYIiiI�Y111111YII111Y1■1111111■■1111111■■ 11■■IIII1111■■IIII11�■■1111111■■1111111■■1111111■■ 11■■IIIIIIII■■1111111■i1111111■■1111111■■1111111■■ 11■■1111111■■1111111■i�I.111111■■1111111■■1111111■■ 11■■IIII1111�■1111111■■IIi��11■■1111111■■1111111■■ 11■■11111111■1111111■■III11�1■■1111111■■1111111■■ 11■■1111111th■1111111■■1111111■■1111111■■1111111■■ !11■■111111111■1111111■■1111111■■1111111■■1111111■■ '11■■IIIIIIII■1111111■■1111111■►■1111111■■1111111■■ 11■■1111111■■1111111■■1111111■` 1111111■■1111111■■ 11■■1111111■�., 1111111■■1111111■■�I�IIII■■1111111■■ 11■■1111111■■!111111■■1111111■■1111111■■1111111■■ 11■■111111■■■Ii�1111■■1111111■■1111111■■1111111■■ 11■■1111111■■III1��1■■1111111■■1111111■■1111111■■ 11■■Ilrllll■■III1111��11111111■■1111111■■1111111■■ 11■■111111■■■1111111■■Ili!�11■■1111111■■1111111■■ 11■■1111111■■1111111■■IIII1�1■■1111111■■1111111■■ 11■■Ilwllll■■1111111■■IIIIIIL��III1111■■1111111■■ 11■■1111111■■1111111■■1111111■Irll!1111■■1111111■■ 11■■1111111■■1111111■■1111111■■1111111■■1111111■■ 1/ 10 1 1 11 11 GRAIN SIZE IN MILLIMETERS Boring ID Depth COBBLES GRAVEL SAND SILT OR CLAY PL coarse fine coarse I medium fine I Cu Boring ID Depth USCS Classification AASHTO Classification WC(0/6)j LL PL I PI Cc I Cu • 1 9.10 CLAYEY SAND (SC) A4(1) 3 22 12 10 Z 2 4 - 5 WELL -GRADED GRAVEL with SILT and A -1-a(0) NP NP NP 1.78 119.17 Boring ID Depth D100 D60 D30 D70 %Gravel %Sand %Silt %Fines %Clay • 1 9-10 9.5 0.212 4.1 50.5 45.4 X1 2 4-5 37.5 22.355 2.729 0.188 67.1 26.7 6.3 PROJECT: Proposed Rocky Mountain Bottling Company Improvements PROJECT NUMBER: 25175237 SITE: 10619 West 50th Avenue Irerracon CLIENT: Miller Coors Wheat Ridge, Colorado 10625 W 170 Frontage Rd N Ste 3 Wheat Ridge, CO EXHIBIT: B-5 Notes: Remarks: Exhibit B•6 Initial Dry Density and Initial Water 1 Remolded Compacted density (about 95% of ASTM D698 maximum density near optimum moisture content) Content are in-situ values unless 2 Remolded Compacted density (about 95% of ASTM D1557 maximum density near optimum moisture content) otherwise noted. 3 Water added to sample /� = Partially disturbed sample 4 Dry density and/or moisture content determined from one nng of a multi -ring sample 1 f�rr�con - = Compression/settlement 5 Minus #200 Only NV = no value 6 Moisture -Density Relationship Test Method ASTM D6981AASHTO T99 NP = non -plastic 7 Moisture -Density Relationship Test Method ASTM D15571AASHTO T180 SUMMARY OF LABORATORY TEST RESULTS Proposed Rocky Mountain Bottling Company Improvements - Wheat Ridge, Colorado Terracon Project No. 25175237 Boring No. Depth (ft.) USCS Class. Initial Dry Density (pcf) Particle Size Distribution, Percent Passing by Initial Swell/Consolidation Weight Water Content (%) Surcharge (ksf) Swell (%) 1-112" #4 #10 #40 #200 Atterberg Limits LL PI Water Soluble Sulfates M Remarks 1 2 SC 99 7 <0.1 4 1 4 SC 93 7 4 1 9 SC 105 3 100 96 88 70 45 22 10 4 1 14 108 18 0.5 +1.8 3,4 2 2 SC 82 6 0.5 -2.8 3,4 2 4 GW -GM 100 33 28 1 17 6 NV NP 4 2 9 GW -GM 109 8 4 2 14 119 13 4 3 2 SC 107 14 <0.1 4 3 4 SC 107 14 45 30 17 4,5 3 9 CL 98 23 0.5 +0.1 3,4 3 14 SC 5 4 Notes: Remarks: Exhibit B•6 Initial Dry Density and Initial Water 1 Remolded Compacted density (about 95% of ASTM D698 maximum density near optimum moisture content) Content are in-situ values unless 2 Remolded Compacted density (about 95% of ASTM D1557 maximum density near optimum moisture content) otherwise noted. 3 Water added to sample /� = Partially disturbed sample 4 Dry density and/or moisture content determined from one nng of a multi -ring sample 1 f�rr�con - = Compression/settlement 5 Minus #200 Only NV = no value 6 Moisture -Density Relationship Test Method ASTM D6981AASHTO T99 NP = non -plastic 7 Moisture -Density Relationship Test Method ASTM D15571AASHTO T180 Geotechnical Engineering Report Irerracon Proposed Rocky Mountain Bottling Company Improvements is Wheat Ridge, Colorado August 29, 2017 w Terracon Project No. 25175237 APPENDIX C SUPPORTING DOCUMENTS GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS CONSISTENCY OF FINE-GRAINED SOILS BEDROCK SOILS Water Initially (HP) Hand Penetrometer (More than 50! retained on No 200 sieve.) (50% or more passing the No. 200 sieve.) Density determined by Encountered Standard Penetration Resistance field visual -manual procedures or standard penetration Auger Shelby Tube Split Spoon Includes ravels. sands and silts. r Water Level After a �- Specified Period of Time (T) Torvane Descriptive Standard term water a � 8 J � Water Level After ll— (b/f) Standard Penetration level observations. Descriptive � Term ; a Specified Period of Time (n Test penetration or Sampler Sampler penetration or Term (Density) (blows per foot) BtowslFt. (Consistency) Z Rock Macro Modified W BlowslFt. W (Consistency) IX J Core Core California _j Water levels indicated on the soil boring � N N value Blows/Ft. D- Ring Sampler � logs are the levels measured in the � Very Soft less than 500 0-1 � U)`'r pn W Q borehole at the times indicated. Groundwater level variations will occur W � {PID) Photo -Ionization Detector 3: over over time. In low permeability soils, � Loose Grab No Modified 7 - t8 determination of groundwater 500 to 1,000 (OVA) Organic Vapor Analyzer 3 - 4 30-49 20-29 Sample Recovery Dames &Moor Z levels is not possible with short UJ Medium Dense DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve, their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. N Dense 30-50 59-98 Stiff 2.000 to 4,000 8-14 1 D - 18 90-119 50 - 74 Hard Very Dense > 50 > 99 Very Stiff 4.000 to 8,000 15-30 19-42 > 119 >74 Very Hard Hard > 8,000 > 30 > 42 RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) Percent of Major Component Particle Size of other constituents Dry Weight of Sample Trace < 15 Boulders Over 12 in. (300 mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm Silt or Clay Passing #200 sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Term(s) Percent of Term Plasticity Index of other constituents Dry Weight Non -plastic 0 Trace < 5 Low 1 -10 With 5-12 Medium 11-30 Modifier > 12 High > 30 Irerracon Exhibit C-1 RELATIVE DENSITY OFCOARSE-GRAINED CONSISTENCY OF FINE-GRAINED SOILS BEDROCK SOILS (More than 50! retained on No 200 sieve.) (50% or more passing the No. 200 sieve.) Density determined by Consistency determined b1' laboratory shear strength testing. Standard Penetration Resistance field visual -manual procedures or standard penetration Includes ravels. sands and silts. resistance Descriptive Standard term water Descriptive Unconfined Standard Ring Sampler Ring level observations. Descriptive N RELATIVE DENSITY OFCOARSE-GRAINED CONSISTENCY OF FINE-GRAINED SOILS BEDROCK SOILS (More than 50! retained on No 200 sieve.) (50% or more passing the No. 200 sieve.) Density determined by Consistency determined b1' laboratory shear strength testing. Standard Penetration Resistance field visual -manual procedures or standard penetration Includes ravels. sands and silts. resistance Descriptive Standard Ring Descriptive Unconfined Standard Ring Ring Standard Descriptive N Term penetration or Sampler Term Compressive penetration or Sampler Sampler penetration or Term (Density) N -Value BtowslFt. (Consistency) StQunP N -Value BlowslFt. BlowslFt. N -Value (Consistency) IX Blows/Ft. f, Blows/Ft. Blows/Ft. W ~ Very Loose 0-3 0 - 6 Very Soft less than 500 0-1 < 3 < 30 < 20 Sot, � Loose 4-9 7 - t8 Soft 500 to 1,000 2-4 3 - 4 30-49 20-29 Firm Z UJ Medium Dense 10-29 19-58 Medium -Stiff 1,000 to 2.000 5. 7 5-9 50.89 30.49 Medium Hard H N Dense 30-50 59-98 Stiff 2.000 to 4,000 8-14 1 D - 18 90-119 50 - 74 Hard Very Dense > 50 > 99 Very Stiff 4.000 to 8,000 15-30 19-42 > 119 >74 Very Hard Hard > 8,000 > 30 > 42 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Gravels: Clean Gravels: More than 50% of Less than 5% fines ° Qi > 4 and 1 < Cc < 3 E Cu < 4 and/or 1 > Cc > 3 E Fines classify as ML or MH coarse fraction retained Gravels with Fines: Coarse Grained Soils: on No. 4 sieve More than 12% fines' Ines classify as CL or Ca More than 50% retained Sands: 50% or more of coarse fraction passes No. 4 Clean Sands:Cu Less than 5% fines ° on No. 200 sieve > 6 and 1 < Cc < 3 E _ E Cu < band/or 1 > Cc > 3 Sands with Fines: Fines classify as ML or MH sieve More than 12% fines ° Fines classify as CL or CH d-pl i Inorganic: Fine -Grained Soils: 50% or more passes the No. 200 sieve r s an ays. Liquid limit less than 50 Organic: Soil Classification Group Group Name Symbol B _,F < 0.75 1 OL K,L,M,O Inorganic: K.L Silts and Clays: PI plots below "A" line MH Elastic Silt ' Liquid limit 50 or more Liquid -limit =-oveTrd led- Organicday Organic: -0.7-15 OH _ K.L M P Liquid limit- not dried Organic silt K.L,M,O —_ Primadi Lorganicmattecfdarkiu-color-and_organic odor PI Rant A e Based on the material passing the 3 -inch (75 -mm) sieve (frfWAMW3Plgrq%li{.riq@ORWO).boulders, or both, add "with cobbles C �ISJittlt3i�k,tGV�PbCfJF1�Ir��+1G�l�i���Y9J�@IQI6fa��lF�'�HtBfpoded graded gravel with silt, GP -GC poorly graded gravel with clay. ��rf� it►� tt�W'- � Baal t4@I�y,g1N=�M Wrgr§fid sand with silt, SP -SC poorly graded sand with clay (D30) z E Cu = D60/D,o Cc= D10 x D60 F If soil contains >_ 15% sand, add 'Wth sand" to group name. if nes classify as , use dual symbol GC -GM, or SC -SM. 60 r—'—__T--T�—i 50 IX 40 0 Z >- 30 I— U Q 20 J I1 10 7 4 0 0 A H If fines are organic, add 'wvith organic fines" to group name. If soil contains >_ 15% gravel, add "with gravel" to group name. K If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. itiWih�gtyrl�yplus No. 200, add "with sand" or "with gravel," grra*gtgtWns > 30% plus No. 200 predominantly sand, add "sandy" to M I"EgRntMryt&u0Q%tfI(V.s No. 200, predominantly gravel, add N PI >_ 4 and plots on or above "A" line. P PI < 4 or plots below "A" line. o PI plots on or above "A" line. PI plots below "A" line. 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) Irerracon Exhibit C-2 DESCRIPTION OF ROCK PROPERTIES WEATHERING Fresh Rock fresh, crystals bright, few joints may show slight staining. Rock rings under hammer if crystalline. Very slight Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright. Rock rings under hammer if crystalline. Slight Rock generally fresh, joints stained, and discoloration extends into rock up to 1 in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored. Crystalline rocks ring under hammer. Moderate Significant portions of rock show discoloration and weathering effects. In granitoid rocks, most feldspars are dull and discolored; some show clayey. Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock. Moderately severe All rock except quartz discolored or stained. In granitoid rocks, all feldspars dull and discolored and majority show kaolinization. Rock shows severe loss of strength and can be excavated with geologist's pick. Severe All rock except quartz discolored or stained. Rock "fabric" clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent. Some fragments of strong rock usually left. Very severe All rock except quartz discolored or stained. Rock "fabric" discernible, but mass effectively reduced to "soil" with only fragments of strong rock remaining. Complete Rock reduced to "soil". Rock "fabric" not discernible or discernible only in small, scattered locations. Quartz may be present as dikes or stringers. HARDNESS (for engineering description of rock - not to be confused with Moh's scale for minerals) Very hard Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows of geologist's pick. Hard Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach hand specimen. Moderately hard Can be scratched with knife or pick. Gouges or grooves to % in. deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Medium Can be grooved or gouged 1/16 in. deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1 -in. maximum size by hard blows of the point of a geologist's pick. Soft Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. Very soft Can be carved with knife. Can be excavated readily with point of pick. Pieces 1 -in. or more in thickness can be broken with finger pressure. Can be scratched readily by fingernail. -------ed---------— -_-----.---:--- Joint, Bding, and Foliation Spacing m—Rock Spacing Joints Bedding/Foliation Less than 2 in. Very close Very thin 2 in. -1 ft. Close Thin 1 ft. -3 ft. Moderately close Medium 3 ft. -10 ft. Wide Thick More than 10 ft. Very wide Very thick a. Spacing refers to the distance normal to the planes, of the described feature, which are parallel to each other or nearly so. Rock Quality Designator (ROD) a _ Joint Openness Descriptors ROD, as a percentage Diagnostic description Openness Descriptor Exceeding 90 Excellent No Visible Separation Tight 90-75 Good Less than 1/32 in. Slightly Open 75-50 Fair 1/32 to 1/8 in. Moderately Open _ - - - _------- _ 50-25 Poor 1/8 to 3/8 in. Open Less than 25 Very poor 3/8 in. to 0.1 ft. Moderately Wide a. RQD (given as a percentage) = length of core in pieces Greater than 0.1 ft. Wide 4 in. and longer/length of run. References: American Society of Civil Engineers. Manuals and Reports on Engineering Practice - No. 56. Subsurface Investigation for Design and Construction of Foundations of Buildings. New York: American Society of Civil Engineers, 1976. U.S. Department of the Interior, Bureau of Reclamation, Engineering Geology Field Manual. Irerracon Exhibit C-3 Certificate of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:20110071 Issued: 11/02/2015 Stipulations: Install silos, cullet bunker, modify sand plant & cullet. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: MillerCoors 10619 W 50TH AVE WHEAT RIDGE CO 80033-6717 Contractor: For the Following Purpose: Comm. Accessory Stru Code Editions NO change shall be made in the USE of 2012 ICC/2014 NEC this building without prior notice 72006 ICC/2011 NEC and a new Certificate Of Completion 006 ICC/2005 NEC from the City of Wheat Ridge. Other �M=-- wno FICATE MUST BE POSTED B FRONT DOOR OF COMMERCIAL OCCUPANCIES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. CSA DRAWING LIST SHEET N0. DRAWING TITLE REV. N0. LATEST REVISION DATE CSA000 TITLE SHEET 0 01-14-11 CSA001 GENERAL NOTES AND STRUCTURAL DESIGN CRITERIA 1 14-11-10 XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT AS RECORDED RIS ISSUED FOR BULLETIN #1 LT ISSUED FOR CONSTRUCTION RMBC 'C' FURNACE CONVERSION TO FLINT - 2011 WHEAT RIDGE, COLORADO PROJECT No. 8145.834 CONCRETE DRAWING LIST SHEET DRAWING TITLE NO . LATEST REVISION DATE C001 CULLET PROCESSING - RAIL CAR UNLOADING AREA PLAN 1 20-11-10 C002 CULLET PROCESSING - RAIL CAR UNLOADING SECTIONS & DETAILS 2 01-14-11 C003 CULLET PROCESSING - FLOOR SLAB REWORK 1 19-11-10 C004 CULLET PROCESSING - RETAILING WALL 1 19-11-10 C005 BUILDING AREA 25 - GLASS BUNKER 1 22-11-10 C006 BUILDING AREA 25 - GLASS BUNKER DETAILS 1 22-11-10 C007 AIR COMPRESSOR BUILDING - BUILDING SLAB & FOUNDATION 1 22-11-10 C008 SILO 13 - FOUNDATION, PLAN SECTION & DETAIL VIEWS 1 17-11-10 C009 CULLET PROCESSING - -RAIL CAR UNLOADING SECTIONS & DETAILS 0 20-12-10 XXXX X X 27-10-10 XXXX X X 27-10-10 XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY 02/21/12 mnocmu� 11 e STRUCTRUAL DRAWING LIST SHEET N0. DRAWING TITLE REV. N0. LATEST REVISION DATE 5001 SILO 13 - ELEVATION AND PLAN VIEWS - GENERAL ARRANGEMENT 2 21-12-10 S002 SILO 13 - SECTIONS & DETAILS 0 18-11-10 S003 SILO 13 - SECTIONS & DETAILS 1 22-12-10 S004 SILO 13 - SECTIONS & DETAILS 0 18-11-10 S005 SILO 13 - STAIRS AND LANDING - SECTIONS & DETAILS 1 22-12-10 S006 SILO 13 - TRUSS DIAGRAM DESIGN LOADS 0 18-11-10 S007 CULLET STORAGE AREA, NEW FLINT CONVEYOR SUPPORT CULLETSTORGAE SILO SUPPORT 0 06/12/10 S008 CULLET STORGAE AREA, TWIN SILO SECTIONS & DETAILS - NEW FLINT CONVEYOR SUPPORT 0 06-12-10 S009 CULLET STORAGE AREA, NEW FLINT CONVEYOR SUPPORT BUILDING (OLD CAND PLANT) 0 06-12-10 SO10 CULLET STORAGE AREA, SELENIUM PRE -MIX NEW PLATFORM & STAIRS 0 06-12-10 SO11 HOZ TRUSS & UPPER PLATFORM 12" EXTENSION (BOTH ENDS) 2 10-1-7 S012 BATCH HOUSE - SILO 1 THRU 6 - FLINT CONVEYOR SUPPORT 0 17-12-10 S013 BATCH HOUSE. SILO 1 THRU 6 MODIFICATION FOR NEW CONVEYOR SUPPORT 0 17-12-10 S014 BATCH HOSE, SILO #9 MODIFICATION FOR NEW CONVEYOR SUPPORT 0 11-30-10 S015 BATCH HOSUE, EP SILO AREA SILO & FLINT CONVEYOR SUPPORT 0 17-12-10 S016 BATCH HOUSE. EP SILO AREA MISC ELEVATION, DETAIL & SECTIONS 0 17-12-10 S017 BATCH HOUSE, EP EQUIPMENT PLATFORM 0 17-12-10 S018 CULLET PROCESSING, MIXED CULET PLATFORM & STAIRS MODIFICATIONS 0 01-14-11 S019 CULLET PROCESSING, DUCT COLLECTOR TOWER MODIFICATIONS 0 01-14-11 S020 BUILDING 25 AREA, GLASS BUNKER SHED ROOF 0 03-12-10 5021 BUILDING 25 AREA, COLD FLINT BUNKER SECTION, DETAILS & ENCLOSURE 0 08-12-10 S022 BUILDING 25 AREA COLD FLINT CONVEYOR SUPPORT 0 08-12-10 S023 EP AREA, RECEIVER TANK SUPPORT PLATFORM 0 13-12-10 S024 BUILDING AREA 25 - BOTTLE CRUSHER SUPPORT PLATFORM 1 01-14-11 5025 SILO 13 - EQUIPMENT PLATFORM & FLINT CONVEYOR STAIRS 0 22-12-10 1 02/21/12 AS RECORDED RIS - - 0 01/14/11 UPDATED REVISION LEVELS LT RIK e e DRAWN BY DATE EGB 10/22/10 FT, F. 397212CSA000.dwg ISSUED FOR BY DATE I ISSUED FOR BY DATE NO. DATE REVISION B =BY° ^'BY I SCALE FULL REFERENCE DRAWING LIST SHEET N0. DRAWING TITLE REV. N0. LATEST REVISION DATE XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY XXXX X X DD -MM -YY CHECKED BY " DATE APPROVED BY DATE PROJECT NUMBER 8145.384 SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # CSA000 1 1 "C" FURNACE CONVERSION TO FLINT U""MIM 11UPID1 RMBC WHEAT RIDGE, CO G-3972 GENERAL NOTES: 1. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND DESIGN STANDARDS TO SUPPORT IN PLACE DESIGN LOADS IN A COMPLETED STRUCTURE. 2. PROVIDE TEMPORARY SUPPORT, SHORING, BRACING OR OTHER SYSTEMS AS REQUIRED TO RESIST ALL FORCES THAT WILL BE IMPOSED DURING HANDLING AND ERECTION OF THE STRUCTURE. 3. THE DRAWINGS INDICATE DESIGN INTENT. CONTRACTOR IS RESPONSIBLE TO OBSERVE PROJECT SITE AND VERIFY THE CONSTRUCTABILITY OF THE DESIGN PRIOR TO STARTING WORK. IF THE DESIGN INTENT CANNOT BE ACCOMMODATED THE CONTRACTOR IS TO INFORM THE OWNERS ENGINEER AS SOON AS POSSIBLE. THE CONTRACTOR CAN SUBMIT ALTERNATE DETAILS THAT COMPLY WITH THE DESIGN INTENT TO REDUCE COST OR IMPROVE SCHEDULE. THESE DETAILS MUST BE APPROVED BY THE OWNERS ENGINEER BEFORE ANY CHANGES ARE IMPLEMENTED. THE ENGINEER IS NOT RESPONSIBLE FOR THE INTEGRITY OF THE CHANGES IF NOT CONSULTED BEFORE IMPLEMENTATION OF THE CHANGE. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO THE EXISTING CONSTRUCTION, EXISTING SERVICES AND THE EXISTING SITE. NOTIFY THE OWNERS ENGINEER OF ANY VARIATIONS. 5. STRUCTURAL LOAD CRITERIA TO FOLLOW IS BASED UPON THE REQUIREMENTS LISTED IN THE 2006 IBC BUILDING CODE. 6. SEE STRUCTURAL DESIGN CRITERIA TABLE (THIS SHEET) FOR LOAD DATA. 7. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER'S PERSONNEL SO AS NOT TO INTERFERE WITH OPERATIONS DURING CONSTRUCTION. 8. ALL EXISTING SURFACES DAMAGED OR DISRUPTED BY THE CONTACTOR SHALL BE RESTORED TO EXISTING CONDITIONS PRIOR TO COMPLETION OF WORK. DEMOLITION NOTES: 1. CONTRACTOR TO CONTACT PLANT PERSONNEL TO LOCATE & MARK ANY EXISTING BURRIED CONDUIT, PIPES, ETC.... LOCATED WITHIN THE WORK AREA PRIOR TO DEMOLITION 2. CONTRACTOR TO CONTACT PLANT PERSONNEL TO VERIFY, LOCATE AND TAG ALL EXISTING ITEMS THAT ARE TO BE SALVAGED. ALL SALVAGED ITEMS ARE TO BE REMOVED WITH THE UPMOST CARE AND RELOCATED TO A PLANT SITE LOCATION DESIGNATED BY PLANT PERSONNEL 3. CONTRACTOR IS SOLELY RESPONSIBLE FOR DUST CONTROL. DUST MUST BE CONTAINED WITHIN LIMITS OF CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, HAULING AND DISPOSAL OF ALL DEMOLITION DEBRI, ALL DEBRIS TO BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. PRE-ENGINEERED METAL BUILDING NOTES: 1. THE ENTIRE PRE-ENGINEERED METAL BUILDING SYSTEM SHALL BE DESIGNED BY THE METAL BUILDING MANUFACTURER IN CONFORMANCE TO THE PROVISIONS OF THE 2006 IBC BUILDING CODE AND THE "LOW RISE BUILDING SYSTEMS MANUAL" AS PUBLISHED BY THE METAL BUILDING MANUFACTURERS ASSOCIATION. WHERE THESE CRITERIA ARE IN CONFLICT THE MORE STRINGENT CRITERIA SHALL APPLY. 2. IT IS THE PRE-ENGINEERED METAL BUILDING MANUFACTURERS' RESPONSIBILITY TO DESIGN THE COMPLETE BUILDING SYSTEM (STEEL FRAMING, ANCHOR BOLTS, PURLINS, GIRTS, BRACINGS, CONNECTIONS, ROOFING, WALL PANELS, COMPONENTS, ATTACHMENTS, ETC...). THE MANUFACTURER SHALL SUBMIT A CERTIFICATION LETTER BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO STATING THAT THE BUILDING SYSTEM DESIGN MEETS THE INDICATED CODE, PERFORMANCE AND LOADING REQUIREMENTS. 3. THE PRE-ENGINEERED BUILDING MANUFACTURER SHALL BE CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION CATEGORY MB. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE ENTIRE METAL BUILDING SYSTEM FOR REVIEW. THE CONTRACTOR SHALL ALSO SUBMIT A COMPLETE STRUCTURAL DESIGN ANALYSIS OF THE BUILDING SYSTEM (FOR RECORD PURPOSES), THE SHOP DRAWING SUBMITTAL SHALL INCLUDE ALL ANCHOR BOLT REQUIREMENTS AND FOUNDATION REACTIONS. ALL SHOP DRAWINGS AND CALCULATION SUBMITTALS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN COLORADO. 5. DESIGN LOADS TO BE USED IN CONNECTION WITH THE DESIGN OF THE METAL BUILDING ARE TO BE IN ACCORDANCE WITH THOSE LOADS CALLED OUT IN THE DESIGN CRITERIA NOTES AND THE LATEST VERSIONS OF THE COLORADO BUILDING CODE AND ASCE-7. IN AREAS WHERE THESE CRITERIA ARE IN CONFLICT THE MORE STRINGENT LOADING WILL APPLY. 6. CALCULATIONS FOR FRAME DEFLECTIONS SHALL BE DONE USING ONLY THE BARE FRAME METHOD. DEDUCTIONS BASED ON ENGINEERING JUDGMENT USING THE ASSUMED COMPOSITE STIFFNESS OF THE BUILDING ENVELOPE SHALL NOT BE PERMITTED. DRIFT SHALL FOLLOW AISC'S "SERVICEABILITY DESIGN CONSIDERATIONS FOR LOW-RISE BUILDINGS". CALCULATIONS SHALL BE SUBMITTED VERIFYING THE ACTUAL DRIFT UNDER CODE REQUIRED LOADINGS DOES NOT EXCEED THE ALLOWABLE. 7. THE PRE-ENGINEERED BUILDING MANUFACTURER SHALL PROVIDE ALL GIRTS, PURLINS, AND OTHER COMPONENTS REQUIRED FOR THE COMPLETE SYSTEM. ALL WALL SYSTEMS SHALL BE PROPERLY SUPPORTED BY THE METAL BUILDING SYSTEM. B. THE SIZE, NUMBER AND PLACEMENT PATTERN OF ALL ANCHOR BOLTS SHALL BE DETERMINED BY THE PRE-ENGINEERED BUILDING MANUFACTURER. ANCHOR BOLT EMBEDMENT'S ARE INDICATED ON THE DRAWINGS 9. THE METAL BUILDING ERECTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING 10. UNLESS OTHER WISE NOTED OR SPECIFIED ALL STEEL MEMBERS SHALL BE PAINTED IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD PROCEDURES. 11. THE PRE-ENGINEERED BUILDING MANUFACTURER IS TO PROVIDE THE PROJECT ENGINEER WITH COLUMN REACTIONS IN A TIMELY MANNER TO FACILITATE THE DESIGN TO THE BUILDING'S FOUNDATION SYSTEM. 12. MANUFACTURER'S REP/CONTRACTOR TO VISIT THE SITE AND INSPECT THE EXISTING RAIL RAIL UNLOADING SHED PRIOR TO START OF FABRICATION. 13. THE OVERALL GEOMETRY OF THE RAIL CAR UNLOADING ADDITION IS TO MATCH THE EXISTING SHED. 14. METAL BUILDING CONTRACTOR IS TO REMOVE EXISTING BUILDING SIDING AND ROOFING AS REQUIRED TO PROVIDE A SEEMLESS TRASITION BETWEEN THE NEW AND EXISTING STRUCTURES. 15. NORTH END WALL OF EXISTING RAIL CAR SHED (COMPLETE WITH DOOR) IS TO REMAIN. 16. RAIL CAR SHED ADDITION OVERHEAD DOOR TO MATCH EXISTING OVERHEAD DOOR IN STYLE AND PERFORMANCE. CONTRACTOR TO SUBMIT DOOR AND HARDWARE CUT SHEETS FOR APPROVAL PRIOR TO START OF WORK. 17. RAIL CAR ADDITION TO SUPPORT 4 CEILING MOUNTED HEATING UNITS (1) PER CORNER @ 200LBS. 18. AIR COMPRESSOR BUILDING WALLS AND CEILING TO BE COMPRISED OF INSULATED PANELS (R13 OR BETTER) CONTRACTOR TO SUBMIT SAMPLE PRIOR TO FABRICATION FOR APPROVAL. SILO 13 BUILDING SIDEING: 1. SILO 13 BUILDING SIDING TO BE 22 GA FLEX RIB BY FLEXOSPAN, 2. FLASHING SHALL BE 22 GA. GALVANIZED. 3. BUILDING SIDING TO BE PAINTED WITH FLEXSHIELD, COLOR TO BE SELECTED BY OWNER. 4. INSTALLATION OF BUILDING SIDING TO BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD SPECIFICATIONS AND DETAILS. 5. SIDING FASTENERS TO BE 300 SERIES 316 STAINLESS STEEL SELF -TAPPING #14 SCREWS WITH COLOR CODED HEAD AND INTEGRAL NEOPRENE SEALS. 6. INSULATION: ASTM C665 TYPE I OR TYPE III HEAVY DUTY REINFORCED INDUSTRIAL TYPE FOIL FACED FIBERGLASS, MINERAL BATTS OR BLANKETS. INSULATION SHALL BE R-19, NOMINAL 6" THICK WITH WHITE FACING. INSUALTION SHALL BE PROVIDED IN LONG ROLLS TO MINIMZE END JOINTS, LOWER INTERIOR 8 FEET OF INSULATION SHALL BE COVERED BY A WHITE, STEEL LINER. 7. HORIZONTAL AND VERTICAL CLOSURE SEALING STRIPS SHALL BE EPDM OR APPROVED EQUAL. B. MAN DOORS & HARDWARE SDI 100 GRADE II HEAVY DUTY, FULL FLUSH, ASTM A366 STEEL, 13/4' THICK, 18 GAUGE FACE SHEETS, GALVANIZED & PRIME PAINTED, WITH VISION LIGHTS. FRAMES TO WELDED, ASTM A366 OR A569 STEEL, 16 GAUGE, GALVANIZED AND PRIME PAINTED. DOORS AND FRAMES TO BE FINISH PAINTED WITH ONE COAT OF PAINT, COLOR TO BE SELECTED BY OWNER FIT HARDWARE TO TEMPLATE AT THE FACTORY. DOORS AND FRAMES TO BE REINFORCE PER SDI 107. HINGES: HAGER BB1191 NRP, 4Y2" x 4Y2" OR EQUAL BY MCKINNEY OR STANLEY. LOCKSETS: SARGENT 100 SERIES, MORTISED, LEVER HANDLE OR EQUAL BY CORBIN/RUSSWIN OR SCHLAGE CLOSERS: LCN 4041 OR SARGENT 351 WEATHER STRIPPING": NATIONAL GUARD 160A OR EQUAL BY PEMKO OR REESE HARDWARE TO HAVE BHMA 626/US26D FINISH. PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-1) AND IS TO BE ACCEPTED 01 SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. CONCRETE GENERAL NOTES: 1. DESIGN, DETAILING AND CONSTRUCTION OF REINFORCED CONCRETE SHALL CONFORM TO THE FOLLOWING PUBLICATIONS UNLESS NOTED OTHERWISE. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08) DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315-04) MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES (ACI 315R-04) SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05) GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI 302.1 R-04) 2. UNLESS OTHERWISE SHOWN, PROVIDE FOLLOWING COVER FOR REINFORCING STEEL. UNIFORMED SURFACES IN CONTACT WITH EARTH 3 IN. FORMED SURFACED EXPOSED TO EARTH, WEATHER, OR WATERPROOFING/DAMP PROOFING #6 AND LARGER 2 IN. #5 AND SMALLER 1-1/2 IN. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER SLABS AND WALLS 3/4 IN. COLUMNS 1-1/2 IN. BEAMS 1-1/2 IN. 3. PROVIDE SMOOTH FORMED FINISH ON EXPOSED CONCRETE U.N.O. ON DRAWINGS. 4. CONSULT WITH THE OWNER REPRESENTATIVE FOR APPROVAL OF EXCAVATIONS WHEN CONDITIONS SUCH AS, BUT NOT LIMITED TO, POOR SOIL, WATER, OBSTRUCTIONS, PIPING, ADJACENT SEWERS AND EXISTING FOOTINGS ARE ENCOUNTERED. 5. BEFORE PLACING CONCRETE, REFER TO OTHER TRADE DRAWINGS AND COORDINATE THE LOCATION AND SIZE OF ITEMS SUCH AS, BUT NOT LIMITED TO, OPENINGS, PIPING, CONDUITS, DRAINS AND EMBEDDED ITEMS. 6. REINFORCING BAR DEVELOPMENT LENGTH LD AND SPLICE LENGTH AS SHOWN IN TABLE U.N.O. REINFORCING BAR DEVELOPMENT LENGTH BAR SIZE LD TOP BARS (IN) LD BOTTOM BARS (IN) B SLICE TOP BARS (IN) B SPLICE - BOTTOM BARS (IN) GRADE 60 fc = 3,000 psi fc = 4,000 psi fc = 3,000 psi fc = 4,000 psi fc = 3,000 psi fc = 4,000 psi fc = 3,000 psi fc = 4,000 psi #3 16 14 13 12 21 18 16 16 #4 22 19 17 15 28 24 22 19 #5 27 23 21 18 35 30 27 23 #6 35 31 27 24 46 40 35 31 #7 48 42 37 32 63 54 48 42 #8 63 55 49 42 82 71 63 55 #9 80 69 62 53 104 90 80 69 #10 102 88 78 68 132 114 102 88 #11 125 108 96 83 162 140 125 108 A. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS. HORIZONTAL BARS IN THE WALL ARE CONSIDERED AS TOPS BARS. B. DEVELOPMENT LENGTHS AS SCHEDULED ABOVE ARE FOR NORMALWEIGHT CONCRETE. 7. COMPRESSION EMBEDMENT SHALL BE 22 BAR DIAMETERS AND COMPRESSION SPLICE LENGTH SHALL BE 30 BAR DIAMETERS. 8. UNLESS OTHERWISE SHOWN, USE COMPRESSION EMBEDMENT LENGTHS FOR DOWELS IN FOOTING AND COMPRESSION SPLICE LENGTH FOR FOOTING DOWELS TO PIER/COLUMN REINFORCING SPLICE. 9. ANCHOR BOLTS SHALL BE SET PLUMB AND VERTICAL BY THE FOUNDATION CONTRACTOR. THE GENERAL TRADES CONTRACTOR IS RESPONSIBLE FOR KEEPING FOUNDATION EXCAVATIONS DEWATERED, KEEPING THE ANCHOR BOLTS CLEAN AND PROTECTED, AND GROUTING THE BASE PLATES. 10. MATERIALS: ALL CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. TESTING SHALL CONFORM TO ASTM C39. MASS CONCRETE FOOTINGS AND PIERS SHALL BE TYPE II CONCRETE CONFORMING TO ASTM C150 FOR MODERATE HEAT GENERATION. ALL CONCRETE TO HAVE 4% TO 6% AIR ENTRAINMENT. ALL REINFORCING STEEL SHALL BE GRADE 60 BARS, ASTM A615 FOR MAIN REINFORCING, OR GRADE 60 WELDED WIRE FABRIC, ASTM A185. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 OR A992. GROUT - EUCLID CHEMICAL OR APPROVED EQUAL: "NS" (NON -SHRINK) CEMENT GROUT - TYPICAL UNLESS NOTED EPDXY "E3 -HP" GROUT TO BE USED UNDER VIBRATNG EQUIPMENT ALL DRILLED ANCHOR RODS TO BE SET WITH #452 EPDXY VAPOR BARRIER TO BE POLYETHYLENE OR FABRIC REINFORCED PLASTIC, 6 MILS THICK EXPANSION JOINT FILLER STRIPS: ASTM D1751 OR ASTM D1752,1/2" THICK CURING/SEALING COMPOUND: ASTM C309 AND FS 77-c-00800, 30% SOLIDS CONTENT SEALANT: TREMCO: DYMERIC PERCORA: DYNATROL II PRC: RC -2 SONNEBORN:SONOLASTIC NP2 CAULKING: TREMCO: ACRYLIC LATEX CAULK PERCORA:AC-20 PRC: RC -1 SONNEBORN:SONOLAC BACKER ROD: CLOSED CELL UNTREATED POLYURETHANE FOAM 11. ALL REINFORCING BENDS AND HOOKS SHALL CONFORM TO ACI 318, LATEST EDITION, AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE". 12. THE CONTRACTOR SHALL FURNISH, CUT, BEND, AND PLACE ALL STEEL REINFORCEMENT INCLUDING BARS, FABRICS, AND STRUCTURAL SHAPES AS INDICATED ON THE DRAWINGS UNLESS NOTED OTHERWISE. 13. WELDING OF CROSSING BARS SHALL NOT BE PERMITTED FOR ASSEMBLY OF REINFORCEMENT UNLESS AUTHORIZED BY THE FIELD ENGINEER. 14. AT THE TIME CONCRETE IS PLACED, METAL REINFORCEMENT SHALL BE FREE OF MUD, OIL, OR ANY NON-METALLIC COATINGS THAT ADVERSELY AFFECTS BONDING CAPACITY. 15. NO CONCRETE SHALL BE POURED UNTIL ALL ELECTRICAL CONDUITS, ELECTRICAL GROUNDINGS, UNDERGROUND PIPING, SEWERS, ETC., ARE IN PLACE. 16. CONCRETE COVER FOR PIPES AND FITTINGS SHALL NOT BE LESS THAN 11/2" FOR CONCRETE EXPOSED TO EARTH OR WEATHER, AND NOT LESS THAN 3/4" FOR ALL OTHERS. 17. ALL EMBEDDED ELECTRICAL CONDUIT SHALL BE ENVELOPED IN RED CONCRETE. THE CONCRETE SHALL COVER THE CONDUIT A MINIMUM OF 6" ALL AROUND, THE RED COLORING SHALL BE A MIXTURE OF RED OXIDE POWDER AND CEMENT. 18. ALL CONSTRUCTION JOINTS SHALL BE MADE AGAINST A ROUGHENED AND CLEANED SURFACE. THE JOINTS SHOULD BE LOCATED SUCH THAT THEY DO NOT FALL UNDER ANY LINE EQUIPMENT. THE STEEL REINFORCEMENT ACROSS THESE JOINTS SHALL BE EMBEDDED INTO EACH PORTION OF THE SLAB. 19. VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT GROUT IMMEDIATELY BEFORE PLACING NEW CONCRETE. NEW COMPRESSOR 20. ALL EDGES AND CORNERS OF EXPOSED CONCRETE SHALL HAVE A 1" X 45° CHAMFER. BUILDING 21. ALL ELEVATIONS ON THE FOUNDATION PLAN DRAWINGS ARE TO TOP OF ROUGH CONCRETE, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL PROVIDE SHIMS FOR SETTING MACHINERY AND GROUT AS NOTED ON THE FOUNDATION ANCHOR BOLT SCHEDULE. 22. ALL GROUT IS, NOMINALLY, 1" THICK UNDER MACHINERY UNLESS NOTED OTHERWISE. 23. CONTRACTOR SHALL PROVIDE 1/2" COMPRESSIBLE FILL WITH JOINT SEALER AT ALL FOUNDATION JOINTS NEXT TO BUILDING COLUMNS, EXISTING SLABS, AND WHERE ELSE NOTED. 24. CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT AN ALUMINUM -CONCRETE REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. 25. A RELEASE FROM THE ELECTRICAL CONTRACTOR, PIPING CONTRACTOR AND FIELD ENGINEER SHALL BE SECURED BEFORE PLACING ANY CONCRETE. 26. CONCRETE SHALL BE VIBRATED TO ENSURE PROPER DENSITY AND ELIMINATION OF VOIDS. 27. ALL KEYWAYS SHALL BE THOROUGHLY CLEANED AND FLUSHED BEFORE PLACING NEW CONCRETE. 28. ALL STEEL (EMBEDDED, LOOSE, WELDED AND REINFORCING) SHALL BE FURNISHED BY THE CONTRACTOR (UNLESS OTHERWISE NOTED) GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED RJS 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS 27-10-10 FACILITIES ADVANCEMENT ISSUED FOR BY DATE ISSUED FOR EXISTING FUR BUIL STEEL GENERAL NOTES: 1. ERECTOR SHALL PROVIDE ADEQUATE LATERAL BRACING AND VERTICAL SUPPORT FOR THE SAFE ERECTION AND ALIGNMENT OF STRUCTURAL STEEL. 2. DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING PUBLICATIONS EXCEPT AS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION (13TH EDITION) AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE (2006 D1.1) QOSHA - 29 CFR PART 1926 - SAFETY STANDARDS FOR STEEL ERECTION, FINAL RULE 2 STRUCTURAL STEEL DOES NOT HAVE TO TO DETAIL PER ASIC 341. 3. VERTICAL BRACING JOINT CONNECTIONS SHALL BE SLIP -CRITICAL CONNECTIONS AS DEFINED PER AISC. 4. MAKE WELDS TO EXISTING STEEL WITH LOW HYDROGEN ELECTRODES. STORE ELECTRODES IN ACCORDANCE WITH SPECIFICATIONS. REMOVE ALL EXISTING PAINT OR SURFACE COATINGS BEFORE MAKING WELDS. 5. ANCHOR BOLTS, SETTING PLANS, AND TEMPLATE PLATES (IF REQUIRED) SHALL BE FURNISHED BY THE STRUCTURAL STEEL FABRICATOR. ANCHOR BOLTS SHALL BE SET PLUMB AND VERTICAL BY THE FOUNDATION CONTRACTOR. AFTER ANCHOR BOLTS ARE SET IN PLACE THE FOUNDATION CONTRACTOR SHALL SURVEY AND MARK BY SCRIBING THE COLUMN CENTERLINES BETWEEN ALL ANCHOR BOLTS. LEVELING NUTS AND/OR LEVELING PLATES SHALL BE USED FOR LEVELING COLUMN BASE PLATES. THE GENERAL TRADES CONTRACTOR IS RESPONSIBLE FOR KEEPING FOUNDATION EXCAVATIONS DEWATERED, KEEPING THE ANCHOR BOLTS CLEAN AND PROTECTED, AND GROUTING THE BASE PLATES. 6. NO FOREIGN OR SECOND-HAND STEEL SHALL BE USED UNLESS AUTHORIZED BY OWNER. 7. STRUCTURAL STEEL SHALL CONFORM TO: W -SHAPES: GR50 ASTM A992. CHANNELS: ASTM A36. ANGLES: ASTM A36. PLATES & BARS: ASTM A36, PIPES: ASTM A53, GRADE B. ROUND, SQUARE OR RECTANGULAR HSS: ASTM A500 GRADE B. RAISED PATTERN PLATE: ASTM A786. 8. ALL BOLTED CONNECTIONS SHALL BE BEARING -TYPE, UNLESS NOTED, WITH A MINIMUM OF (2) - 3/4" DIA. ASTM A325 BOLTS AND SHALL COMPLY WITH AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS"; NUTS SHALL COMPLY WITH ASTM A563 OR ASTM A194; HARDENED STEEL WASHERS SHALL COMPLY WITH ASTM F436 (U.N.O.). 9. ALL WELDS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE A.W.S. SPECIFICATIONS, USING E70XX ELECTRODES. 10. ALL BOLT HOLES PROVIDED IN THE FIELD SHALL BE REAMED OR SUB -BURNED TO WITHIN 1/8" OF THE REQUIRED DIAMETER AND REAMED TO SIZE. 11. PAINT - COLORS TO BE SELECTED BY OWNER 12. BAR GRATING: GRATING SHALL BE GALVANIZED 1" X 3/16" WELDED STEEL GRATING WITH BEARING BARS AT 1 3/16" C/C AND CROSS BARS AT 4" C/C. (UNLESS OTHERWISE NOTED) BAND EXPOSED EDGES AND HOLES IN GRATING 4"DIA. OR MORE. GRATING TO BE TACK WELDED TO SUPPORT STRUCTUAL STEEL EVERY 4TH BAR. FOUNDATIONS AND EARTHWORK NOTES: 1. CAISSONS ARE DESIGNED FOR AN ALLOWABLE END BEARING CAPACITY OF 25 KSF AND SKIN FRICTION OF 2.5 KSF IN BED ROCK. SPREAD FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 2 KSF. 2. IF ALLOWABLE BEARING STRENGTH IS NOT REACHED OR UNSOUND CONDITIONS ARE ENCOUNTERED FOR FOUNDATIONS, THE OWNERS REPRESENTATIVE SHALL BE NOTIFIED. 3. PROVIDE SUITABLE FILL FROM OFF-SITE IF ON-SITE QUANITIES ARE INSUFFICIENT OR UNACCEPTABLE. 4. PLACE ACCEPTABLE MATERIALS IN LAYERS NOT MORE THAN 8" LOOSE DEPTH FOR MATERIALS COMPACTED BY HEAVY EQUIPMENT AND NOT MORE THAN 4" LOOSE DEPTH FOR MATERIALS COMPACTED BY HAND EQUIPMENT TO SUBGRADES UNDER FOUNDATIONS, SLABS ON GRADE. 5. ALL SHORING OF EXISTING FOUNDATIONS SHALL BE PROVIDED BY THE FOUNDATION CONTRACTOR AS REQUIRED TO SUIT SOIL CONDITIONS. 6. AFTER THE BASE MATERIAL HAS BEEN EXCAVATED, THE SURFACE SHALL BE COMPACTED AND LEVELED TO THE PROPER SUB -GRADE ELEVATION. ALL SOFT AND YIELDING MATERIAL AND OTHER PORTIONS OF THE SUB -GRADE WHICH WILL NOT COMPACT READILY SHALL BE REMOVED AND REPLACED WITH SUITABLE BACKFILL. BACKFILL SHALL BE PLACED IN, MAXIMUM; 6" LIFTS AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY, ±10% OPTIMUM WATER CONTENT. 7. THE SUB -GRADE SHALL BE THOROUGHLY WETTED AND MAINTAINED IN A SMOOTH COMPACTED CONDITION FREE OF PUDDLES AND MUD POCKETS PRIOR TO THE PLACEMENT OF CONCRETE. GENERAL NOTES FOR TRUSSES AND JACK TRUSSES: 1. TRUSSES SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE. 2. DOUBLE ANGLE WEB MEMBERS SHALL BE PLACED AS FOLLOWS: ANGLES SHALL BE LONG LEG BACK TO BACK. BACK TO BACK LEGS OF DIAGONALS SHALL BE TOE DOWN. BACK TO BACK LEGS OF VERTICALS SHALL BE TOW TOWARD CENTER OF THE TRUSS. WEB MEMBERS SHALL HAVE A MINIMUM OF TWO (2) STITCH BARS FOR COMPRESSION MEMBERS AND ONE (1) STITCH BAR FOR TENSION MEMBERS. 3. COMPRESSION MEMBERS ARE INDICATED BY POSITIVE (+) LOADS ON THE TRUSS DIAGRAMS AND TENSION MEMBERS ARE INDICATED WITH NEGATIVE (-) LOADS. ALL LOADS ARE GIVEN IN KIPS (1000 LBS.) 4. CAMBER FOR EACH TRUSS IS SPECIFIED ON THE TRUSS DIAGRAMS. 5. END CONNECTIONS FOR TRUSSES AND JACK TRUSSES SHALL HAVE A MINIMUM OF 6-3/4" DIAMETER A325N BOLTS IN SINGLE SHEAR REGARDLESS OF THE LOADS SHOWN ON THE TRUSS DIAGRAMS. BOLTS SHALL BE INSTALLED TO A SNUG TIGHTENED CONDITION AS DEFINED BY AISC UNLESS NOTED OTHERWISE. DESIGN ALL END CONNECTIONS TO MEET THE OSHA SAFETY STANDARDS FOR STEEL ERECTION - 29 CFR PART 1926. 6. TRUSS AND JACK TRUSS TOP AND BOTTOM CHORDS ARE DESIGNED TO BE CONTINUOUS. DO NOT DETAIL OR FABRICATE SPLICES INTO THE CHORDS WITHOUT APPROVAL OF THE ENGINEER OF RECORD. PROPOSED SPLICE CONNECTIONS MUST BE DESIGNED BY THE STRUCTURAL STEEL CONTRACTOR AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO DETAILING, SUBMISSION OF SHOP DRAWINGS, AND FABRICATION. SHOP DRAWINGS SUBMITTED WITH UNAPPROVED SPLICE DETAILS WILL BE REJECTED WITHOUT REVIEW, WITH NO SCHEDULE DELAY TO OWNER. FIELD BOLTED OR FULL PENETRATION SHOP WELDED SPLICES ARE ACCEPTABLE OPTIONS. FULL PENETRATION SHOP WELDS MUST BE X-RAY TESTED AND RESULTS SUBMITTED TO OWNER REPRESENTATIVE. NOTE: TRUSS BOTTOM CHORDS ARE TYPICALLY SIZED TO THEIR MAXIMUM STRESS AND ADDING A BOTED SPLICE WILL ALMOST CERTAINLY REQUIRE A LARGER BOTTOM CHORD MEMBER SIZE, AT NO ADDITIONAL COST TO OWNER. ALL REQUIREMENTS FOR TRUSS SPLICES SHOULD BE CONSIDERED DURING THE BIDDING PERIOD, AND ALL ADDITIONAL COSTS ASSOCIATED WITH BOLTED AND/OR WELDED SPLICES SHOULD BE INCLUDED IN THE BID. SHOP DRAWINGS SHALL SHOW LOCATIONS AND ALL ASSOCIATED CONNECTION DETAILS OF THE SPLICES. 7. TRUSS SHOP DRAWINGS SHALL BE DESIGNED AND DETAILED BASED ON AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION). SHOP DRAWINGS THAT DO NOT MEET THE FOLLOWING MINIMUM REQUIREMENTS WILL BE REJECTED WITHOUT REVIEW, WITH NO SCHEDULE DELAY TO THE OWNER: A - INDICATE SHAPE AND GEOMETRY OF TRUSS SHOWING NEUTRAL AXES OF MEMBERS INTERSECTING AT COMMON WORK POINTS. B - INDICATE THE WELD SIZE AND LENGTH (AT HEEL AND TOE) FOR BOTH ENDS OF ALL WEB MEMBERS. C - INDICATE SIZE OF END CONNECTION CLIP ANGLES, SIZE/TYPE OF BOLTS, NUMBER AND SPACING OF BOLT ROWS, GAGE ON OUTSTANDING LEGS OF ANGLES, AS WELL AS THE SIZE AND LENGTH OF WELD BETWEEN CLIP ANGLES AND GUSSET PLATE. D - INDICATE ALL GUSSET PLATE SIZES AND THE LENGTH & SIZE OF THE WELD TO CONNECT THEM TO THE TOP AND BOTTOM CHORDS, E - GRADE OF STEEL FOR ALL PIECES F - TYPE OF WELDING ELECTRODES A STRUCTURAL DESIGN CRITERIA LIVE LOAD DESIGN DATA CONVEYOR CATWALKS 40 PSF MAINTENANCE PLATFORMS 60 PSF MAIN FLOORS 100 PSF LIVE LOAD REDUCTION USED NONE ROOF LIVE LOAD 20 PSF SNOW LOAD DESIGN DATA GROUND SNOW LOAD P 30 PSF FLAT ROOF SNOW LOAD P 21 PSF SNOW EXPOSURE FACTOR Ce 1 SNOW LOAD IMPORTANCE FACTOR Is 1 THERMAL FACTOR (Ct) 1 LT RJS397212CSA001.dwg FTI F' WIND LOAD DESIGN DATA "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO BASIC WIND SPEED 105 MPH WIND IMPORTANCE FACTOR Iw 1 BUILDING CATEGORY 2 WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT +0.18L--0.18 COMPONENTS & CLADDING DESIGN PRESSURE t25 PSF SEISMIC LOAD DESIGN DATA SEISMIC IMPORTANCE FACTOR le 1 SEISMIC USE GROUP 1 SPECTRAL RESPONSE ACCELERATION Ss 0.228 SPECTRAL RESPONSE ACCELERATION S1 0.058 SEISMIC SITE CLASS C SPECTRAL RESPONSE COEFFICIENT SDS 0.183 SPECTRAL RESPONSE COEFFICIENT (SD1) 0.066 SEISMIC DESIGN CATEGORY B RESPONSE MODIFICATION FACTOR [R1 3 SEISMIC RESPONSE COEFFICIENT Cs 0.06 DESIGN BASE SHEAR 0.06 X W BASIC SEISMIC FORCE REST ING SYS M ANALY I PROCEDURE USED - EQUIVALENT LATERAL FORCE PROCEEDURE ELFP FLOOD LOAD DESIGN DATA ** NOT REQUIRED SPECIAL LOAD DESIGN DATA ** NOT REQUIRED SYSTEM & COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE ** NOT REQUIRED NOTES: [1] ANALYSIS AND DESIGN OF STEEL STRUCTURES ACCOMPLISHED USING "STAAD-PRO V8i" STRUCTURAL ANALYSIS SOFTWARE FROM BENTLEY. [21 ANALYSIS AND DESIGN OF FOUNDATIONS ACCOMPLISHED BY HAND CALCULATIONS [31 WIND LOADS DETERMINED USING ASCE-7 05 [4] SEISMIC LOADS DETERMINED USING "STAAD-PRO V8i' STRUCTURAL ANALYSIS SOFTWARE FROM BENTLEY USING THE IBC 2006 CODE. RETAINING WALL & FLOOR AREA TO BE MODIFIED 10 \SS �RUc�\ON CANS 7o0.10 oE10 S CSA001 G-3972 K SSOE, Inc. KEY PLAN WORK THIS DRAWING WITH CSA000 AND DRAWINGS LISTED THERE IN. 00Toledo, CJCJOe Madison Ave. Toledo, OH 43604 -3830 T oject # 0 Project# 01 0-0041 1-01 DRAWN T 10AT 10 CHECKED BY DATE 8/11/10 APPROVED BY DATE GENERAL NOTE5 AND STRUCTURAL DESIGN CRITERIA 3 02/21/12 AS RECORDED WS NONE BY DATE 3 03-01-11 REVISED STEEL GENERAL NOTE & STRUCTURE DESIGN CRITERIA LT RJS397212CSA001.dwg FTI F' NUMBER PROJECT 8145.384 "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO 1 14-11-10 REVISED AS NOTED LT [UK SCALE NO. DATE REVISION BY °BY'° APBY° CSA001 G-3972 K CC EXISTING BASEMENT WALL WE W� Fe E I= � 9' 8%.. a o o N M [2959 mm] 2'-0"REF. [61 mm] if W. r . PORTION OF EXISTING REROUTE EXIS COUNTERFORT 8"0 DRAIN AC Cool NEW 3'-0" PILE TYP. 3 PLACES SEE SECTION V ON C002 FOR DETAILS 20'-0" [6096 mr V� 2'-0"REF. 4)PORTION COUN ERFOORT IST. 3.5 .� 20'-2" r EXISTING BUNKER 2 19' 10" Y 20'-0" 201-011 20'-2"�- 1.5 RIM [am 52'-6"NEW RETAINING NING WALL o E E [61 mm] NEW RETAINING WALL %4" WASHED AGGREGATE MIRAFI 140 NS FILTER FABRIC COVER TYP. DRAIN PIPE SECTION Ac 1/2"=1'-0" 0001 [3i FACE OF COLUMNS & 1, GIRTS OF CULLET BLDG. [305 FACE OF COLS. & GIRTS OF RAIL UNLOADING ENCLOSURE. EXISTING CONCRETE WALL SLOPED REAR WALL RETAINING WALL OF NEW BUNKERS PLAN @ PILE CAP EL BASE SLAB NEW CONCRETE WALLS EVATIO N EXISTING RETAINING WALL & FOOTING 1 19'-10" 1'-0" [304 mm] 1" STIFFENER PL. TYP. @ MC18x58 W33x201 5" ,mm MC18x58 #4@18 VERT - #5@18 HOR #6@18 VERT #5@12 HOR EL. 5408'-0" CID E M rl 0 C? E N ry Ln REROUTE EXISTING DRAIN PIPE TO THIS LOCATION CONTRACTOR TO VERIFY AND MATCH EXISTING RETAINING WALL PROFILE PL. 1"x10"xl' 8", 5/16 TYR SECTION rN 1/2"=1'-0" cool EL. 5405'-0" TOP RAIL & SLAB STD 900 HOOK #6@18 EW T/B i2 mn 8'-6" 0 DETAIL • 12 12 2r-10" 655 mm] _ 5" 2'-0" [127 n JAA. • N ri 90# ARA -A RAIL@24" NS•j, .. '• • #4@12 EW T&B + ' '• • THREAD TOP HORZ •!' .• ;•`R BARS THRU 1"0 ` HOLE ON RAIL WEB #5@12 DRILL & EPDXY INTO EXISTING CONCRETE DETAIL 11'-8" [3556 mm] SECTION B 1/4"=1' 0" 0001 NEW RETAINING EXISTING RETAINING WALL WALL (4)#5 DOWELS x 22" LG. 7�/" EQ. SPA, DRILL AND EPDXY W/ HILTI [191 mm] HVA EPDXY ADHESIVE INTO EXISTING FOOTING SECTION J 1/4"=1'-0" 0001 AB 0001 161-011 177 mml 91, 5'-5" INTERSECTION OF PIT FLOOR & WALL EXISTING DRAIN PIPE TO BE REROUTED EXISTING PILE CAP EL. 5388'-0" EXISTING 4'0 PIERS FACE OF RETAINING WALL CONNECT RAIL TO WALL WITH L6x4x%, (2) %" 0 EXPANSION ANCHORS AND (2) Y2" 0 BOLTS ?o• 1110 HOLES @ 11' `^" HORZ SLAB REINFO FLANGE SURFACE OF RAIL UP. STRIP RAIL HEAD & FLANGE FROM EACH SIDE OF WEB AS SHOWN TO CLEAR BOLTED CONNECTION. 2 PL./4" EACH SIDE, (4)1/2"0 BOLTS TYP. • � � ' " ' ' "" """ W33x201 R• w�.�xzui T- �� 5'-11" - 1'-0" E TRACK IN 5 4 3.5 1. FOR GENERAL NOTES SEE SHEET CSA001. DETAIL 1-0 5 -11 N [1854 mm] [305 mm] EXISTING BUILDING AB 41) ►•' • [1803 mm] RIM [am 52'-6"NEW RETAINING NING WALL o E E [61 mm] NEW RETAINING WALL %4" WASHED AGGREGATE MIRAFI 140 NS FILTER FABRIC COVER TYP. DRAIN PIPE SECTION Ac 1/2"=1'-0" 0001 [3i FACE OF COLUMNS & 1, GIRTS OF CULLET BLDG. [305 FACE OF COLS. & GIRTS OF RAIL UNLOADING ENCLOSURE. EXISTING CONCRETE WALL SLOPED REAR WALL RETAINING WALL OF NEW BUNKERS PLAN @ PILE CAP EL BASE SLAB NEW CONCRETE WALLS EVATIO N EXISTING RETAINING WALL & FOOTING 1 19'-10" 1'-0" [304 mm] 1" STIFFENER PL. TYP. @ MC18x58 W33x201 5" ,mm MC18x58 #4@18 VERT - #5@18 HOR #6@18 VERT #5@12 HOR EL. 5408'-0" CID E M rl 0 C? E N ry Ln REROUTE EXISTING DRAIN PIPE TO THIS LOCATION CONTRACTOR TO VERIFY AND MATCH EXISTING RETAINING WALL PROFILE PL. 1"x10"xl' 8", 5/16 TYR SECTION rN 1/2"=1'-0" cool EL. 5405'-0" TOP RAIL & SLAB STD 900 HOOK #6@18 EW T/B i2 mn 8'-6" 0 DETAIL • 12 12 2r-10" 655 mm] _ 5" 2'-0" [127 n JAA. • N ri 90# ARA -A RAIL@24" NS•j, .. '• • #4@12 EW T&B + ' '• • THREAD TOP HORZ •!' .• ;•`R BARS THRU 1"0 ` HOLE ON RAIL WEB #5@12 DRILL & EPDXY INTO EXISTING CONCRETE DETAIL 11'-8" [3556 mm] SECTION B 1/4"=1' 0" 0001 NEW RETAINING EXISTING RETAINING WALL WALL (4)#5 DOWELS x 22" LG. 7�/" EQ. SPA, DRILL AND EPDXY W/ HILTI [191 mm] HVA EPDXY ADHESIVE INTO EXISTING FOOTING SECTION J 1/4"=1'-0" 0001 AB 0001 161-011 177 mml 91, 5'-5" INTERSECTION OF PIT FLOOR & WALL EXISTING DRAIN PIPE TO BE REROUTED EXISTING PILE CAP EL. 5388'-0" EXISTING 4'0 PIERS FACE OF RETAINING WALL CONNECT RAIL TO WALL WITH L6x4x%, (2) %" 0 EXPANSION ANCHORS AND (2) Y2" 0 BOLTS ?o• 1110 HOLES @ 11' `^" HORZ SLAB REINFO FLANGE SURFACE OF RAIL UP. STRIP RAIL HEAD & FLANGE FROM EACH SIDE OF WEB AS SHOWN TO CLEAR BOLTED CONNECTION. 2 PL./4" EACH SIDE, (4)1/2"0 BOLTS TYP. • � � ' " ' ' "" """ W33x201 w�.�xzui �� 5'-11" - 1'-0" E TRACK IN 5 4 3.5 1. FOR GENERAL NOTES SEE SHEET CSA001. DETAIL 1-0 5 -11 N [1854 mm] [305 mm] EXISTING BUILDING AB [1803 mm] 0001 6._0.. 5 -11 6 -0 1 [6096 mm] [6147 mm] SETTING BY METAL BUILDING SUPPLIER. 1-0 [1829 mm] W x2 [1803 mm] [1829 mm] [25 mm] [309 mm] 33 3. IF METAL BUILDING SUPPLIER DETERMINES THAT CONCRETE SURFACES E ARE NOT SUFFICIENT FOR BUILDING BASE PLATES, CONTACT OWNER IMEDIATELY. (8) MC18x58 _� � o � EL. 5404'-7" W21x44 W21x44 � A E � p � E 12 E E 12 N � �_ E N � REAR WALL 4. CONTRACTOR TO CLEAN AND ROUGHEN EXISTING SURFACES THAT NEW CONCRETE � `� "' o '� IS TO BE POURED AGAINST. '-' � � oo W21x44 ° � W21x44 � cNn • � � .. � '• �• �• 5. CONTRACTOR TO APPLY BONDING AGENT TO EXISTING CONCRETE SURFACES PRIOR w � TO POURING NEW CONCRETE. E � � � • 0002 J " 6. CONTRACTOR TO SURVEY TRACK BEFORE DETAILING TO DETERMINE TRACK LOCATION, INSIDE FACE OF NEW 'v � POINT OF CURVATURE AND DEGREE OF CURVE. RETAINING WALL W21x44 W21x44 Q 7. TRACK STRINGERS TO BE FIELD LOCATED AND CENTERED ON CURVE. PIPE GRATING RATAINING WALL TO BE DETAILED TO MATCH TRACK STRINGER LOCATIONS. BASE SLAB �" STIFFENER PLATE � � E 8. A= DETERMINED BY CONTRACTOR. wT6x15 FIELD WELD @ THIS LOCATION ONLY � � M � � SECTION W 9. WORK THIS SHEET WITH 0002 & 0009 THIRD POINTS TO BOTTOM SURFACE OF TOP FLANGE &WEB. STEEL FRAMING PLAN @ T.O.S. EL. � �� 5404 -5 3/8 � 1/8"=1'-0" cool REFERENCE DRAWINGS: ssoE, enc. WT STEM VERTICAL AND DOWN 1/4"=1'-0" RETAINING WALL REMOVED FOR CLARITY OO ��0�"" 1001 Madison Ave. MILLERCOORS: FB2909002 ShtS 1-5, 7, 9-12 OF 12 Toledo, OH 43604 FB290400202 shts 1-5 T 419-255-3830 Project # 01 0-0041 1-01 INFORMATION CONTAINED HEREIN CONSTITUTES DRAWN BY DATE CHECKED BY �K DATE 2010-12-20 CULLET PROCESSING SHEET NUMBER REV PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OFOWENS-BROCKWAYGLASS GLOBAL MANUFACTURING EGB 9/27/10 RAIL CAR UNLOADING AREA PLAN 1 COOy CONTAINER INC. (0-I) AND IS TO BE ACCEPTED &ENGINEERING CENTER APPROVED BY —DATE SUB]ECi TO THAT UNDERSTANDING. If IS TD BEKEPiCONFIDENTIALANDNOTTOBECOPIED, AS RECORDED RJS 02/21/12 2 02/21/12 AS RECORDED RJS FiIF' 3972120001 PEB,dwg n n i` �I IQnI/�i`� /'`Onl\/�QCTON TO FLINT DRAWING NUMBER FACILITIES ADVANCEMENT 1 2010-12-20 CHECK DRAWING AND ADD DIMENSIONS, W33x201 WAS W33x152 EGB RJK 1/8"=1'-0" USED OR CONVEYED TO OTHERS WITHOUTO-I'S ISSUED FOR CONSTRUCTION RJS 2010-10-27 PROJECT 8145 384 li UI`I�1/"�li li IY Y 1`Ji G-3972 N0. DATE REVISION a� `0Y° "'ev" WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE SCALE NUMBER ' RMBC WHEIAT RIDGE, CO CC EXISTING BASEMENT WALL WE W� Fe E I= � 9' 8%.. a o o N M [2959 mm] 2'-0"REF. [61 mm] if W. r . PORTION OF EXISTING REROUTE EXISTING - COUNTERFORT 8"0 DRAIN PIPE AC C001 NEW 3'-0" PILE TYP. 3 PLACES SEE SECTION V ON C002 FOR DETAILS 20'-0" [6096 mr V� 2'-0"REF. 4)PORTION COUN ERFOORT IST. 3.5 .� 20'-2" r EXISTING BUNKER 2 19,_10" Y 20'-0" 201-011 20'-2"�- 1.5 RIM [a � ' " ' ' "" """ W33x201 R• w�.�xzui T- �� 5'-11" - 1'-0" E TRACK IN 5 4 3.5 1. FOR GENERAL NOTES SEE SHEET CSA001. DETAIL 1-0 5 -11 N [1854 mm] [305 mm] EXISTING BUILDING AB [1803 mm] • ;10. ►•' C001 6._0.. RIM [a 52'-6"NEW RETAINING NING WALL o E E [61 mm] NEW RETAINING WALL %4" WASHED AGGREGATE MIRAFI 140 NS FILTER FABRIC COVER TYP. DRAIN PIPE SECTION Ac -0" C001 [3i FACE OF COLUMNS & 1, GIRTS OF CULLET BLDG. [305 FACE OF COLS. & GIRTS OF RAIL UNLOADING ENCLOSURE. EXISTING CONCRETE WALL SLOPED REAR WALL /� RETAINING WALL OF NEW BUNKERS PLAN @ PILE CAP EL BASE SLAB NEW CONCRETE WALLS EVATIO N EXISTING RETAINING WALL & FOOTING 1 19'-10" 1'-0" [304 mm] 1" STIFFENER PL. TYP. @ MC18x58 W33x201 5" ,mm MC18x58 #4@18 VERT - #5@18 HOR #6@18 VERT #5@12 HOR EL. 5408'-0" CID E M rl 0 C? E N ry Ln REROUTE EXISTING DRAIN PIPE TO THIS LOCATION CONTRACTOR TO VERIFY AND MATCH EXISTING RETAINING WALL PROFILE PL. 1"x10"xl' 8", 5/16 NP' SECTION rN 1/2"=1'-0" cool EL. 5405'-0" TOP RAIL & SLAB STD 900 HOOK #6@18 EW T/B i2 mn 8'-6" 0 DETAIL • 12 12 2r-10" 655 mm] _ 5" 2'-0" [127 n JAA. • N ri 90# ARA -A RAIL@24" NS•j, .. '• • #4@12 EW T&B + ' '• • THREAD TOP HORZ •!' .• ;•`R BARS THRU 1"0 ` HOLE ON RAIL WEB #5@12 DRILL & EPDXY INTO EXISTING CONCRETE DETAIL 11'-8" [3556 mm] SECTION B 1/4"=1' 0" C001 NEW RETAINING EXISTING RETAINING WALL WALL ,►' ; :.• . (4)#5 DOWELS x 22" LG. 7�/" EQ. SPA, DRILL AND EPDXY W/ HILTI [191 mm] HVA EPDXY ADHESIVE INTO EXISTING FOOTING SECTION J 1/4"=1'-0" C001 AB C001 161-011 177 mml 91, 5'-5" INTERSECTION OF PIT FLOOR & WALL EXISTING DRAIN PIPE TO BE REROUTED EXISTING PILE CAP EL. 5388'-0" EXISTING 4'0 PIERS FACE OF RETAINING WALL CONNECT RAIL TO WALL WITH L6x4x3/8, (2)1/2"0 EXPANSION ANCHORS AND (2) Y2" 0 BOLTS ?o• 1110 HOLES @ 11' `^" HORZ SLAB REINFO FLANGE SURFACE OF RAIL UP. STRIP RAIL HEAD & FLANGE FROM EACH SIDE OF WEB AS SHOWN TO CLEAR BOLTED CONNECTION. 2 PL./4" EACH SIDE, (4)1/2"0 BOLTS TYP. • � � ' " ' ' "" """ W33x201 w�.�xzui P. �� 52'-6"NEW RETAINING NING WALL o E E [61 mm] NEW RETAINING WALL %4" WASHED AGGREGATE MIRAFI 140 NS FILTER FABRIC COVER TYP. DRAIN PIPE SECTION Ac -0" C001 [3i FACE OF COLUMNS & 1, GIRTS OF CULLET BLDG. [305 FACE OF COLS. & GIRTS OF RAIL UNLOADING ENCLOSURE. EXISTING CONCRETE WALL SLOPED REAR WALL /� RETAINING WALL OF NEW BUNKERS PLAN @ PILE CAP EL BASE SLAB NEW CONCRETE WALLS EVATIO N EXISTING RETAINING WALL & FOOTING 1 19'-10" 1'-0" [304 mm] 1" STIFFENER PL. TYP. @ MC18x58 W33x201 5" ,mm MC18x58 #4@18 VERT - #5@18 HOR #6@18 VERT #5@12 HOR EL. 5408'-0" CID E M rl 0 C? E N ry Ln REROUTE EXISTING DRAIN PIPE TO THIS LOCATION CONTRACTOR TO VERIFY AND MATCH EXISTING RETAINING WALL PROFILE PL. 1"x10"xl' 8", 5/16 NP' SECTION rN 1/2"=1'-0" cool EL. 5405'-0" TOP RAIL & SLAB STD 900 HOOK #6@18 EW T/B i2 mn 8'-6" 0 DETAIL • 12 12 2r-10" 655 mm] _ 5" 2'-0" [127 n JAA. • N ri 90# ARA -A RAIL@24" NS•j, .. '• • #4@12 EW T&B + ' '• • THREAD TOP HORZ •!' .• ;•`R BARS THRU 1"0 ` HOLE ON RAIL WEB #5@12 DRILL & EPDXY INTO EXISTING CONCRETE DETAIL 11'-8" [3556 mm] SECTION B 1/4"=1' 0" C001 NEW RETAINING EXISTING RETAINING WALL WALL ,►' ; :.• . (4)#5 DOWELS x 22" LG. 7�/" EQ. SPA, DRILL AND EPDXY W/ HILTI [191 mm] HVA EPDXY ADHESIVE INTO EXISTING FOOTING SECTION J 1/4"=1'-0" C001 AB C001 161-011 177 mml 91, 5'-5" INTERSECTION OF PIT FLOOR & WALL EXISTING DRAIN PIPE TO BE REROUTED EXISTING PILE CAP EL. 5388'-0" EXISTING 4'0 PIERS FACE OF RETAINING WALL CONNECT RAIL TO WALL WITH L6x4x3/8, (2)1/2"0 EXPANSION ANCHORS AND (2) Y2" 0 BOLTS ?o• 1110 HOLES @ 11' `^" HORZ SLAB REINFO FLANGE SURFACE OF RAIL UP. STRIP RAIL HEAD & FLANGE FROM EACH SIDE OF WEB AS SHOWN TO CLEAR BOLTED CONNECTION. 2 PL./4" EACH SIDE, (4)1/2"0 BOLTS TYP. • � � ' " ' ' "" """ W33x201 w�.�xzui �� 5'-11" - 1'-0" E TRACK IN 5 4 3.5 1. FOR GENERAL NOTES SEE SHEET CSA001. DETAIL 1-0 5 -11 N [1854 mm] [305 mm] EXISTING BUILDING AB [1803 mm] C001 6._0.. 5 -11 6 -0 1 [6096 mm] [6147 mm] SETTING BY METAL BUILDING SUPPLIER. 1-0 [1829 mm] W x2 [1803 mm] [1829 mm] [25 mm] [309 mm] 33 3. IF METAL BUILDING SUPPLIER DETERMINES THAT CONCRETE SURFACES E ARE NOT SUFFICIENT FOR BUILDING BASE PLATES, CONTACT OWNER IMEDIATELY. (8) MC18x58 _� � o � EL. 5404'-7" W21x44 W21x44 � A E � p � E 12 E E 12 N � �_ E N � REAR WALL 4. CONTRACTOR TO CLEAN AND ROUGHEN EXISTING SURFACES THAT NEW CONCRETE � `� "' o '� IS TO BE POURED AGAINST. '-' � � oo W21x44 ° � W21x44 � cNn • � � .. � '• �• �• 5. CONTRACTOR TO APPLY BONDING AGENT TO EXISTING CONCRETE SURFACES PRIOR w � TO POURING NEW CONCRETE. E � � � • C002 J " 6. CONTRACTOR TO SURVEY TRACK BEFORE DETAILING TO DETERMINE TRACK LOCATION, INSIDE FACE OF NEW 'v � POINT OF CURVATURE AND DEGREE OF CURVE. RETAINING WALL W21x44 W21x44 Q 7. TRACK STRINGERS TO BE FIELD LOCATED AND CENTERED ON CURVE. PIPE GRATING RATAINING WALL TO BE DETAILED TO MATCH TRACK STRINGER LOCATIONS. BASE SLAB �" STIFFENER PLATE � � E 8. A= DETERMINED BY CONTRACTOR. wT6x15 FIELD WELD @ THIS LOCATION ONLY � � M � � SECTION W 9. WORK THIS SHEET WITH C002 & C009 THIRD POINTS TO BOTTOM SURFACE OF TOP FLANGE &WEB. STEEL FRAMING PLAN @ T.O.S. EL. � �� 5404 -5 3/8 � 1/8"=1'-0" cool REFERENCE DRAWINGS: ssoE, enc. WT STEM VERTICAL AND DOWN 1/4"=1'-0" RETAINING WALL REMOVED FOR CLARITY OO ��0�"" 1001 Madison Ave. MILLERCOORS: FB2909002 ShtS 1-5, 7, 9-12 OF 12 Toledo, OH 43604 FB290400202 shts 1-5 T 419-255-3830 Project # 01 0-0041 1-01 INFORMATION CONTAINED HEREIN CONSTITUTES DRAWN BY DATE CHECKED BY �K DATE X010-12-20 CULLET PROCESSING SHEET NUMBER REV PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OFOWENS-BROCKWAYGLASS GLOBAL MANUFACTURING EGB 9/27/10 RAIL CAR UNLOADING AREA PLAN 1 COOy CONTAINER INC. (0-I) AND IS TO BE ACCEPTED &ENGINEERING CENTER 3 02/21/12 AS RECORDED R7S - - APPROVED BY —DATE SUB]ECTTOTHATUNDERSTANDING. rrISTO BE KEPI CONFIDENTIAL AND NOT TO BE COPIED, AS RECORDED RJS 02/21/12 2 10-4-2011 ADDED SECTION C (2008), VIEW D (2008) DETAILS 1B, 2B (2006) PER AS BUILT 2011 MTR RJS FIi F. 397212COOl.dwg ��C�� FURNACE CONVERSION TO FLINT DRAWING NUMBER FACILITIES ADVANCEMENT 1 2010-12-20 CHECK DRAWING AND ADD DIMENSIONS, W33x201 WAS W33x152 EGB RJK 1/8"=1'-0" USED OR CONVEYED TO OTHERS WITHOUTO-I'S ISSUED FOR CONSTRUCTION RJS 2010-10-27 PROJECT 8145 384 G-3972 N0. DATE REVISION a� `0Y° "'ev" WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE SCALE NUMBER ' RMBC WHEAT RIDGE, CO DRILL & ADHESIVE) 5' EL. 5408'-0" EL. 5393'-011 I 0 F: 0 En #4@18 VERT #5@18 HOR #6@18 VERT - REROUTE EXISTING DRAIN- PIPE TO THIS LOCATION NEW TO PIER -` 21-111 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET �� INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. SECTION CUT BACK EXISTING COUNTER FORT AS REQ'D #5@18 EW/EF EXISTING DRAIN PIPE TO BE REROUTED EXISTING 4'PI PIERS SECTION E 1/4"=1'-0" C001 GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED RJS 02/21/12 FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION RIS 2010-10-27 ISSUED FOR BY DATE ISSUED FOR C7x9.8CONT. "O H.A.S.@ DETAIL 1"=1'-0" ASTM F 1554 GR 36 ANCHOR ROD WITH HEAVY HEX NUT & FLAT WASHER XY ADHESIVE) 5" SCH 40 STEEL PIPE TOP OF PIPE EL. 5405'-0" T.O.S. EL. 5404'-5%" ,.,•1n , 11n1 TYP. ANCHOR ROD DETAIL 1/2"=1'-0" BY DATE VIEW D 1/4"=1'-0" C001 CONNECT 115# RAILS TO BEAMS WITH RAIL CLIPS BY L.B. FOSTER #62. SPACE @24" EACH SIDE OF RAIL - TYP. CONCRETE FILL EACH SIDE OF RAIL. SEE RAIL CLIP DETAIL ON SHEET C009. REMOVABLE 2 RAIL HANDRAIL ON 4 SIDES OF — GRATING AREA TOP RAIL 42" FROM WALKING SURFACE INSERTS FOR REMOVABLE HANDRAIL _ E E N Ln TOP OF RAIL & 5" fA PIPE C EL. 5405'-011. #3 TIES@ 12 - DRILL & EPDXY 4" INTO EXISTING CONCRETE (4) #5 VERTICALS C) E vLn F11 SECTION AA 1/2"=11-0" C001 E E 00 �o #4@10" BOT. - TYP. #4@12" - TYP. 2'-0"EXISTING WALL f61 mml o E N .-y CONCRETE RETAINING WALL OPENING CUT IN EXISTING CONCRETE TYP. (4) PLACES [3 mm] IY16"O HOLE IN L6x6 511 0 21-011 *4 - AL q- #5 CORNER BAR @ 18 CONCRETE WALL SECTION rM 1/2"=1'-0" coot 6"EMBEDDMENT f152 mml HILTI HIT-HY150 ADHESIVE ANCHOR #4 BAR @ 12" O.C. E L6x6x� E SECTION AE 3/411=1'-0'1 C002 - 5"0 SCH 40 PIPE GRATING TYPICAL 4" CLEAR SPACE BETWEEN PIPES EACH SIDE OF RAIL. 10" CLEAR SPACE BETWEEN PIPES BETWEEN RAILS. SEE NOTE #7 ON C001. TYP. ANCHOR ROD DETAIL %" CONT. END PL. - TYP. - TOP OF RAIL EL. 5405'-0" A 10-1111 511 3' AD C002 [127 mm] 1-0[309 m1 CONTRACTOR TO CUT BACK EXISTING CONCRETE WALL EL. 5405'-0" !, a • !. a E 5' 8" T 8" coE [173 mm] [2334 mm] DETAIL H SECTION G 1/411=11-011 Coot CUT BEAM SEAT C001 INTO EXISTING WALL DRAWN BY DATE I CHECKED BY PA DATE 2010-12.20 PROJECT 8145.384 NUMBER REFERENCE DRAWINGS: MILLERCOORS: FB2909002 shts 1-5, 7, 9-12 OF 12 FB290400202 shts 1-5 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. A = DETERMINED BY CONTRACTOR - SEE SHEET C001. 3. WORK THIS SHEET WITH C001 & C009. SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 CULLET PROCESSING RAILCAR UNLOADING SECTIONS & DETAILS 11 C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO SHEET NUMBER REV C002 3 DRAWING NUMBER G-3972 EGB 10/15/10 3 02/21/12 AS RECORDED RJS 2 2011-01-12 REVISED DISTANCE FROM GRILLAGE TO TRACK CENTERLINE & ADD NO WELD TO NOTE EGB RIK FTI F. 397212C002.dwg 1 2010-12-20 CHECK DRAWING AND ADD DIMENSIONS EGB UK NO. DATE BY °BY'° AS NOTED SCALE REVISION BY BY PROJECT 8145.384 NUMBER REFERENCE DRAWINGS: MILLERCOORS: FB2909002 shts 1-5, 7, 9-12 OF 12 FB290400202 shts 1-5 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. A = DETERMINED BY CONTRACTOR - SEE SHEET C001. 3. WORK THIS SHEET WITH C001 & C009. SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 CULLET PROCESSING RAILCAR UNLOADING SECTIONS & DETAILS 11 C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO SHEET NUMBER REV C002 3 DRAWING NUMBER G-3972 CU a] n 0 -1 3.5 CONCRETE SLAB PLAN 1/4"=1'-0" P 00 0 EXCAVATE 12" BEHIND, 12" ON EACH SIDE AND 12" BELOW EXISTING OPENING AND FILL WITH CONCRETE ' FACE OF EXISTING —PILE CAP/WALL PORTION OF EXISTING WALL TO REMAIN D v SECTION z 1/4"=1'-011 C001 #6@16 E.W. EPDXY ANCHORED INTO EXISTING WALL - HILTI HIT-HY 150 MAX OR EQUAL WITH 7" EMBEDMENT STEEL REMOVED FOR CLARITY PORTION OF EXISTING WALL TO REMAIN SUPPORT PIER FOR W21X44 - SEE SECTION AA ON C002 5" 10" SECTION Y 1/4"=1'-011 C003 ULAIN Ill 1N PACT 0 1'-0" CONCRETE CATCH BASIN N.T.S. REFERENCE DRAWINGS: MILLERCOORS FB29002 SHT 3 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 II 5387'-1% INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF0-1)AN IS ROCKWAY CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBIECTTO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. 20'-0" 20'-2" 19'-10" 20'-0" DRAWN BY DATE S OE/EGB 10/21/10 CHECKED BY SSOEJR]K DATE 19�11�10 APPROVED BY —DATE [6096 mm] [6147 mm] [6045 mm] [6096 mm] 3 02/21/12 AS RECORDED RIS - - 2 10-3-2011 ADDED SECTION Z AND Y PER 2011 AS -BUILT VTR RJS A PROJECT 8145 384 NUMBER n n C FURNACE CONV`, ERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT 1 19/11/10 ADD NOMENCLATURE, REMOVE PREVENT BOND NOTE EGB RIK SCALE FACE OF STEP IN FLOOR NEW 8" CONCRETE SLAB ON COMPACTED FILL WITH #4@14 EW 62'-6" [1905 mm] 2'-6" 39'-8" [762 mm] [1209 mm] FL. EL. 5388'-0" INV. EL. 5385'-11%" Q FL. EL. 5388'-0" SAW CUT ALONG THIS LINE SAW CUT ALONG 2' SQ. X 3' DEEP PRECAST THIS LINE CONCRETE CATCH BASIN WITH CAST IRON GRATE - SEE DETAIL E C) E Ln M N E Go n `^ FL. EL. 5387' 7E "0 x 14" LG. SMOOTH DOWEL @ 12" C/C ALONG SAW CUTS, COAT TO PREVENT BOND FL. EL. 5387'-7" 6"0 PVC PIPE SLOPE Y4" PER FOOT ' c 2'-6" [762 mm] SAW CUT ALONG E THIS LINE �Ln Ln INV EL. 5384'-53/" FLOW DIRECTION TYPICAL EXISTING 4'x4' SUMP E ZD E �y N Cn M FL. EL. 5388'-6" AQ FL. EL. 5387'-6Y2" FL. EL. 5388 -6 E E 66'-611 - Ln Ln Ln [20269 mm] N CONCRETE SLAB PLAN 1/4"=1'-0" P 00 0 EXCAVATE 12" BEHIND, 12" ON EACH SIDE AND 12" BELOW EXISTING OPENING AND FILL WITH CONCRETE ' FACE OF EXISTING —PILE CAP/WALL PORTION OF EXISTING WALL TO REMAIN D v SECTION z 1/4"=1'-011 C001 #6@16 E.W. EPDXY ANCHORED INTO EXISTING WALL - HILTI HIT-HY 150 MAX OR EQUAL WITH 7" EMBEDMENT STEEL REMOVED FOR CLARITY PORTION OF EXISTING WALL TO REMAIN SUPPORT PIER FOR W21X44 - SEE SECTION AA ON C002 5" 10" SECTION Y 1/4"=1'-011 C003 ULAIN Ill 1N PACT 0 1'-0" CONCRETE CATCH BASIN N.T.S. REFERENCE DRAWINGS: MILLERCOORS FB29002 SHT 3 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 II 5387'-1% INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF0-1)AN IS ROCKWAY CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBIECTTO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING 01 &ENGINEERING CENTER AS RECORDED RJS 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS 27-10-10 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE S OE/EGB 10/21/10 CHECKED BY SSOEJR]K DATE 19�11�10 APPROVED BY —DATE ULLET PR E IN FLOOR SLAB REWORK SHEET NUMBER CO(3 REV 3 3 02/21/12 AS RECORDED RIS - - 2 10-3-2011 ADDED SECTION Z AND Y PER 2011 AS -BUILT VTR RJS FTI F. 397212C003,dwg PROJECT 8145 384 NUMBER n n C FURNACE CONV`, ERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT 1 19/11/10 ADD NOMENCLATURE, REMOVE PREVENT BOND NOTE EGB RIK SCALE NO. DATE REVISION BY °BY° "PBY° PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. I V F1 I LA1J i mu RLL WV' SECTION 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT CULLET PROCESS ARE RETAINING WALL ELEVATION AS RECORDED ISSUED FOR CUT BACK EXISTING SIDING & RECONNECT TO WALL #4@18 VERTICAL #5@18 HORIZONAL SHEAR KEY & WATER STOP RIS 02/21/12 BY DATE I ISSUED FOR #4X30"LG@30" C/C DOWEL NEW SLAB INTO EXISTING PILE CAP BY DATE — (320) NELSON STUDS SL2 3/4"x 4 3/16"; (OR EQUAL) EQUALLY SPACED, MILD STEEL 39 SPA @ 1'-0" = 39'-0" [11887 mm] DETAIL SECTION CUT BACK EXISTING SIDING @ RECONNECT TO WALL 5/8110 3/4" LG. HILTI KWIK BOLT 3 PART No. 282513 24" C/C SECTION c 1"=1'-0" C004 FOR GENERAL NOTES SEE SHEET CSA001. DRAWN BY DATE I CHECKED BY SSOWK DATE SSOE/LT 10/21/10 APPROVED BY DATE 2 02/21/12 AS RECORDED RIS - - FTI F. 397212C004,dwg 1 19/11/10 REVISE DRAWING NUMBERS EGB RIK NO. DATE REVISION B =BY° ^'B'D 3/16"=1'-0" SCALE PROJECT NUMBER 8145.384 SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 RETAINING WALL "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO C004 1 2 G-3972 PROPRIETARY, wNFIDENu AL AND SECRET �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. EVERY THIRD RAIL L6x4x% LLH TYP SHEAR KEY DETAIL 1 1/2"=1'-0" L6x4xY2 LLH 1"GAP DETAIL D 1 1/2"=1'-0" C005 All T n 1" PL. TO ANGLE (17) NELSON STUDS SL3 %x446; (OR EQUAL) EQUALLY SPACED L8x6xV2 CUT TO 71/ (16) NELSON STUDS SL3 3/40i6i (OR EQUAL) EQUALLY SPACED 3 ASTM F 1554 36 ANCHOR ROD '-4 %" LG. [25 mm] MILD STEEL DETAIL H , 7' 11" 7'-2" Nall [2413 mm] 1 [2184 mm] -2" INSIDE BUNKER 1" GAP [5232 mm] [25 mm]3/16 10'-1" DETAIL K [3073 mm]mill C005 20'-2" ANCHOR BOLT DETAIL rK [6147 mm] a E 17'-6" 1/2"=1' 0" C005 "' SECTION A [5334 mm] EXISTING T.O.C. 1/2"=1' 0" C005 4" GAP 17'-5T/" 115# RAIL 64" GAP EL. 5405'-2" 3" HIGH CONCRETE HUMP [6 mm] [5321 mm] [159 mm] 1'-0"CURB 3'-0" CURB 3" ABOVE EXISTING [305 mm] [914 mm] TOP OF CONCRETE 4'-4 4" 41-111 4' 7" 6' 0" 21 [134 mm] [1245 mm] [1397 mm] [1829 mm] PLAN VIEW 11-211 11-611 611 #4 @ 1611 6" CONCRETE HUMP 3/8"=1'-0" [356 mm] [457 mm] [152 mm] [152 mm] #6 @ 16 HOR 611 AT INSIDE BACKWALL #6 HOR BAR Y7" PL. _N E E [152 mm] E #4 @ 16" HOR4PIPE. [13 mm] ,,, CLEARANCE POCKET - E o E W8x31 AT OUTSIDE BACKWALL " '" v IN CONCRETE, SEE E N M SEE DETAIL C PLAN VIEW ^ o C006 .n #6 @ 16" VERT EF FOR BUNKER ENCLOSURE SEE DRAWING 5020 4" SCH 40 1'-0" E [305 mm : ' �• • E � N ♦ 00 N DETAIL G a ..... a J 1 12 � r EL. 5415"-2" DETAIL H 1'-0" TYP. #8 @ 18" u EXIST BASEMENT C005 [305 mm] EW/TB N WALL 2'-0" 8'-0" 8'-6" 1'-6" DETAIL D C006 [61 mm] [2438 mm] [2591 mm] [457 mm] C005 21'-0" 41 v v v v v " " " " " " " " " " " " [6401 mm] [102 mm] E '-0" v v v v v u u u u u u u u u u u u o 3 oCD [914 mm ] AT OUTBIDBACKWALHORATCORNERS FTRF Hnl1SF H(SF v v v v v M L SECTION rB� 20'-2" ��� 114" .47 mm] [283 mm] EAST ELVATION VIEW 3/8"=1'-0" GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT AS RECORDED rnni it r^n n^ ISSUED FOR Ftw BY DATE I ISSUED FOR AREA 25 BUILDING BASEMENT WALL & GIRT LINE NORTH ELEVATION VIEW 3/8"=1'-0" #6 @ 16" HOR AT INSIDE BACKWALL #6 @ 16" VERT #6@16"EW TYP. AT SID EWALLS 4" SCH 40 PIPE TERMINATE INSIDE AREA 25 BUILDING BASEMENT .• ► NELSON STUDS SL3 s/4x4 i6; (OR EQUAL) EQUALLY SPACED, •' MILD STEEL (2)PLACES [152 mm] SECTION L 3/4"=1'-0" C005 DRAWN BY DATE CHECKED BY SSOE RJK DATE SSOE/EGB 10/7/10 3 02/21/12 AS RECORDED RIS APPROVED BY DATE BY DATE 2 03/01/2011 REVISE REBAR SKETCH EGB RIS FTI F. 397212C005.dwg PROJECT NUMBER 1 11/22/10 CHECKED DRAWING, ADD NOMENCLATURE EGB RJK 3/8"=1'-0" SCALE NO. DATE REVISION B =BY° ^'BY 8145.384 NOTES: 1. WORK THIS DRAWING WITH DRAWING C006. 2. FOR GENERAL NOTES SEE SHEET CSA001. SSOE, Inc. Madison Ave. OO 99 01w T 4119 Toledo, OH 43004 Project # 010-00411 -01 GLASS BUNKER C005 "C" FURNACE CONVERSION TO FLINT DRAWING NUMB! RMBC WHEAT RIDGE, CO G-3972 3 (7) RAIL IiIiIilililil 3'-2y/" [978 mm] (I RA [699 mm] 2'-9" [838 mm] L4x4x1/2 RAIL ASS'Y DETAIL #1 RAIL ASS'Y DETAIL #2 1 REQ'D E 5 REQ'D 3/4"=1'-0" C005 3/4"=1'-0" (136) NELSON STUDS SL3 Y4x4 3/16; (OR EQUAL) EQUALLY SPACED O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 16 SPA@1'0"=16'0" [19 mm] 17'-3" [5258 mm] DETAIL rG 3/8"=1'-0" C006 CD E �%.D u E C005 7'-6" [1 mm] [5 mm] 7'-6" SSET (6) PLC'S [1 mm] 4Y8" [117 mm] _ _ _ _ _ _ _ [5 mm] [117 7" [178 mm] 22 GA. GALVANIZ EL. 5415'-2" TC OF BUNKER WAI HILTI METAL HIT ANCHOR @ 6" O.C. (METAL HIT Y4 x? STAINLESS STEEL - ITEM #230567) (136) NELSON STUDS SL3 Y4x4 i6; (OR EQUAL) ( BUNKER WALL EQUALLY SPACED j \ O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O e e e e e e e e e e e e e e e e e e O O O O O O O O O O O O O O O a a a O O O O O O O O O O O O O O a a a a O O O O O O O O O O O O O a a a a a O O O O O O O O O O O O a a a a a a PROPRIETARY, , CONFIDENTIALlLu NDTR DESS iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 4 17 SPA @ 1'-011 =17'-0" 6" [5182 mm] [152 mm 18'-0" [5486 mm] Q 1 DETAIL F 3/8"=1'-0" C006 GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUE FOR CO ISSUED FOR �H RJS 02/21/12 )E/RJS 27-10-10 BY DATE ISSUED FOR W8x3lxl5'-10" W8 BEAM DETAIL C 3/4"=1'-0" C005 SECTION M 1/2"=1' 0" C005 1 [305 m'm11-211 ] " [356 mm] BLDG 25 GIRT LINE CAULK 1/4-14 SDWW @ 16" O.C. HILTI METAL HIT ANCHOR @ 611 O.C. (METAL HITY4"xl" STAINLESS STEEL- 22 GA. GALVANIZED FLASHING ITEM #230567) SECTION N NEW OR EXISTING GIRT. LOCATION OF EXISTING GIRT TO BE DETERMINED BY CONTRACTOR. INSTALL NEW GIRTS SAME SIZE AS EXISTING IF AN EXISTING GIRT IS NOT IN LOCATION RANGE NOTED. 3 02/21/12 AS RECORDED 2 10-4-2011 ADDED DETAILS 1 11/22/10 CHECKED DRAW BY DATE NO. DATE REVISION TYP 1'-2Y" z [368 mm] 1" 1'-0%" i mm] [318 mm] 3" 4" [102 mm] 2Y [64 mm] 2" [51 mm] APL 3/4" X 10" X 14 1/2" 40. 1/4 �.'144 WALL ° 4° v. A° ° 4" [102 ft ] 1 PEB COLUMN DESIGNATION 2B B A & 2B PER AS BUILT 2011 TYP FLOOR 4' • DETAIL P C006 C10X15.3 —1/4" /4„ TYP 1/2" WEB STIFFENER WELD BACK SIDE OF W21X44 C10 TO STIFFENER 4' 4" [1321 mm] DETAIL 26 1"=1'-0" C001 f 1 [162 mm] PEB COLUMN DESIGNATION 1 B B A r, 00 r\ ODENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS ODENOTES NEW PEB COLUMN LINE DESIGNATIONS 1/4" DRAWN BY DATE CHECKED BY SSOE/RJK DATE 11/ SSOE/EGB 10/11/10 Pis APPROVED BY DATE MR US FIS F. 397212C006,dwg EGB UK AS NOTED PROJECT REV CHILD "PV.DSCALE NUMBER 8145.384 BY BY BY [1321 mm] DETAIL r1B 1"=1'-0" C001 DENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS O ODENOTES NEW PEB COLUMN LINE DESIGNATIONS 3/4" PLATE 6%" DETAIL P 1 1/2"=1'-0" C006 NOTES: 1. WORK THIS DRAWING WITH DRAWING C005. 2. FOR GENERAL NOTES SEE SHEET CSA001. Ln Ln N SSOE, Inc. OO 990W 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 BUILDING 25 AREA SHEET NUMBER 1' '1 GLASS BUNKER DETAILS 06 DRAWINGNUMB! C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO G-3972 3 a E 4 o ELn v ' °. M WALL ° 4° v. A° ° 4" [102 ft ] 1 PEB COLUMN DESIGNATION 2B B A & 2B PER AS BUILT 2011 TYP FLOOR 4' • DETAIL P C006 C10X15.3 —1/4" /4„ TYP 1/2" WEB STIFFENER WELD BACK SIDE OF W21X44 C10 TO STIFFENER 4' 4" [1321 mm] DETAIL 26 1"=1'-0" C001 f 1 [162 mm] PEB COLUMN DESIGNATION 1 B B A r, 00 r\ ODENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS ODENOTES NEW PEB COLUMN LINE DESIGNATIONS 1/4" DRAWN BY DATE CHECKED BY SSOE/RJK DATE 11/ SSOE/EGB 10/11/10 Pis APPROVED BY DATE MR US FIS F. 397212C006,dwg EGB UK AS NOTED PROJECT REV CHILD "PV.DSCALE NUMBER 8145.384 BY BY BY [1321 mm] DETAIL r1B 1"=1'-0" C001 DENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS O ODENOTES NEW PEB COLUMN LINE DESIGNATIONS 3/4" PLATE 6%" DETAIL P 1 1/2"=1'-0" C006 NOTES: 1. WORK THIS DRAWING WITH DRAWING C005. 2. FOR GENERAL NOTES SEE SHEET CSA001. Ln Ln N SSOE, Inc. OO 990W 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 BUILDING 25 AREA SHEET NUMBER 1' '1 GLASS BUNKER DETAILS 06 DRAWINGNUMB! C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO G-3972 3 EXISTING GUY WIRE CONTRACTOR TO INVESTIGATE/ VERIFY ANCHORAGE PRIOR TO CONSTRUCTION GRADE TO BE� VERIFIED BY CONTRACTOR i ri nu ELEVATION VIEW SCALE %2"=1'-0" 8" [203 mm] FOR 1/2" 0 BOLTS USE HILTI HIT-HY MAX SD WITH 1/2" 0 HAS ROD 4 1/2" EMBEDMENT 11/4" PROJECTION. FOR 3/4" 0 BOLTS USE HILTI HIT-HY MAX SD WITH 3/4" 0 HAS ROD 3 1/2" EMBEDMENT 2 1/2" PROJECTION. SECTION B -B SCALE �5"=1'-0" NOTES: 1. FOR GENERAL NOTES SEEE SHEET CSA001. 2. EXISTING GRADE ELEVATION TO BE VERIFIED BY CONTRACTOR 3. DIMENSIONS NOTED WITH "*" ARE BASED ON FIELD SURVEY AND ARE TO BE VERIFIED BY CONTRACTOR. 4. BUILDING TO BE PROCURRED FROM A METAL BUILDING CONTRACTOR: WALLS ASSUMED TO BE 6" THICK. SIDING BY METAL BUILDING CONTRACTOR REFERENCE DRAWINGS UNITED McGILL 33764-0600 - SHT 1 & 2 UNITED McGILL 3376A-0300 - SHT 1A & 7 SSOE, Inc. Madison Ave. OO 99 01w T 4119 Toledo, OH 43004 Project # 010-00411 -01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE DO CONFIDENTIAL SWITHOCOPIED, TOOTHENOT TO BE USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING ' & ENGINEERING CENTER AS RECORDED US 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS27-10-10 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE SSOE/EGB 10/6/10 CHECKED BY DATE APPROVED BY DATE BUILDING SLAB &FOUNDATION 0007 3 3 02/21/12 AS RECORDED RJS 2 9/22/11 ADDED AS -BUILT BOLT NOTES MTR FTI F. 397212C007.dwg PROJECT 8145.384 NUMBER i� �i C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT 1 11/22/10 REVISE LINE & HATCHING SCALE EGB [UK 1/2"=1'-0" SCALE NO. DATE REVISION B =BY° ^'B'D 10'-0" DETAIL / C <STOCK NUMBER> \ I 4 SILO 13 ' \ E \ o E M_ N FURNACE BUILDING <STOCK NUMBER 45'-0" 20'-0" SECTION A -A FROM SHEET S001 1'-7%" a [498 mm] <STOCK NUMBER> BATCH HOUSE <STOCK NUMBER> 3'-1" EL. 5422'-0" B.O.S. SILO 13 W14 CONTRACTOR TO FORM SHE KEY POCKET IN TOP OF PIER 0 01 N N [46 r TYP. AS SHOWN WITH EL. 54121-11/211 DETAIL C SCALE 1/2"=1'-0" TYP. SILO 13 BASE PLATE 0 1" DIA. x 1' 111/4" LG. Ln b ASTM F1554 GR36 Lu r,jo ANCHOR ROD a 1" DIA. HEAVY HEX NUT & FLAT WASHER >' >' 1" DIA. HEAVY HEX NUT z –1/4 LU Ln p W m Lu TYPICAL ANCHOR ROD DETAIL '-6" [457 mm] x V-6" [457 mm] x 11/2" THK. PLATE (1) 11/2" [38] x 51/2 [66] X 16" [406] LG BAR TYP. (2) 11/2" [38] x 5 1/2 [66] X 7 1/2" [191] LG BAR TYP. BUILDING FLOOR 11y" BASE ANGLE BY PEB SUPPLIER BUILDING SIDING BY PEB SUPPLIER PEB BUILDING COLUMN HILTI ANCHORS GROUT (IF REQUIRED) - 11" [279 mm] Lu #4 DOWEL x 30" LG. z CONTRACTOR TO REMOVE PAVING [406 mm] 2f 30" MAX SPACING A B U AS REQUIRED FOR INSTALLATION TOP OF PEIR OF PIER AND PATCH AFTER INSTALLATION EL. 5412 0 SHEAR KEY DETAIL (TYP. TYP. SILO 13 BASE PLATE) SECTION C 1/2"=1'-0" C001 o O DENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS Ox DENOTES NEW PEB COLUMN LINE DESIGNATIONS PAVING ELEVATION VARIES SECTION 6-6 SCALE 3/16'=1'-0" TYP. SILO 13 DRILLED PIER BED ROCK T-0" [914] DIA. CORRUGATED STEEL PIPE (GALVANIZED) CD ,C :o Lu #3 TIES @ 16" [406] C/C T-0"DIA. BASE ANGLE BY PEB SUPPLIER CUT BACK WALL DISTANCE TO BE FIELD DETERMINED PEB BUILDING COLUMN I — 9'-81/2" ELEVATION VIEW D LOOKING EAST SIDING REMOVED BASE ANGLE BY PEB SUPPLIER CORNER TRIM BY PEB SUPPLIER CONCRETE WALL VIEW rD 1/2"=1'-0" coo 1 O DENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS Ox DENOTES NEW PEB COLUMN LINE DESIGNATIONS ELEVATION VIEW D LOOKING EAST WITH SIDING ;ONCRETE WALL 00 ss01F NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. SSOE, Inc. 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 INFORMATION CONTAINED HEREINCDNSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET CONTAMNERDINCF(O,I)AND STO BE ACCEPTED SUB]ECi TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BECDPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. • •.,.,•r ' ; ', EXTERIOR GRADE ISSUED FOR BY DATE DRAWN BY DATE SSOE/LT 10/18/10 CHECKED BY 550E/R]K DATE 11�17�1U APPROVED BY —DATE 51LU 13 - FUUNUATIUN PLAN SECTION &DETAIL VIEWS � •. • �. '.•y .1 •\ RtV 4 4 02/21/12 AS RECORDED RJS - 3 10-4-2011 ADDED VIEW D AND SECTION C PER 2011 AS BUILT ISI I ISI 2 03/01/2011 ADD SHEAR KEY POCKET NOTE EGB RJS FiIF' 397212C008.dwg PROJECT 8145.384 NUMBER ��C�� FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWIN NUMBER G-3972 FACILITIES ADVANCEMENT PIER 1/8"=1'-0" SCALE N0. DATE REVISION � °eY° ^'�'D 11" [279 mm] Lu #4 DOWEL x 30" LG. z CONTRACTOR TO REMOVE PAVING [406 mm] 2f 30" MAX SPACING A B U AS REQUIRED FOR INSTALLATION TOP OF PEIR OF PIER AND PATCH AFTER INSTALLATION EL. 5412 0 SHEAR KEY DETAIL (TYP. TYP. SILO 13 BASE PLATE) SECTION C 1/2"=1'-0" C001 o O DENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS Ox DENOTES NEW PEB COLUMN LINE DESIGNATIONS PAVING ELEVATION VARIES SECTION 6-6 SCALE 3/16'=1'-0" TYP. SILO 13 DRILLED PIER BED ROCK T-0" [914] DIA. CORRUGATED STEEL PIPE (GALVANIZED) CD ,C :o Lu #3 TIES @ 16" [406] C/C T-0"DIA. BASE ANGLE BY PEB SUPPLIER CUT BACK WALL DISTANCE TO BE FIELD DETERMINED PEB BUILDING COLUMN I — 9'-81/2" ELEVATION VIEW D LOOKING EAST SIDING REMOVED BASE ANGLE BY PEB SUPPLIER CORNER TRIM BY PEB SUPPLIER CONCRETE WALL VIEW rD 1/2"=1'-0" coo 1 O DENOTES EXISTING BUILDING COLUMN LINE DESIGNATIONS Ox DENOTES NEW PEB COLUMN LINE DESIGNATIONS ELEVATION VIEW D LOOKING EAST WITH SIDING ;ONCRETE WALL 00 ss01F NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. SSOE, Inc. 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 INFORMATION CONTAINED HEREINCDNSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET CONTAMNERDINCF(O,I)AND STO BE ACCEPTED SUB]ECi TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BECDPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING ' &ENGINEERING CENTER AS RECORDED RJS 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS27-10-10 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE SSOE/LT 10/18/10 CHECKED BY 550E/R]K DATE 11�17�1U APPROVED BY —DATE 51LU 13 - FUUNUATIUN PLAN SECTION &DETAIL VIEWS � SHttl NUMBtR C008 RtV 4 4 02/21/12 AS RECORDED RJS - 3 10-4-2011 ADDED VIEW D AND SECTION C PER 2011 AS BUILT 2 03/01/2011 ADD SHEAR KEY POCKET NOTE EGB RJS FiIF' 397212C008.dwg PROJECT 8145.384 NUMBER ��C�� FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWIN NUMBER G-3972 FACILITIES ADVANCEMENT 1 17/11/10 REVISED AS NOTED LT RJK 1/8"=1'-0" SCALE N0. DATE REVISION � °eY° ^'�'D NEW RETAINII SEE SECTION FOR IN P It TRACK RAIL STRINGERS TO BE LOCATED SO THAT RAIL OFFSET AT ENDS EQUALS RAIL OFFSET @ CENTER OF STRINGER SPAN lLu LIlm PROPRIETARY, , CONFIDENTIAL AND TRADE SE iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. SECTION AF 1/4"=1'-0" C001 W33 E E TRACK PLAN SEE1q0TES3 &7ZNT001 .�I MIT/n GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT RAIL CLIP DETAIL 1"=1'-0" AS RECORDED Ruffs_02/21/12 ISSUE FOR BULLETIN #5 SSOE 2011-02-07 ISSUE FOR CONSTRUCTION RIS 2010-12-20 ISSUED FOR BY DATE AFTER RAIL ;TALLED ON CURVE ISSUED FOR 5408'-0" <STOCK NUMBER; SECTION rAH 1/4"=1'-011 C009 3'0 PIER • : ' #6x4'-0" LG. ` @ MID DEPTH OF FOOTING #6x7' 0" LG. @ MID DEPTH OF FOOTING SECTION AK 1/4"=1' 0" C009 11 nll SECTION AM 1 - • .. FOR DIMENSIONS AND •i REBAR NOT SHOWN SEE • DETAIL R .r (4)#9x7'-0" LG. AM I C009 ,, �• ALTERNATE DETAIL R 1/8"=1'-011 C009 METAL BUILDING SUPPI 9'-0" MIN. INSIDE CLEARANCE EACH WAY FROM TRACK 4, VERICAL CLEARANCE FRI RAIL TO S- 5 16'-0" W UP D( '-0" 1 5" EAST FACE OF NEW RETAINING WALL #4 BAR (; CLOSURE ANGLE PROVIDED BY METAL BLDG SUPPLIER u 1 SECTION AG 1/4"=1'-011 C001 4'-0" [1219 mm] 2'-6" CENTER OF TO PIER BELOW EL. 5408'-0" 0 V C009 TO PIER, 10'-0" PENETRATION INTO BEDROCK, ROUGHEN SIDES OF PIER AT PENETRATION 2 02/21/12 AS RECORDED 1 2011-02-07 ADD REBAR TO DETAIL R AND SECTION U, ADD SECTIONS AK, AM AND ALTERNATE DETAIL R BY DATE NO. DATE REVISION [89 Ti '-0" 4 19 mm BLDG COL. 1'-6" (4) #9x7'-0" LG. DETAIL R DRAWN BY DATECHECKED BY RX EGB 2010-12-19 APPROVED BY RIS FILE: 397212C009.dwg 1 TIE A5 A 24"X48" COLUMN 649 VERT., #3 TIES @16" 10'-10" (12) #9 VERTICAL & #4@12" TIES :RETE SLAB ON TED FILL :L. 5405'-0%" • P i E E ON rn ' Y SECTION v 1/2"=1'-0" C009 REFERENCE DRAWINGS: MILLERCOORS: FB2909002 shts 1-5, 7, 9-12 OF 12 FB290400202 shts 1-5 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS SHEET WITH C001 & C002. 3. A = DETERMINED BY CONTRACTOR. SEE SHEET C001. SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 DATE 20101220 CULLET PROCESSING DATE RAIL CAR UNLOADING SECTIONS & DETAILS ssoE RIs p "C" FURNACE CONVERSION TO FLINT REV °eY° ^'�'D SCALE AS NOTED NUMBER 145.3074 RMBC WHEAT RIDGE, CO C009 G-3972 2 BRACE MEMBERS (KIPS) (2) 3x3x3/8 36 1 36 (2) 4x4x3/8 28 16 (2) 5x5x3/8 3 3 (2) 3 1/20 1/20/8 1 36 1 0 4 BEAM END REACTIONS BEAM Fx MAX Fx MIN Fy MAX Fy MIN Fz MAX Fz MIN C10x15.3 5 -7 3 -3 3 -1 C8x11.5 2 -2 1 -1 1 -1 W1Ox12 - - 1 -1 - - W14x22 8 -24 8 -1 2 -1 W14x43 19 -19 27 -7 2 -2 W24x68 20 -21 53 20 1 -1 W27x102 17 -23 105 45 3 -3 W8x10 17 -17 1 -1 1 -1 W8x18 31 1 -31 1 5 1 -1 1 2 -4 W8x24 4 -4 6 -2 2 -5 C10x20 1 -1 3 -1 1 -1 C12x25 2 -1 1 -1 1 -1 NOTE: ALL CONNECTIONS TO BE DESIGNED TO SUPPORT NOT LESS THAN 6 Kips EQUIPMENT DESIGN LOADS: SILO: 150 TONS (CONTENTS) 29 TONS (SELF WT) - ASSUMED BUCKET ELEVATOR: 6.5 TONS ASSUMED FLINT CULLET CONVEYOR: 5 TONS ASSUMED *ASSUMED WT'S TO BE REVIEWED AFTER EQUIPMENT SUBMITTAL DRAWINGS ARE APPROVED. PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT z PAVIN 29'-0" [8839 mm] NORTH ELEVATION AS RECORDED US 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS 27-10-10 ISSUED FOR BY DATE I ISSUED FOR N / F 1hL 4-1 PLAN VIEW D 10RIZONAL TRUSS 3ETWEEM SILO 9 AND 13 TEE S013 & S015 Te, Y.5 20'-0" 29'-0" 196 mm] [8839 mm] 45'-0" 716 m WEST ELEVATION 2 02/21/12 AS RECORDED RIS 1 18-11-10 REVISED FOR STRUCTURAL STEEL CLARIFICATIONS LT BY DATE I NO. DATE REVISION SOUTH ELEVATION DRAWN BY DATE I CHECKED BY 5'U'/LT DATE SSOE/RJK 10/20/10 I FIi F 397212SOOl,dwg R]K REV CHWD APPV.D I SCALE BY BY BY 1/8"=1'-0" APPROVED BY DATE PROJECT NUMBER 8145.384 D 72-SO01-SO05 K1: NOTES: 1. WORK THIS DRAWING WITH DRAWINGS S002 - S005 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR SIDING AND GIRT DETAILS SEE SO04. 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. SSOE, Inc. OO 9901W 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 GENERALARRANGEMENT "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO S001 G-3972 2 POSTS/COLUMNS MEMBERS SIZE FX MAX Fx MIN Fy MAX Fy MIN FZ MAX FZ MIN W1Ox49 153 32 7 -8 9 -3 W6x15 3 - 1 -1 1 -1 W8x24 6 -15 2 -2 1 -1 NOTE: ALL CONNECTIONS TO BE DESIGNED TO SUPPORT NOT LESS THAN 6 Kips EQUIPMENT DESIGN LOADS: SILO: 150 TONS (CONTENTS) 29 TONS (SELF WT) - ASSUMED BUCKET ELEVATOR: 6.5 TONS ASSUMED FLINT CULLET CONVEYOR: 5 TONS ASSUMED *ASSUMED WT'S TO BE REVIEWED AFTER EQUIPMENT SUBMITTAL DRAWINGS ARE APPROVED. PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT z PAVIN 29'-0" [8839 mm] NORTH ELEVATION AS RECORDED US 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS 27-10-10 ISSUED FOR BY DATE I ISSUED FOR N / F 1hL 4-1 PLAN VIEW D 10RIZONAL TRUSS 3ETWEEM SILO 9 AND 13 TEE S013 & S015 Te, Y.5 20'-0" 29'-0" 196 mm] [8839 mm] 45'-0" 716 m WEST ELEVATION 2 02/21/12 AS RECORDED RIS 1 18-11-10 REVISED FOR STRUCTURAL STEEL CLARIFICATIONS LT BY DATE I NO. DATE REVISION SOUTH ELEVATION DRAWN BY DATE I CHECKED BY 5'U'/LT DATE SSOE/RJK 10/20/10 I FIi F 397212SOOl,dwg R]K REV CHWD APPV.D I SCALE BY BY BY 1/8"=1'-0" APPROVED BY DATE PROJECT NUMBER 8145.384 D 72-SO01-SO05 K1: NOTES: 1. WORK THIS DRAWING WITH DRAWINGS S002 - S005 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR SIDING AND GIRT DETAILS SEE SO04. 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. SSOE, Inc. OO 9901W 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 GENERALARRANGEMENT "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO S001 G-3972 2 CONTRACTOR TO PROVIDE DOOR, DETAIL N1 DOOR FRAME & WALKWAY FROM DETAIL N S004 SILO 13 TO FURNACE BUILDING. FABRICATOR TO VERIFY TOP OF FUNRACE BUILDING 5004 CONCRETE FLOOR ELEVATION BEFORE FABRICATION EL.0" W 14X176 T.O.S. .S. EL. 5412'-11/2" J BOTTOM OF BASE PLATE DETAIL rc 0008 TYP. W14176 COLUMN BASE W 8X24 W 10X49 E N C 10X15.3 EL. 5434'-4" T.O.S W 6X15 W 14X90 W 1OX49 W 14X61 41-211 !7 mm] 13'-0" BOTTOM LACING 20'-0" SECTION rD 701 20'-0" 196 mm l0'-0" [3048 mm] EL. 5446'-6 3/8" T.O.S. EL. 5446'-63/8" T.O.S. GLOBAL MANUFACTURING & ENGINEERING CENTER E AS RECORDED FACILITIES ADVANCEMENT W 14X176 = E " v E W 14X176 10'-61/" -v E M EL. 5422'-61/4bo " ^ W 14X22 u (2)L3.5x3.5x3/8 [6096 mm] T.O.S. [4267 mm] [3213 mm] E E E v EL. 5416'-7" Ln a0 E n T.O.S. e W.P' 21-10Y411 tW14x90 Ln Ln �Ln O o e LANDING SEE S005 Ln Ln E 9' 6% " T.O.S. M_ C 12X25 °' O1 r o+ [3048 mm] L 3X2.5X1/4 DETAIL A6 �. [327 mm] EL. 5412'-11/2" J BOTTOM OF BASE PLATE DETAIL rc 0008 TYP. W14176 COLUMN BASE W 8X24 W 10X49 E N C 10X15.3 EL. 5434'-4" T.O.S W 6X15 W 14X90 W 1OX49 W 14X61 41-211 !7 mm] 13'-0" BOTTOM LACING 20'-0" SECTION rD 701 20'-0" 196 mm l0'-0" [3048 mm] EL. 5446'-6 3/8" T.O.S. EL. 5446'-63/8" T.O.S. FOR STAIRS AND LANDING SEE 5005 DETAIL (2)3x3x3/8 TYP. (6) PLACES rW 8X24 z I < I E M E E 00 <8X18 W 8X18 o E "'To �Ln N N W 1OX49 EL. 5423'-2 1/2" T.O.S. W 14X90 W 10X49 IN W.P. W 14X43 FOR STAIRS AND LANDING SEE S005 SECTION G S001 111rVRPIH I lull wn I fLLnCu nLNLIII UVIIJ I l l u l CO PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING & ENGINEERING CENTER E AS RECORDED FACILITIES ADVANCEMENT ISSUED FOR C ISSUED FOR E " v E E61 10'-61/" -v M v O ^ W 14X22 [127 mm] (2)L3.5x3.5x3/8 [6096 mm] [4267 mm] [3213 mm] E v En N Ln a0 n W.P' 21-10Y411 tW14x90 E O C 12X25 LANDING SEE S005 Ln Ln E 9' 6% " T.O.S. M_ [87 mm] °' O1 r o+ [3048 mm] DETAIL A6 FOR STAIRS AND LANDING SEE 5005 DETAIL (2)3x3x3/8 TYP. (6) PLACES rW 8X24 z I < I E M E E 00 <8X18 W 8X18 o E "'To �Ln N N W 1OX49 EL. 5423'-2 1/2" T.O.S. W 14X90 W 10X49 IN W.P. W 14X43 FOR STAIRS AND LANDING SEE S005 SECTION G S001 111rVRPIH I lull wn I fLLnCu nLNLIII UVIIJ I l l u l CO PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUED FOR C ISSUED FOR A6 L 6X4X3/8 liw ICL'tiiTi SECTION E FOR TRUSS 1 SEE S006 5001 3/4"OA325 BOLT IN 13/16"0 HOLES {" THK. PL. ,325 DETAIL A6 SCALE= 3/5"-1'-0" RJS 02/21/12 DE/RJS 18-11-10 BY DATE I ISSUED FOR = E E W. P E N EL. 5434'-4' .O.S E Cb r (2)L4X 3 8 14'-0" [4267 mm] (2)0.50.50/8 TYP. (4) PLACES W 10X49 /--W8X18 EL. 5446'-6 3/8" T.O.S } W.P. - W 1OX49 W.P. 20'-0" 4'-2" W 6X15 W 6 mill 14'-0" E61 10'-61/" ^ W 14X22 [127 mm] (2)L3.5x3.5x3/8 [6096 mm] [4267 mm] [3213 mm] v FOR STAIRS AND W.P' 21-10Y411 tW14x90 M O mill 10'-0" LANDING SEE S005 1' 0 e" 9' 6% " T.O.S. [87 mm] [3048 mm] DETAIL A6 �. [327 mm] [29 mm] E W.P. (2)0.50.50/8 EL. 5446'-6 3/8" (2)L3x3x3/8 27X102 'v "' TYP. (4) PLACES W 14X22 EL. 5440'-10 3/4" T.O.S. TYP. (8) PLACESW N ^ pi W 1OX49 T.O.S = E W.P. N N CD �O %D - I Ln o En E ^ ' W.P. (2)L3x3x3/8 r(2)L3.5x3.5x3/8 W lOX 9 (2)L4x4x5/8 W 10X49 ,? E ,� EL. 5440'-10 3/4" EW14x61 EL. 5440'-10 1/4" �, W.P. W 8X24 E`� o W,P, T.O.S. (2)L4x4x3/8 EL. 5422'-0" T.O.S �o BOTTOM OF W14120 �, co N W.P. W.P. W 8X18 W 8X24 W 8X24 W 8X18 W 8X18 W.P. W 14X22 W.P.(2)L300/8 EL. 5434'-4" T.O.S (2)L 3 -1/2X3 -1/2X3/8" TYP. W 14X22 W 10X49 (2)L 4X4X3/8 EL. 5427'-1 3/4" = E EL. 5427'- 13/4" (2) 3 1/2x3 1/2x3/8 T.O.S. ,� T.O.S. W.P. W.P. L 5X5X3/8 E W.P. W.P. W.P. W 8X18 o, E ^ ° W 6X15 2)L4x4x5/8 E W 14x145 )L3.5x3.5x3/8 q ,E 1 EW14x90 EL. 341-411 54T.O.S 0 E ( 2)L4x4x5/8 (2)L4x4x5/8 (2)L6x6xl/2 E - E E Lo of So 000 � - - E a aEo Ln N Ln fb N r, �.\-1 E N � \E NN En %D \E N4m1 Ll W.P. Nr, %0 N %0 rN �Z(2)Lkk3/8 W. P. u E (2)L4x4x3/8 W 14X176 co (2)L4x4x3/8 - (2)L4x4x5/8 W 10X49 (2)L3x3x3/8 '" E E EL. 5422'-0" (2)L4x4x5/8 (2)L3.5x3.5x3/8 W 14X176 kW14x43 rn o E 4W14x120 W14X176 � rnM U\- W 14X176 [2438 mm] 4'-0" [1219 mm] _ EL. 54121-11/211 BOTTOM OF BASE PLATE EL. 54121-11/211 BOTTOM OF BASE PLATE [5182 mm] [6096 mm] [4267 mm] ICL'tiiTi SECTION E FOR TRUSS 1 SEE S006 5001 3/4"OA325 BOLT IN 13/16"0 HOLES {" THK. PL. ,325 DETAIL A6 SCALE= 3/5"-1'-0" RJS 02/21/12 DE/RJS 18-11-10 BY DATE I ISSUED FOR = E E W. P E N EL. 5434'-4' .O.S E Cb r (2)L4X 3 8 14'-0" [4267 mm] (2)0.50.50/8 TYP. (4) PLACES W 10X49 /--W8X18 EL. 5446'-6 3/8" T.O.S } W.P. - W 1OX49 W.P. 3/4"0 A325 BOLT FINGER TIGHT IN 13/16" HOLE IN W8 & 13/16"xl 7/81G. SLOT IN L6x4 10'-9" 4'-0" 29'-0" [8839 mm] SECTION rH FOR TRUSS 4 SEE S006 5001 45'-0" SECTION rF soot FOR TRUSS 2 SEE S006 I n.r. I 11394 SECTION J FOR TRUSS 3 SEE S006 5001 NOTES: 1. WORK THIS DRAWING WITH DRAWINGS SOO1, S003 - S005, & S025 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR SIDING AND GIRT DETAILS SEE 5004. 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G -3679S915 & G -3679S951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. DRAWN BY DATE CHECKED BY SSOE/RJK DATE 18/11/10 SSOE/LT 27/10/10 APPROVED BY DATE 2 02/21/12 AS RECORDED RJS 3972125002 dw SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 SILO 1 FTI F- 9 11 11 SECTIONS & DETAILS 1 10-10-2011 RE-WORKDED CROSS BRACING IN SECTION E FOR DOORWAY PER 2011 AS -BUILT MTR RJS p C FURNACE CONVERSION TO FLINT BY DATE N0. DATE REVISION °eY° ^'PV'D SCALE 3/16"=l'-O"PROJECT 8145.3074 RMBC WHEAT RIDGE, CO NUMBER S002 DRAWIN NUMB! G-3972 21 W 6X15 W 6 E61 ^ W 14X22 P (2)L3.5x3.5x3/8 v W.P' EL. 5427'-1 3/4" tW14x90 M O W.P. T.O.S. E W.P. 'v "' N E N ^ pi W 1OX49 N N r0 �O %D _ En E ^ E W.P. (2)L3x3x3/8 r(2)L3.5x3.5x3/8 W lOX 9 (2)L4x4x5/8 ,? ,� EW14x61 EL. 5422'-0" BOTTOM OF W14120 3/4"0 A325 BOLT FINGER TIGHT IN 13/16" HOLE IN W8 & 13/16"xl 7/81G. SLOT IN L6x4 10'-9" 4'-0" 29'-0" [8839 mm] SECTION rH FOR TRUSS 4 SEE S006 5001 45'-0" SECTION rF soot FOR TRUSS 2 SEE S006 I n.r. I 11394 SECTION J FOR TRUSS 3 SEE S006 5001 NOTES: 1. WORK THIS DRAWING WITH DRAWINGS SOO1, S003 - S005, & S025 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR SIDING AND GIRT DETAILS SEE 5004. 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G -3679S915 & G -3679S951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. DRAWN BY DATE CHECKED BY SSOE/RJK DATE 18/11/10 SSOE/LT 27/10/10 APPROVED BY DATE 2 02/21/12 AS RECORDED RJS 3972125002 dw SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 SILO 1 FTI F- 9 11 11 SECTIONS & DETAILS 1 10-10-2011 RE-WORKDED CROSS BRACING IN SECTION E FOR DOORWAY PER 2011 AS -BUILT MTR RJS p C FURNACE CONVERSION TO FLINT BY DATE N0. DATE REVISION °eY° ^'PV'D SCALE 3/16"=l'-O"PROJECT 8145.3074 RMBC WHEAT RIDGE, CO NUMBER S002 DRAWIN NUMB! G-3972 21 W 14x120 W 1461 (-5/8") PROPRIETARY, , CONFI ENTIAL NDTR DESS iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 49° REF. E E u? , Fn an M 45'-0" 716 mm CONTRACTOR TO PROVIDE DOOR, DOOR FRAME & WALKWAY FROM SILO 13 TO FURNACE BUILDING. FABRICATOR TO VERIFY TOP OF FUNRACE BUILDING CONCRETE FLOOR ELEVATION BEFORE FABRICATION 22'-0" %4" CHECKER PLATE 20'-0" [6096 mm] 3'-8" [iii8 mm] OPENING 5' C 8 x 11.5 W 14x22 W 14x22 W 14x43 W 8x24 W 1461 EL. 5416'-8" T.O.G. 201-0 [6096 mm] C 8 x 11.5 SECTION K S001 1/4" CHECKERED PLATE NOT SHOWN FOR CLARITY PLAN @ EL. 5423'-2 1/2" T.O.S. UNLESS NOTED EL. 5423'-2 3/4" TOP OF 1/4" CHECKERED PLATE GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT 11'-3" 1'-2%" z [368 mm] W 14x43 W 10x12 C 8 x 11.5 EL. 5423'-2 3/4" T.O.G. EL. 5422'-7 1/4" T.O.G. W 14x43 S1 S005 EXISTING FURNACE BUILDING AS RECORDED RJS 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS 18/11/10 ISSUED FOR BY DATE ISSUED FOR I o r- ZD Lu s a 0 Ce Lu Y u Lu x v 0 o, N SECTION L soot GRATING NOT SHOWN FOR CLARITY PLAN @ EL. 5434'-4" T.O.S. EL. 5434'-5" T.O.G. 1 02/21/12 AS RECORDED BY DATE NO. DATE REVISION DRAWN BY SSOE/LT 1'-0" m 2'-101%6" [884 mm] CID E E ZD" �� y. N W 14x22 CID E L6x4x3/8 00 TYP. (4) PLACES BELOW 1/4" CHECKER PL. L" ri 9n 14'-0" .67 mi W 24x68 W 24x68 C6x8.2 TYP. (12) PLACES 10'-0" W 14x43 TYP. (4) PLACES 187 mm W 27x102 Ln En o U) W 14x22 DOWN TO EL. 54401-113/411 TOP OF GRATING 7'-0" 134 m W 27x102 SECTION M soot SAFETY PLATE NOT SHOWN FOR CLARITY PLAN @ EL. 5446'6 3/8" T.O.S. EL. 5446'6 5/8" TOP OF CHECKERED PL & GRATING OPENING DETAIL X SCALE: 3/8"=1'-0" j/411x2"x5'-3" 1" GRATING 4"x2"x4'-5" NOTES: 1. WORK THIS DRAWING WITH DRAWINGS 5002 - S005 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR SIDING AND GIRT DETAILS SEE S004. 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G -3679S915 & G -3679S951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. DATE CHECKED BY SSOE/RIK DATE 18/11/10 11/O1/10 APPROVED BY DATE RJS FTI F. 397212SO03.dwg REV CHCD APPV.D SCALE 3/16"=1'-0" PROJECT BY BY BY NUMBER 8145.384 PL. 1/4"x2" 00 ss01F HOLD FOR SILO CONNECTION DETAIL .. UAAU SECTION rAl SCALE= 1/2"=1'-0" Ci�\VS 18-11-00 sSO� \nc. SSOE, Inc. 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 SECTIONS & DETAILS "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO S003 I 1 G-3972 2'-54" TMP' 5/16 [743 mm] = E _ E M � A TYP. (4) PALCES 5 16 PL 3/4" [19mm] THK. N- 49° \n rr— ----> REF. ^R8LRI 5/16 TYP. (5) PLACES 1�" [24 mm] TYP. 1'-4" [229 mm] [38 mm] [406 mm] E M E E [114 mm] E Z ,1 E to M VIEW S 02 E= E E E VIEW Q [203 mm] E E � E - E to ON . NM M E - E `"o+ E E '"v ON CA N 1/4" [6mm] THK. SHIM PACK 4 ^ N 5002 - o, N [102 mm] u r4 M E PL. 1"x7 3/8"xl'- 0 5/8" u [24 mm] PL. 3/8"x5 1/2"x11" PL. 1"x11"x1'-4" �, ON o 5/16 PL 1/2" [13mm] THK. _ PL. 1"x8 1/2"xl'-4" • 5/16 - E _ E _r E E (3) 7/8" OA325 M E M K E E _� w 0Eo M 5/16 Z (6) 7/8 (6A325 3" M E � M 0 M M E N O o -_ -_ [76 mm] � \ " PL. 3/4"x8 3/4"xl"- 0 5/8" DETAIL N PL. 3/8"x4 1/2"x6" • 1/2°=1-0° SHOWN 5002 N E \ oE+ N to (2) 7/8"OA325 $ _ oo 'v - E DETAIL N1 PL. 3/8"x5 1/2"x11" 5/16 N v E 1/2"=1'-0" OPPOSITE HAND S002 (3) 7/8"OA325 = E « 5/16 t \ _ .N E Tito N E aN E �E -IF411 � N u PL. 1"x11 9/16"xl'-4" . v � 1/4 Ln [102 mm] ^' PL 1"x101/2x1' 1" E E_ E �? E 3 SIDES 1/4 ly M E = E o E M o+ 1/4 SECTION R PL. 3/4 x7 3/8 x1- 0 5/8 [229 mm] [38 mm] o' o ON PL 3/4 [19mm] THK. N M SECTION Rl SECTION T BEAMS REMOVED FOR CLARITY PL 1"x10 1/2x1'-6 1/2" SIDING PANEL [24 mm] E SIDING PANEL 1' 1'-1%" = E #12/14 x 1 1/2" LAP #12/14 x 1 1/2" [343 mm] (10) 7/8"q�A325 SDWW SDWVV LOWER ROOF PANELS 6 6 UPPER ROOF PANELS to 00 N M SUPPORT SUPPORT SECTION Z 3Y4" SIDING PANEL EDGING TRIM [95 mm] BASE ANGLE 3x3 1/4-14 x 7/8" 7�j�� #12/14 x 1 1/2" [19 mm] SDWW CAULKING SDWW @ 16" O/C #12/14 x 1 1/2" 1/4" SAFETY PLATE 51/" SDWW @ SPACING 11-011 OUTSIDE CORNER [133 mm] WINDOW, LOUVER, z TRIM "OS3„ 3/32" x 1/2" SEALER SIM. TO EAVE 1/4" SAFETY PL [3.2 mm] OR DOOR FRAME a 1/4-14 x 7/8" SIDING PANEL TAPE "STV CONT. SUPPORT C 6x8.2 SECTION P BASE TRIM (N. B. F.) OPENING O SDWW@ 16" O/C COLUMN BD5 WINDOW, LOUVER, HEAD = OR DOOR FRAME D OUTSIDE CORNER DETAIL ROOF PANEL END LAP DETAIL L6x4x3/8 CURB w/ RIM (N. B. F.) � CAULKING 14GA. 6" ZEE TYP. UPPER SIDING PANELS SUPPORT FLAXOSPAN OR EQUAL L4"x3"x1/4" EDGING TRIM SUPPORT 6'-0" MAX SPACING "EJ5" SUPPORT L 3 x 3 x 1/4 22GA FLEX RIB BY FLEXOSPAN #12/14 x 1 1/2" SIDING PANEL SDWW M SIDING PANEL OPENING SILL SIDING PANEL BASE ANGLE 3x3 #12/14 x 1 1/2" WINDOW, LOUVER, SDWW @ SPACING 1/4" SAFETY PL. #12/14 x 1 1/2" SUPPORT OR DOOR FRAME INSIDE CORNER LOWER SIDING PANELS SIM. TO BASE SDWW 1/4" SAFETY PLATE TRIM "IS3" BD5 BASE TRIM (N. B. F.) 1/4-14x7/8" SIDING PANEL END LAP DETAIL N SDWW @ 16" O/C TYP. SIDING SUPPORT DETAIL SIDING PANEL NOTES: 3/8"=1' 0" INSIDE 1. 3/32" x 1/2" SEALER TAPE "STV TO BE USED @ END LAPS OF ALL CLOSURES CAULKING ROOF PANELS REGARDLESS OF ROOF PITCH. CURB w/ CLOSURE SIDING PANEL;#12/14D'4' INSIDE CORNER DETAIL "EJ5" 2. ROOF PANEL END LAPS SHOULD BE STAGGERED WHEN POSSIBLE. OPENING EDGING TRIM JAMB L6"x4"x3/8" 5/8"0 SAG ROD TYP. 1_6"x4"0/8" 5/8"0 SAG ROD TYP. L6"x4"0/8" TYP. SIDING DETAILS N.T.S. 14GA. 6" ZEE TYP. 14GA. 6" ZEE TYP. = E 5/8"0 SAG ROD TYP. L6"x4"x3/8" 14GA. 6" ZEE TYP. FLEXOSPAN OR EQUAL EL. 5446'-6 3/8" T.O.S. FLEXOSPAN OR EQUAL FLEXOSPAN OR EQUAL 5/8"� SAG ROD TYP. 14GA. 6" ZEE TYP. 101-111, v' o FLEXOSPAN OR EQUAL [3327 mm] °D W.P. L4x4x3/8 a I I Lu 0 W w. Y W 2 E E E E `� E n O� to Nr � � C 8x11.5 N00qqr Ln Ln Ln Ln VIEWJ o SCALE=3/16"1'-0"S002 FOC Y \sued ��pN tD Lu E, enc. 11-10 EL. 5423'-2 1/2" T.O.S. I O IL E E _ E N Go 3' 0"11 x7' 0" _ E q+ E �+ E o MAN DOOR o+ E N WN00 0 o 31-41 11-2Y4" N o [10117 mm] [375 mm] NOTES: EAST GIRT ELEVATION NORTH GIRT ELEVATION WEST GIRT ELEVATION SOUTH GIRT ELEVATION 1. WORK THIS DRAWING WITH DRAWINGS S002 - S005 3/16"=1'-0" 3/16"=1' 0" 3/16"=1' 0" 3/16"=1' 0" 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR SIDING AND GIRT DETAILS SEE S004. SSC)E, Inc. SILO 13 EQUIPMENT ENCLOSURE 4 DRAWINGG-3679S915&G 36 9 951 FOR STAIR & HANDRAIL DETAILS SEE 0-1 STANDARD OO SSO� Tole MOH adison Ave. T 419-255-383043604 19 255 383004 5. GRATING: 1 19W4 WITH 3/16" BEARING BARS. Project# 010-00411-010 JN CONTAINED HEREIN CONSTITUTES ..r„n'. ", PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING ' & ENGINEERING CENTER AS RECORDED RJS 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS18-11-10 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE SSOE/LT 11/01/10 "_UENK 16�11�10 CHECKED BY DATE APPROVED BY DATE SILOQ 13 SECTIONS CX DETAILS SHEET NUMBER S OO4 REV 1 1 02/21/12 AS RECORDED RIS - Fil F 397212S004,dwg PROJECT 8145.384 NUMBER i� �i C FURNACE CONVERSION T FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT SCALE 1/2"=1' 0" N0. DATE REVISION °eY° ^'�'D EL. 5434'-5" T.O.G. BARS T-51%6" 1675 mm GRATING Y-7%6" E TOP OF GRATING GRATING o E EL. 5422'-71/4" M v. CID 0 z E E _ E M <STOCK NUMBER> <STOCK NUMBER>e E N kO E M c Q) ^ u N rq t0 E EL. 5423'-2 3/4" v 3'-11 a" GRATING ET.O.G. Cl) 3'-0" [914 mm EL. 5434'-5" T.O.G. EL. 5434'-4" T.O.S. -\ 9'-21/" 4 [28mm] GRATING w/ mmI HANDRAIL ON BOTH SIDE OF STAIRS 8 L3x3x1/4 TOP OF GRATING EL. 5423'-2 3/4" V 2'-6" ]762 mm] GRATING 3'-1 e" [955 mm] CONTRACTOR TO PROVIDE DOOR, DOOR FRAME & WALKWAY FROM SILO 13 TO FURNACE BUILDING. FABRICATOR TO VERIFY TOP OF FUNRACE BUILDING CONCRETE FLOOR ELEVATION BEFORE FABRICATION DETAIL in it 24'-915/, <STOCK NUMBER> SECTION rA2 SCALE=1/2"=1'-0" E z Co E fV Vr PROPRIETARY, , CONFIDENTIALlLu LIII NDTR DESS iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. WEST STAIR ELEVATION 3/16"=1'-0" GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUED FOR C ISSUED FOR 1 w GRATING 3Y2" 89 mm NOTCH IN C10x15.3 C 10 x 15.3 (6)3/4"OA325 n' ^ M [95 mm] SECTION A3 SCALE= 1/2"=1'-0" MIE DETAIL W SCALE= 1/2"=1'-0" TYP. DETAIL rA4 SCALE=1/2"=1'-0" 1/4 2@12 EL. 5422'-71/4" 1/4 T.O.G. 10 x 15.3 2'-6" \ss SR��J\()N C 10 x 15.3 GONS 18-11-10 L 2.5 x 2.5 x 1/4 ggOE enc. SECTION v 1/2"=1'-0" [1267 mm] NOTES: 1. WORK THIS DRAWING WITH DRAWINGS S001 - S004 & S025 2. FOR GENEL NOTES SEE SHEETS SOUTH STAIR ELEVATION 3. FOR SIDING AND GIRT DETAIL EE SO01. 04. 3/16"=1'-0" 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD RJS 02/21/12 )E/RJS 18-11-10 BY DATE ISSUED FOR BY DATE DRAWING G-36793915 & 0-36793951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. SSOEIRIK 18/1110 0o ssow SSOE, Inc. 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 DRAWN BY DATE CHECKED BY DATE SILO 1J - J 1 /11 RJ MIllU LM14U114U0 SSOE/LT 11/0l/lo APPROVED BY DATE SECTIONS & DETAILS 2 02/21/12 AS RECORDED RIS FTI F. 397212SO05.dwg "C" FURNACE CONVERSION TO FLINT 1 2010-12-22 REVISE HANDRAIL PLAN EGB RX 1/4"=1'-0" PROJECTp NO. DATE REVISION B =BY° ^'BY SCALE NUMBER 8145.3074 RMBC WHEAT RIDGE, CO S005 G-3972 2 _ E <STOCK NUMBER> <STOCK NUMBER>e E N kO E 51-8Y411 E ^ u N rq t0 E EL. 5423'-2 3/4" v 3'-11 a" GRATING ET.O.G. Cl) T E 1/4" GRATING HANDRAIL ON BOTH T.O.G. FAEL54221-7. 3-75 „ HANDRAIL ON BOTH SIDE OF STAIRS SIDE OF STAIRS [1108 mm] z o EL. 5416'-8" T.O.G. [1969 mm] EL. 5446'-6 5/8" <STOCK NUMBER> E1"T.O.G. & 1/4" SAFETY PL. eermric L°' <STOCK NUMBER> EL. 5416'-7" T.O.S. BER> 111 " TOP OF GRATING <STOCK NU R <STOCK NUMBER> [304 mm] EL. 54401-113/411 1 nf <STOCK NUMBER> <STOCK NUMBER> LACING <STOCK NUMBER> <STOCK NUMBER> [2656 mm] [1061 mm] Li 6" PROPRIETARY, , CONFIDENTIALlLu LIII NDTR DESS iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. WEST STAIR ELEVATION 3/16"=1'-0" GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUED FOR C ISSUED FOR 1 w GRATING 3Y2" 89 mm NOTCH IN C10x15.3 C 10 x 15.3 (6)3/4"OA325 n' ^ M [95 mm] SECTION A3 SCALE= 1/2"=1'-0" MIE DETAIL W SCALE= 1/2"=1'-0" TYP. DETAIL rA4 SCALE=1/2"=1'-0" 1/4 2@12 EL. 5422'-71/4" 1/4 T.O.G. 10 x 15.3 2'-6" \ss SR��J\()N C 10 x 15.3 GONS 18-11-10 L 2.5 x 2.5 x 1/4 ggOE enc. SECTION v 1/2"=1'-0" [1267 mm] NOTES: 1. WORK THIS DRAWING WITH DRAWINGS S001 - S004 & S025 2. FOR GENEL NOTES SEE SHEETS SOUTH STAIR ELEVATION 3. FOR SIDING AND GIRT DETAIL EE SO01. 04. 3/16"=1'-0" 4. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD RJS 02/21/12 )E/RJS 18-11-10 BY DATE ISSUED FOR BY DATE DRAWING G-36793915 & 0-36793951. 5. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. SSOEIRIK 18/1110 0o ssow SSOE, Inc. 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 DRAWN BY DATE CHECKED BY DATE SILO 1J - J 1 /11 RJ MIllU LM14U114U0 SSOE/LT 11/0l/lo APPROVED BY DATE SECTIONS & DETAILS 2 02/21/12 AS RECORDED RIS FTI F. 397212SO05.dwg "C" FURNACE CONVERSION TO FLINT 1 2010-12-22 REVISE HANDRAIL PLAN EGB RX 1/4"=1'-0" PROJECTp NO. DATE REVISION B =BY° ^'BY SCALE NUMBER 8145.3074 RMBC WHEAT RIDGE, CO S005 G-3972 2 FAI U TRUSS 1 1358 178 1 KUJJ L L� TRUSS 3 1124 186 124 358 ooss0e7 END: kRTHQUAKE EAD VE NOW VIND 'ON =+ RESSION = 4 D SSOE, Inc. 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project# 0 10-00411-01 0 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF0-1)AN IS ROCKWAY CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECTTO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING 01 &ENGINEERING CENTER AS RECORDED US 02/21/12 ISSUED FOR CONSTRUCTION RJK 18/11/10 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE EGB 11/18/10 RJK 181110 CHECKED BY DATE APPROVED BY DATE SILO 13 TRUSS DIAGRAM DESIGN LOADS SI1EE I NUMbt:K 5006 KEV 2 2 02/21/12 AS RECORDED RJS FILE: 397212S006,dwg PROJECT g 145.384 NUMBER ,T T, C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT 1 03/01/11 ADDED NOTE, BOX AROUND COLUMN LOADS & TOTAL COLUMN LOADS RJS SCALE NONE N0. DATE REVISION REV CHM "'a,.° BY T.O.! W nLL i iVRI&Viv i ML Unn IIW toULLC 1 ,1 VKM%3C OL VLLJ ammo rLA11 1 rLAIII VLCYY TO BE (2) L2Y2 x2V2 x Y4 PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT AS RECORDED ISSUED FOR RIS BY DATE I ISSUED FOR BY DATE CULLET STORAGE & OLD SAND PLANT SOUTH ELEVATION DRAWNGBBY 11/6/10 DATE CHECKED BY""`I"'" DATE APPROVED BY DATE 2 FOR SELENIUM PRE -MIX PLAFTORM SEE DRAWING 5010 AS RECORDED �o 0 0 o OO 0 C SO10 FTI F. 397212SO07.dwg 1 9-26-2011 EXTENED EW BEAMS BY T TO SUPPORT CONVEYOR, PER AS BUILT MTR RIS nLL i iVRI&Viv i ML Unn IIW toULLC 1 ,1 VKM%3C OL VLLJ ammo rLA11 1 rLAIII VLCYY TO BE (2) L2Y2 x2V2 x Y4 PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT AS RECORDED ISSUED FOR RIS BY DATE I ISSUED FOR BY DATE CULLET STORAGE & OLD SAND PLANT SOUTH ELEVATION DRAWNGBBY 11/6/10 DATE CHECKED BY""`I"'" DATE APPROVED BY DATE 2 02/21/12 AS RECORDED RIS - FTI F. 397212SO07.dwg 1 9-26-2011 EXTENED EW BEAMS BY T TO SUPPORT CONVEYOR, PER AS BUILT MTR RIS NO. DATE REVISION B =BY° ^'Erf 3/16"=1'-0" SCALE PROJECT NUMBER 8145.384 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. ROOF LINES ARE APPROX DIMENSION SHALL BE DETERMINED BY CONTRACTbR. 3. C N RA S OR TOIRED.OVE & REPLACE SIDING AND SSOE, Inc. Madison Ave. OO 99 01w T 4119 Toledo, OH 43004 Project # 010-00411 -01 NEW FLINT CONYEOR SUPPORT "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO 12 6.10 So-\nc. S007 G-3972 2 SILO #15 & #16 DESIGN LOADS u1 nvn rr VAGJ SECTION A9 SCALE: 1"=1'-0" S008 O W 8x18 '8x18 .O.S. 5440'-10 Y/4" W.P. \ EXISTING L3x3x1/4 A6 5008 EXISTING W 6x15 EXISTING W 1205 nr rn n A4 e . nr rn n Y4 r mm 32'-6" W 1400 T.O.S. EL. 5440'-10 1/4" 1/2" SHIM PACK AT CONVEYOR EAST TRUSS 2 W.P. 5/16" SHIM PACK / AT CONVEYOR EAST TRUSS mm] 1 16'-3" 4953 mi EXISTING L3x3x1/4 EXISTING L3x3x1/4 EXISTING W 14x22 EXISTING L4x3x3/8 11: EXISTING W 12x58 EXISTING L3x3x1/4 EXISTING L3x3x1/4 EXISTING L3x3x1/4 EXISTING W 14x22 EXISTING L3x3x1/4 BOTH ENDS rrr' n "r"r' PL ATE AT )N BOTH ENDS CROSS BRACE PLATING W 801 DETAIL As SCALE: 3/4"=1'-0" SO10 W 8x18 W 8XV T.O.S EL. 5440'-10 Y4 E E N q %0 a / W.P. 6" 1/2" PL. NP. � [152 mm] EXISTING W 1205 A B 9.. 3/4" PL. NP. [229 mm] EXISTING W 12x58 A B 2'-0" CONTINUOUS/ WELD @ ENDS NP. 1/4 2-12 2'-0" CONTINUOUS BOTH ENDS 1/4 3-10 WELD @ ENDS NP. 3 2 SECTION A6 SECTION A7 SCALE = 1/2"=1'-0" 5008 SCALE = 1/2" = V-0" 5008 4" 1/2" PL. CUT TO LENGTH EXISTING HSS3x3 6" CONTINUOUS WEL[ (1/4) 2-12 < @ ENDS - NP. SECTION A4 SCALE: 3/4"=1'-0" S008 NP. COLUMN LINES 2 & 3 InE:3:fE:T� 5 PL 1/2 X 6 1/4 X10" LG NOTCH PL TO FIT AROUND EXISTING EXISTING PLATE W 1205 NP SECTION A 1/4"=1'-0" S007 PL 1/2" X 4 3/4" X 19" LG W 14X30 SECTION SCALE: 1"=1'-0" 2'-0" [610 mm] W 8X18 EXISTING COLUMN EXISTING HHSX3x3x1/4 \ SPLICE COLUMN PLATING AT BRACING NOTCH COLUMN PLATING / FOR COLUMN BRACE STIFFENER COLUMN BRACE STIFFENER LD Z E� Ega Mo� J 0 U 0 z E Eg J O U cM z E E a M Ln Z cn J O U 0 SECTION A5 SCALE = 1/2"=1'-0" S008 Ci�\VS 12-6.10 sSO� \nc. 16'-3" � 16'-3" I NOTES r 'j 1. FOR GENERAL NOTES SEE SHEET CSA001. A B [4953 mm] [4953 mm] W 8X18 W 14X30 FOR CULLET STORAGE 2'-0" W 6X15 FOR OLD SAND PLANT MODIFICATION (S009) CULLET STORGAE AREA FLINT CONEVYOR SUPPORT SILO 15 & 16 [610 mm] REFERENCE �RAwiN�s: COORS BREWING COMPANY K-43-24424-28 SHEETS 1-5 SECTION A11 ssOE, �n�. SCALE: 1"=1'-0" p OO ��0�'M 1001 Madison Ave. S00(7 Toledo, OH 43604 T 419-255-3830 Project # 01 0-0041 1-01 INFORMATION CONTAINED HEREIN CONSTITUTES DRAWN BY DATE CHECKED BY SSOEIRIK DATE 12-6.10 CULLET STORAGE AREA SILO 15 & 16 SHEET NUMBER REV PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING EGB 11/8/10 INFORMATioNOFowENs-BRocKWAYGLAss NEW FLINT CONVEYOR SUPPORT S008 2 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED &ENGINEERING CENTER APPROVED BY —DATE SUB]ECiTOTHATUNDERSTANDING. IT IS TO AS RECORDED RJS 02/21/12 2 02/21/12 AS RECORDED RJS Fil F� 3972125008.dwg i� �i DRAWIN NUMBER BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, C FURNACE CONVERSION TO FLINT USED OR CONVEYED TO OTHERS WITHOUTO-I'S FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION SSOE/RJS 12-6-10 1 9/23/2011 ADDED SECTION A9, A10, All AND SHIM NOTES FOR 2011 AS BUILT MTR RJS 1/4"=1'-0" PROJECT G-3972 WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE N0. DATE REVISION � °eY° ^'�'D SCALE 8145.384 NUMBER RMBC WHEAT RIDGE, CO W 8x31 W 801 W 6x25 +/-6 W 6x25 T.O.S. EL. 5423'-0 1/4" EXISTING W 30x99 EXISTING L3x3x1/4 EXISTING L3x3x1/4 EXISTING W 14x22 EXISTING L4x3x3/8 11: EXISTING W 12x58 EXISTING L3x3x1/4 EXISTING L3x3x1/4 EXISTING L3x3x1/4 EXISTING W 14x22 EXISTING L3x3x1/4 BOTH ENDS rrr' n "r"r' PL ATE AT )N BOTH ENDS CROSS BRACE PLATING W 801 DETAIL As SCALE: 3/4"=1'-0" SO10 W 8x18 W 8XV T.O.S EL. 5440'-10 Y4 E E N q %0 a / W.P. 6" 1/2" PL. NP. � [152 mm] EXISTING W 1205 A B 9.. 3/4" PL. NP. [229 mm] EXISTING W 12x58 A B 2'-0" CONTINUOUS/ WELD @ ENDS NP. 1/4 2-12 2'-0" CONTINUOUS BOTH ENDS 1/4 3-10 WELD @ ENDS NP. 3 2 SECTION A6 SECTION A7 SCALE = 1/2"=1'-0" 5008 SCALE = 1/2" = V-0" 5008 4" 1/2" PL. CUT TO LENGTH EXISTING HSS3x3 6" CONTINUOUS WEL[ (1/4) 2-12 < @ ENDS - NP. SECTION A4 SCALE: 3/4"=1'-0" S008 NP. COLUMN LINES 2 & 3 InE:3:fE:T� 5 PL 1/2 X 6 1/4 X10" LG NOTCH PL TO FIT AROUND EXISTING EXISTING PLATE W 1205 NP SECTION A 1/4"=1'-0" S007 PL 1/2" X 4 3/4" X 19" LG W 14X30 SECTION SCALE: 1"=1'-0" 2'-0" [610 mm] W 8X18 EXISTING COLUMN EXISTING HHSX3x3x1/4 \ SPLICE COLUMN PLATING AT BRACING NOTCH COLUMN PLATING / FOR COLUMN BRACE STIFFENER COLUMN BRACE STIFFENER LD Z E� Ega Mo� J 0 U 0 z E Eg J O U cM z E E a M Ln Z cn J O U 0 SECTION A5 SCALE = 1/2"=1'-0" S008 Ci�\VS 12-6.10 sSO� \nc. 16'-3" � 16'-3" I NOTES r 'j 1. FOR GENERAL NOTES SEE SHEET CSA001. A B [4953 mm] [4953 mm] W 8X18 W 14X30 FOR CULLET STORAGE 2'-0" W 6X15 FOR OLD SAND PLANT MODIFICATION (S009) CULLET STORGAE AREA FLINT CONEVYOR SUPPORT SILO 15 & 16 [610 mm] REFERENCE �RAwiN�s: COORS BREWING COMPANY K-43-24424-28 SHEETS 1-5 SECTION A11 ssOE, �n�. SCALE: 1"=1'-0" p OO ��0�'M 1001 Madison Ave. S00(7 Toledo, OH 43604 T 419-255-3830 Project # 01 0-0041 1-01 INFORMATION CONTAINED HEREIN CONSTITUTES DRAWN BY DATE CHECKED BY SSOEIRIK DATE 12-6.10 CULLET STORAGE AREA SILO 15 & 16 SHEET NUMBER REV PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING EGB 11/8/10 INFORMATioNOFowENs-BRocKWAYGLAss NEW FLINT CONVEYOR SUPPORT S008 2 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED &ENGINEERING CENTER APPROVED BY —DATE SUB]ECiTOTHATUNDERSTANDING. IT IS TO AS RECORDED RJS 02/21/12 2 02/21/12 AS RECORDED RJS Fil F� 3972125008.dwg i� �i DRAWIN NUMBER BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, C FURNACE CONVERSION TO FLINT USED OR CONVEYED TO OTHERS WITHOUTO-I'S FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION SSOE/RJS 12-6-10 1 9/23/2011 ADDED SECTION A9, A10, All AND SHIM NOTES FOR 2011 AS BUILT MTR RJS 1/4"=1'-0" PROJECT G-3972 WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE N0. DATE REVISION � °eY° ^'�'D SCALE 8145.384 NUMBER RMBC WHEAT RIDGE, CO C8x11.5 C8x11.5 Lu 18T g l/4 TYP. N EL 1/4 C8x11.5 C8x11.5 N EXISTING EXISTING TYP. WEB C8x11.5 C8x11.5 FLANGES EXISTING 22 PL. 3/8" THK. EXISTING E C 8 x 11.5 : E - E v E EXISTING W 8x18 `D -q- 3/16 ZD C" W 12x22 W 8x24 NEW W8 KNEE BRACES=22K u C 8 x 11.5x6"LG. BRACING=f6K BEAMS=6K VERT 1/4 EXISTING W8 TYP 1/4 (3) SIDES 3/16 3 SIDES 1/4 4 PL. 3/8" THK. NEW 08x11.5 C8x11.5 (2) PLACES OLD SAND PLANT STEEL DESIGN LOADS EXISTING L 4 x 4 x 1/2x4 1/4"LG. E 3/16 TYP. (3) PLACES C 8 x 11.5 W 8x24 co � 3/16 NOTCH COLUMN PLATING FOR COLUMN BRACE STIFFNER Lu SECTION B4 PL. 1/4"x6"x6.. (1/4) TOP ONLY DETAIL%" TOP ONLY EXISTING SCALE: 1/4"=1'-0" S009 D11 E� 13 mm] V-0" CONTINUOUS WELD @ ENDS W 12x22 SCALE: 1"=1'-0" S009 [ (1/4) USE CONTINUOUS WELD ABOVE 1/4 2-10 ROOF LINE 1'-0" NEW PL. 1/4"x3 1/2"x6" [305 mm] E r4 (3) SIDES TYP. 3/16 SECTION D3 DETAIL D2 EXISTING SCALE: 1/2"=1'-0" 5009 1/2"=1' 0" 5009 SUPPORT EXISTING z W 8x24- E g TYP 3/16 GRATING REMOVED FOR CLARITY GRATING REMOVED FOR CLARITY 1/4 3 3/16 1/4 3 TYP. 0 PL. 1/4"x6"x8" 1/4 SECTION D4 PL.1/4"x8"x12" SECTION LB3 1/4 SCALE: 1/4"=1'-0" 5009 SCALE: 1/2"=1'-0" 5009 <1K 1/4 1/4 TYR 1/4 3 W.P. EXISTING C8 NP' 1/4 3 EC 8 x 11.5 �_ DETAIL D9 DETAIL Dlo EXISTING W.P.`� �' SCALE: 1/2"=1'-0" S009 SCALE: 1/2"=1'-0" 5009 W 6x15 W 8x24 W 6x15 EXISTING W 8x24 EXISTING W14 ON TOP OF "'u W 8x24 W14 ON TOP OF W14 ON TOP OF W 8x18 W 8x18 W 8x18 ,-, W,p - E — — — — 0��IST� EM ,Ezo Chu.�W 6x15W 6x15 S I C 8 x 11.5 W.P. L3.5x3.5x3/8 W.P. 4751 W 6x15 TYP. 22'-34" U [6801 mm] EXISTING W14x30 BEAM cn pg o X C 8 x 11.5 NOT SHOWN o 8'-54" W 14 Z 00 FOR CLEARITY °D [2584 mm] 5008 6' 3%" -�ELu� [1915 mm] 'fin 00 L z E W 8x18 2' 11�" MCD Z x ME T.O.S. W 6x15 " EL. 5440'-10 Y4" [911 mm] 0 Z W 14 T.O.S. W 14 W 14 T.O.S. EL. 5440'-104" " 0 EL. 5440'-10/4" W.P. EXISTING GRATING REMOVED FOR CLARITY W 8x24 EXISTING 63 7'-114" W 12x22 5009 [2433 mm] z [1216 mm] EXISTING (2) L 3Y2 x 3Y2 x 4 W.P. = g W 14x30 EXISTING -� E 3 PLCS n, Z W 12x22 °O _E r, J D9 W 8x24 W 8x24 EXISTING 3/4"p ROD M u ou S009 W P S009 (2) L 3 3 x 1/4 W.P. EXISTING EXISTING W 8x24 W 12x22 W 12x22 z Z J EXISTING EXISTING 0 7 W 8x24 W 8x24 N x EXISTING (:I w o = E R MOVE EXISTING CROSSBRACES 3/4"fb ROD `"' � a ca M W.P. AND TOP M PLATES O N CO co L EXISTING � W 12x22 EXISTING E.L. 5456'-4' W 12x22 EXISTING W 8x24 EXISTING D10 3/4"0 ROD S009 D6 solo T.O.C. EL. 5405'-3" SECTION SCALE: 1/4"=1'-0" 5007 Ci�\VS 1R-10 SSO� \nc. OLD SAND PLANT MODIFICATION SECTION B soo7 SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OFOWENS-BROCKWAYGLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED GLOBAL MANUFACTURING & ENGINEERING CENTER DRAWN BY DATE SSOE/EBG 11/6/10 CHECKED BY SSOVPJK DATE 12/6/10 APPROVED BY DATE CULLET STORAGE AREA — OLD SAND PLANT NEW FLINT CONVEYOR SUPPORT SHEET NUMBER S009 REV 2 SUBJECT TO THAT UNDERSTANDING. IT IS TO BE DO CONFIDENTIAL SWITHOCOPIED, TOOTHENOT TO BE USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. AS RECORDED ISSUED FOR CONSTRUCTION ISSUED FOR RJS 02/21/12 SSEO/RJS 12-6-10 BY DATE ISSUED FOR BY DATE 2 02/21/12 AS RECORDED RIS Fil F 397212S009.dwg PROJECT o NUMBER 8145.384 i� �i C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT 1 9-30-2011 EXTENDED E.W. CONVEYOR SUPPORTS AT OLDSAND PLANT. ADDED W14 S, SECTION CUT All MTR RIS 1/4"=1'-0" SCALE N0. DATE REVISION DBWD A'PV'D (2) STIFFENERS PL 1/4"0"0" Y2„ iil" 1111ur TYP. 1/4 3/16 DETAIL rC6 SCALE: 3/4"=1'-0" S010 I1 711 PL. 1/4" THK. (11) %" 0x8"LG. HILTI HAS ROD (5" EMBED) (385428)INSTALLED WITH A HILTI HVU CAPSULE(256694) SECTION c5 SCALE: 3/4"=1'-0" 5010 2'-1 [114 mm] E E 2'-7Y/" 4 94 mmrr OPEN [57 mm] PL. 1/4"x2"x10" W 8x24 TO SUPPORT SAFETY FLOOR PLATE SECTION D7 SCALE: 3/8"=1'-0" SO10 SECTION D7 -D7 SCALE 1 / 32 7'-6%" 4 [2305 mm] W 8x24 m [114 mm] (4) PL. 1/4"x2"x10" o E �Ln CN N O E W 8x24 D7 I N rn SO10 E N fn Cn W 8x18 N �ffW W 8x24 py 8x18 (16) 05/8" HOLES UD 18 [16 mm] v C 10 x 15.3 C 10 x 15.3 E EC N C 21-16Y711M o M � [775 mm] r 1 211 [51 mm] [3564 mm] x 15.3 L4x4x318 L4x4x' W 6x15 PLAN - SELINIUM PREMIX PLATFORM W 71� 0 r1 N )OR PL. TYP. (4) HOLES - TYP. 1 4 TYP. W8 & HSS10x10 ni er"wn L3.5x3.5x3/8 A DETIAL D6 SCALE: 3/8"=1'-0" S009 7'-6%" 4 rn v Ln PROVIDE PL. 1/8"x9 3/4"x9 3/4" TO COVER ENDS OF HSS1Ox10 AND SEAL WELD W.P. L3.5x3.5x3/8 L3.5x3.5x3/8 L3x3x1/4 W 8x24 HSS10x10x5/16 W. P. 5'-1" E.L. 5456'-4" En G(0 12 6.10 sSO� \nc. SHIM TO HEIGHT J W6x15 ` a A a " IJ' A a "'. (2) PLACES @BASE AS REQ'D. FOR PLAFORM OF CIO STRINGER �c a TO BE LEVEL & POSTS & STAIRS TO BEAR ON FLOOR E TIN C FOR STAIR &HANDRAIL DETAILS SEE OI STANDARD DRAWING SSOE, Inc. SCALE: 3/8"=1'-0"S007 G-36795915 & G-36795951 OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 SAFTEY PLATE NOT SHOWN FOR CLARITY Project # 010-00411-01 INFORMATION CONTAINED HEREIN CONSTITUTES DRAWN BY DATE CHECKED BY SSOUIUK DATE 126/10 CULLET STORGAGE AREA - SELENIUM PRE -MIX SHEET NUMBER REV PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATIOGLOBAL AACCEPs MANUFACTURING 01 SSOE/LT 11/6/10 PLATFORM & 3 WAY TRANSFER BOX SUPPORT S010 1 CONTAINERNOF0-1)AN IS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED &ENGINEERING CENTER APPROVED BY —DATE SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, AS RECORDED RIS 02/21/12 1 02/21/12 AS RECORDED RIS FTI F. 397212SO10,dwg i� �i C FURNACE CONVERSION T FLINT DRAWING NUMBER USED OR CONVEYED TO OTHERS WITHOUTO-I'S FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION SSOE/RJS 12-6-10 AS NOTED PROJECT 8145.384 G-3972 WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE N0. DATE REVISION DBWD ^'PV'D SCALE NUMBER RMBC WHEAT RIDGE, CO 64 [2057 mm] 1/z 1Y4 [457 mm] [381 mm] L � I i NEW HOLES IN BEAM 5% [1676 mm] 3/8" OUTER PLATE EXISTING HOLES IN BEAM NOT USED 4 I [1219 mm] [457 mm] 14 3/8" COVER PLATE [381 mm] j 3/8" SACER PLATE 5Y2 --\\3 ___ [1676 mm] [914 mm] MAKE BOLTS 3/4" 3/8" SPACER PLATE A325 SLIP CRITICAL 0 E _I o ko .--i o M E op E En m N N CD Fl DETAIL 3/4"=1'-0" BATCH HOUSE PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT AS RECORDED ISSUED FOR RIS 02/21/12 BY DATE I ISSUED FOR BATCH HOUSE PLAN VIEW CONTRACTOR INSTALL L2 1/2x2 1/2x3/8 @ SUPPORT BEAM TYP. SUPPORT BEAM FLINT CONVEYOR SUPPORT TRUSS (BY VENDOR) TYP. ELEVATION VIEW @ CONVEYOR SUPPORTS 1/2"=1'-0" BATCH HOUSE EAST ELEVATION DRAWN BY DATEI CHECKED BY EGB 10/28/10 FT, F. 397212S011.dwg 1/8"=1'-0" REV CHCD APPV.D I SCALE BY DATE NO. DATE REVISION BY BY EW TYP. FLINT LON( SUPPORT FOR MIXED BATCH HEAD SUPPORT STEEL SEE DRAWING S017 DETAIL DA 1/4"=1'-0" 5011 REFERENCE DRAWINGS: G-3972 BC013 THRU BC015 APPROVED BY DATE PROJECT NUMBER 8145.384 DETAIL rDB 1"=1'-0" SOl1 TYP. - 10 PLACES NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH S012 -S017. SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 SILO MODIFICATIONS PLAN & ELEVATION "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO CiONs 12-11 "1 �C\�. SgpE, Soil G-3972 El 4 02/21/12 AS RECORDED RIS - - 3 9-30-2011 ADDED 2011 AS -BUILT NOTE AND DETAIL DC MTR FUS 2 2010-01-07 ADD TYP. VIEW @ CONVEYOR SUPPORTS EGB RIS 1 2010-12-22 ADD DETAILS DA & DB EGB DRAWN BY DATEI CHECKED BY EGB 10/28/10 FT, F. 397212S011.dwg 1/8"=1'-0" REV CHCD APPV.D I SCALE BY DATE NO. DATE REVISION BY BY EW TYP. FLINT LON( SUPPORT FOR MIXED BATCH HEAD SUPPORT STEEL SEE DRAWING S017 DETAIL DA 1/4"=1'-0" 5011 REFERENCE DRAWINGS: G-3972 BC013 THRU BC015 APPROVED BY DATE PROJECT NUMBER 8145.384 DETAIL rDB 1"=1'-0" SOl1 TYP. - 10 PLACES NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH S012 -S017. SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 SILO MODIFICATIONS PLAN & ELEVATION "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO CiONs 12-11 "1 �C\�. SgpE, Soil G-3972 El 1'-0" [307 mm] o E E E Ln ON CD en 2'-0" 3 ml 10" 911 DETAIL mm][229 mm] (:A5 2 5" 7 mm] - _ E E 8" PL.77 1 R3" [76 mm] o E (4)018" THRU o [38 mm] u 1/4 TYP. 4 HOLES 4Y4. DETAIL [106 mm] SILO CONNECTION PLATE A5 SCALE: 3/4"=1'-0" 5012 R9'-0" [2743 mm] FOR SILOS #1-6 1/4 N / 1/4 [2438 mm] HSS8x8x3/ 5/16 8" PL. EXISTING W 1408 i SILO #1 PL.1/2" _ E [1 mm] E. 5440'-10 1/4" W 801 HSS8x8x 8 (2) 8" 0 A325 ®_ BOLTS - C S012 [89 mm] VIEW rA so11 8" PL. 8" PL. 12" CONTINUOUS 1/4 3-9 1.,�, " EXISTING W 14x78 ti ���� �tiS� 1/4 1/2" PLATE SECTION A3 SCALE: 3/4"=1'-0" S012 \E _ E E M E 00 E 1 u O uE Lnv I i 4% [121 mm] SECTION A2 SCALE: 3/4"=1'-0" 5012 aivrunrin i lull wiv i mllLu nLnLary �vno i a i u i w PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED r0 OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING & ENGINEERING CENTER REPLACE 2 1/2"0 SCH 40 PIPE WITH En E 3"O SCH 40 PIPE SOUTH COLUMN @ SILO 1 m AS RECORDED ft � o FOR qS o 00 `o C3% W O �'— J = J s°r� E O �?omuQiO CD F=- J _ O Z be z U O O O N `"� 0::q:5/16 ^ i o co o W8x31 5/16 DETAIL Al SCALE: 1"=1'-0" S012 EXISTING W 1408 i SILO #1 PL.1/2" _ E [1 mm] E. 5440'-10 1/4" W 801 HSS8x8x 8 (2) 8" 0 A325 ®_ BOLTS - C S012 [89 mm] VIEW rA so11 8" PL. 8" PL. 12" CONTINUOUS 1/4 3-9 1.,�, " EXISTING W 14x78 ti ���� �tiS� 1/4 1/2" PLATE SECTION A3 SCALE: 3/4"=1'-0" S012 \E _ E E M E 00 E 1 u O uE Lnv I i 4% [121 mm] SECTION A2 SCALE: 3/4"=1'-0" 5012 aivrunrin i lull wiv i mllLu nLnLary �vno i a i u i w PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED r0 OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING & ENGINEERING CENTER REPLACE 2 1/2"0 SCH 40 PIPE WITH En E 3"O SCH 40 PIPE SOUTH COLUMN @ SILO 1 m AS RECORDED FACILITIES ADVANCEMENT FACILITIES ISSUED FOR G FOR W 15'-8" [1003 mm] 1/4 T.O.S. EL. 5440'-10% A4 S012 �E 00N C7 7 0 E z Ce ELn HN .n X De c� ENDS EXISTING W 14x78 T.O.C. EL. 54051-11/211 RJS DE/1 BY DATE I ISSUED FOR T.O.S. EL. EL. 5430'-7 1/2" z Z J � ESO; �? EdLn Ln Ln opoijw0 J = J OV =O O LA EXI W TYP. TYP. TYP. (5) PLACES TYP. SILO 1-6 MODIFICATION P E SILO #1 LAN VIEW E SILO #2 TYP. SILO 1-6 MDOIFICATION ELEVATION T.O.S. EL. EL. 5430'-7 1/2" SHOP FABRICATED POST HSS 5X5X1/4 EXISTING W4 i EXISTING PIPE KNEE BRACE NEW 3" SCH 40 PIPE @ EACH POST LOCATION DETAIL c SCALE: 3/4"=1'-0" S012 soDi 1/4 PL 1/2 X 6" SQ 1/2" PLATE CENTERED EXISTING W4 ON HSS VIEW D 1 1/2"= V-0" S012 J d W a Ica LD c a+ 1/411PL 45° x a 1/4 -� E EXISTING `" W8x24 x N [6 mm] T.O.G. EL. `� L W4X13 5430'-98" W4x13 Ln Y 4 [6 mm] 1/4 PL 1/4 BOTH FLANGE EXISTING C6X8.2 1/4 AND WEB PLATFORM CHANNEL 1/4 EXISTING W4x13 EXISTING C6x8.2 PLATFORM CHANNEL SE11 1-011 1/2 1CTION soli DETAIL rA4 SCALE: 3/4"=1'-0" 5012 NOTE: CONTRACTOR TO CUT BACK GRIP STRUT AND RESUPPORT AS REQ'D @ POST LOCATIONS SEE DETAIL C, VIEW D, & SECTION E FOR 2011 AS -BUILT E SILO #6 REVISIONS EL. 5440'-10 1/4" E REPLACE 2 1/2"0 SCH 40 PIPE WITH En E 3"O SCH 40 PIPE SOUTH COLUMN @ SILO 1 m N Lq W AND NORTH COLUMN @ SILO 6 z *k rZ E S g 0 0 ry in E�11 HU) NORTH COLUMN @ SILO 6 `o C3% W O �'— J = J LnXa LU ca H 0000 �?omuQiO CD F=- J Ln O Z be z U O O O EXISTING W 14x78 T.O.C. EL. 54051-11/211 RJS DE/1 BY DATE I ISSUED FOR T.O.S. EL. EL. 5430'-7 1/2" z Z J � ESO; �? EdLn Ln Ln opoijw0 J = J OV =O O LA EXI W TYP. TYP. TYP. (5) PLACES TYP. SILO 1-6 MODIFICATION P E SILO #1 LAN VIEW E SILO #2 TYP. SILO 1-6 MDOIFICATION ELEVATION T.O.S. EL. EL. 5430'-7 1/2" SHOP FABRICATED POST HSS 5X5X1/4 EXISTING W4 i EXISTING PIPE KNEE BRACE NEW 3" SCH 40 PIPE @ EACH POST LOCATION DETAIL c SCALE: 3/4"=1'-0" S012 soDi 1/4 PL 1/2 X 6" SQ 1/2" PLATE CENTERED EXISTING W4 ON HSS VIEW D 1 1/2"= V-0" S012 J d W a Ica LD c a+ 1/411PL 45° x a 1/4 -� E EXISTING `" W8x24 x N [6 mm] T.O.G. EL. `� L W4X13 5430'-98" W4x13 Ln Y 4 [6 mm] 1/4 PL 1/4 BOTH FLANGE EXISTING C6X8.2 1/4 AND WEB PLATFORM CHANNEL 1/4 EXISTING W4x13 EXISTING C6x8.2 PLATFORM CHANNEL SE11 1-011 1/2 1CTION soli DETAIL rA4 SCALE: 3/4"=1'-0" 5012 NOTE: CONTRACTOR TO CUT BACK GRIP STRUT AND RESUPPORT AS REQ'D @ POST LOCATIONS SEE DETAIL C, VIEW D, & SECTION E FOR 2011 AS -BUILT E SILO #6 REVISIONS EL. 5440'-10 1/4" BOTH ENDS 1 4 C 5012 E �o E N E Z OC N EH( j O ry E g S NORTH COLUMN @ SILO 6 u LnXa LU BOTH ENDS 1 4 C 5012 ass Sp' \Ov� Ci�\VS12�j7AO t . T.O.C. EL. 5405'-11/2" EXISTING W 14x78 ss REFERENCE DRAWINGS: FB3508004 SHT 1-9 G-3972 BC013 THRU BC015 DRAWN BY DATE CHECKED BY SSOKK DATE 12/16/10 EGB/JCW 10/28/10 3 02/21/12 AS RECORDED RJS APPROVED BY DATE - -2 10-5-2011 AS BUILT REVISIONS TO VIEW A SECTION B DETAIL A4 ADDED SECTION E VIEW D & DETAIL C MTR RJS 3972125012 dw SECTION B so11 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH S011 & S013-SO17. 3. SILOS 1-6 DESIGN LOADS: BRACING = 16K BEAMS = 7K SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 ITCH HOUSE - SILO 1 THRU 6 FLINT CONVEYOR SUPPORT BY DATE REPLACE 2 1/2"0 SCH 40 PIPE �o E z '" WITH YO SCH 40 PIPE SOUTH N z o o COLUMN @ SILO 1 AND E g S NORTH COLUMN @ SILO 6 ioozx`�z �?omuQiO CD F=- J O Z be z U O O O Z ass Sp' \Ov� Ci�\VS12�j7AO t . T.O.C. EL. 5405'-11/2" EXISTING W 14x78 ss REFERENCE DRAWINGS: FB3508004 SHT 1-9 G-3972 BC013 THRU BC015 DRAWN BY DATE CHECKED BY SSOKK DATE 12/16/10 EGB/JCW 10/28/10 3 02/21/12 AS RECORDED RJS APPROVED BY DATE - -2 10-5-2011 AS BUILT REVISIONS TO VIEW A SECTION B DETAIL A4 ADDED SECTION E VIEW D & DETAIL C MTR RJS 3972125012 dw SECTION B so11 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH S011 & S013-SO17. 3. SILOS 1-6 DESIGN LOADS: BRACING = 16K BEAMS = 7K SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 ITCH HOUSE - SILO 1 THRU 6 FLINT CONVEYOR SUPPORT BY DATE FTI F. 9 PROJECT p NUMBER 8145.384 "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO 1 03/01/2011 ADD SILO THICKNESS NOTE EGB RJS 1/4"=1'-0" SCALE NO. DATE REVISION B =BY° ^'BY A Y4" MIN. WALL ASSUMED, FIELD VERIFY EXISTING W 14x78 S0�DRAWIN NUMBI G-3972 31 31-211 [965 mm] T.O.S. EL. 5422'-8%" W 8x24 EXISTING W 6x15 6'-4" 193 mm W 8x24 EXISTING W 12x26 SECTION C1 SCALE: 1/4"=1'-0" S013 FOR NEW HANDRAIL DETAIL SEE OI STANDARD DRAWING G -3679S951 CONTRACTOR TO REMOVE EXISTING HOIST & SUPPORT STEEL \ S 6 X12.5 t OF MONORAIL HSS3X3X1/4 7'-11y" [2422 mm] EXISTING BUCKET ELEVATOR (2)L 3X3X3/8 W 8X24 EXISTING W 12X26 PL. 1/4x7"x23'-6" SECTION C5 1/2"=1'-0" 5013 NOTE: DO NOT WELD ENDS FIRST, START AT MIDSPAN AND WORK TOWORD ENDS. EXISTING W 6x15 FOR SILO 9 AND TRUSS BETWEEN EP DUST BIN AND SILO SEE S016 THRU S017 CONTRACTOR TO REMOVE EXISTING BINS, CLOSE OPENING IN ROOF AND SIDING NO RE -SUPPORT ILATFORM AS REQUIRED FOOT REMOVED & 12 CONTINUOUS RE -WELDED 6" HIGHER WELD @ ENDS �E M .D M O - E (6) 3/4"0 A325 BOLT E 0% �o N C y 1 NCL tOF SILO #9 TRUSS SEE 5016 1. W 8X18 @ EL. 5440'-10 1/4" 1'-7 4" W 8X24 [502 mm] COLUMN 3'-3Y/" [1003 mm] T.O.S. EL. 5440'-10 1/4" DETAIL D S013 EXISTING W 16X40 EXISTING t�xI W 10X39 EXISTING c0 E E W 16X40 Ln N M V7 Go G C, O• "y u OVERLAP EXISTING W8 COLUMN WITH 8" PLATING NS. & F.S M o En �p r 14'08" [4271 mm: W 8X24 3'-3%" 23'-6" [7163 mm] BEAM PLATING ON BOTTOM FLANGE OF EXISTING W12 CONTRACTOR OPTION: WELD EP BIN SUPPORT TO EXISTING W12 OR USE (2) 3/4" DIA. A325 BOLTS 6'-4" 193 mm] tOF EP DUST BIN & BATCH HOUSE 3'-2" C1 S013 W 8X18 ADD NEW SAFETY GATE TO EXISTING WALKWAY AT TOP OF ROOF W 8X18 EXISTING W8X1E POST W 16X40 (-2'-8 3/411) EXISTING 16X40 (-2'-8 3/411) 01 mm] ' CONTRACTOR TO REMOVE 6 7�2 EXISTING BINS, CLOSE OPENING [2019 mm] IN ROOF AND SIDING AND RE -SUPPORT PLATFORM AS REQUIRED PLAN @ EL. 5422'-8 3/4" (2)L3X3X3/8� (2)L 2.5 X 2.5 X 1/4 DETAIL C2 W 8X24 w 8X16 S013 FOR NEW HANDRAIL DETAIL SEE OI STANDARD DRAWING G -3679S951 -� E O° C),EXISTING T.O.S. EL. 5420'-1 1/2" M o CONTRACTOR TO FIELD VERIFY T.O.C. EL. 54051-11/211 aivrunrin i lull wiv i nanlZu nLnLary `.vno i a i u i CO PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED & ENGINEERING CENTER SUBJECT TO THAT UNDERSTANDING. IT IS TO AS RECORDED RIS 02/21/12 BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, ISSUED FOR CONSTRUCTION $SOE/RJS 12/17/10 USED OR CONVEYED TO OTHERS WITHOUT 0 I'S FACILITIES ADVANCEMENT WRITTEN AUTHORIZATION. ISSUED FOR BY DATE I ISSUED FOR CONTRACTOR TO REMOVE EXISTING C4 X 5.4 E O E T,l M In �In E S6 X 12.5 — E N n Go N HSS3X3X1/4 4'-1. 1511 6'-4" (2)L 2.5 X2.5 X 1\4 W 8X18 EXISTING W 8X24 SECTION C sols PL. 3/8"x61/2" BEAM IS 6" HIGHER THAN SHOWN \E v E io r � ; E C N N M W 8X24 PL. 1/2" STIFFENER N.S. & F.S. 1/4 3/8" BASE PLATE 4' - W8X18� 1/4 1/4 3/8" BASE PLATE PL. 3/8"x61/2" 1/4 TYP. 1/4 E p E fV ,.,� E W 8X24 .--ICD co In In f 1/4 3 SIDES L OVERLAP EXISTING W8 COLUMN WITH %" PLATING N.S. & F.S. E E e N , M 4%" [117 mm] PL. 3/8" THK. (2) 3/4"0 A325 BVL 10 SECTION C4 SCALE: 1/2"=1'-0"S013 (2) PLACES E S013 � F MOMENT 5013 CONNECTIONS EXISTING W 16X40 4" [102 mm] 6'-4" 3'-2" 5 mi tOF EP DUST BIN & BATCH HOUSE M U M U c`3 23'-6" [7163 mm] BEAM PLATING ON BOTTOM FLANGE OF EXISTING W12 SECTION C1 SCALE: 1/4"=1'-0" S013 FOR NEW HANDRAIL DETAIL SEE OI STANDARD DRAWING G -3679S951 CONTRACTOR TO REMOVE EXISTING HOIST & SUPPORT STEEL \ S 6 X12.5 t OF MONORAIL HSS3X3X1/4 7'-11y" [2422 mm] EXISTING BUCKET ELEVATOR (2)L 3X3X3/8 W 8X24 EXISTING W 12X26 PL. 1/4x7"x23'-6" SECTION C5 1/2"=1'-0" 5013 NOTE: DO NOT WELD ENDS FIRST, START AT MIDSPAN AND WORK TOWORD ENDS. EXISTING W 6x15 FOR SILO 9 AND TRUSS BETWEEN EP DUST BIN AND SILO SEE S016 THRU S017 CONTRACTOR TO REMOVE EXISTING BINS, CLOSE OPENING IN ROOF AND SIDING NO RE -SUPPORT ILATFORM AS REQUIRED FOOT REMOVED & 12 CONTINUOUS RE -WELDED 6" HIGHER WELD @ ENDS �E M .D M O - E (6) 3/4"0 A325 BOLT E 0% �o N C y 1 NCL tOF SILO #9 TRUSS SEE 5016 1. W 8X18 @ EL. 5440'-10 1/4" 1'-7 4" W 8X24 [502 mm] COLUMN 3'-3Y/" [1003 mm] T.O.S. EL. 5440'-10 1/4" DETAIL D S013 EXISTING W 16X40 EXISTING t�xI W 10X39 EXISTING c0 E E W 16X40 Ln N M V7 Go G C, O• "y u OVERLAP EXISTING W8 COLUMN WITH 8" PLATING NS. & F.S M o En �p r 14'08" [4271 mm: W 8X24 3'-3%" 23'-6" [7163 mm] BEAM PLATING ON BOTTOM FLANGE OF EXISTING W12 CONTRACTOR OPTION: WELD EP BIN SUPPORT TO EXISTING W12 OR USE (2) 3/4" DIA. A325 BOLTS 6'-4" 193 mm] tOF EP DUST BIN & BATCH HOUSE 3'-2" C1 S013 W 8X18 ADD NEW SAFETY GATE TO EXISTING WALKWAY AT TOP OF ROOF W 8X18 EXISTING W8X1E POST W 16X40 (-2'-8 3/411) EXISTING 16X40 (-2'-8 3/411) 01 mm] ' CONTRACTOR TO REMOVE 6 7�2 EXISTING BINS, CLOSE OPENING [2019 mm] IN ROOF AND SIDING AND RE -SUPPORT PLATFORM AS REQUIRED PLAN @ EL. 5422'-8 3/4" (2)L3X3X3/8� (2)L 2.5 X 2.5 X 1/4 DETAIL C2 W 8X24 w 8X16 S013 FOR NEW HANDRAIL DETAIL SEE OI STANDARD DRAWING G -3679S951 -� E O° C),EXISTING T.O.S. EL. 5420'-1 1/2" M o CONTRACTOR TO FIELD VERIFY T.O.C. EL. 54051-11/211 aivrunrin i lull wiv i nanlZu nLnLary `.vno i a i u i CO PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED & ENGINEERING CENTER SUBJECT TO THAT UNDERSTANDING. IT IS TO AS RECORDED RIS 02/21/12 BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, ISSUED FOR CONSTRUCTION $SOE/RJS 12/17/10 USED OR CONVEYED TO OTHERS WITHOUT 0 I'S FACILITIES ADVANCEMENT WRITTEN AUTHORIZATION. ISSUED FOR BY DATE I ISSUED FOR CONTRACTOR TO REMOVE EXISTING C4 X 5.4 E O E T,l M In �In E S6 X 12.5 — E N n Go N HSS3X3X1/4 4'-1. 1511 6'-4" (2)L 2.5 X2.5 X 1\4 W 8X18 EXISTING W 8X24 SECTION C sols PL. 3/8"x61/2" BEAM IS 6" HIGHER THAN SHOWN \E v E io r � ; E C N N M W 8X24 PL. 1/2" STIFFENER N.S. & F.S. 1/4 3/8" BASE PLATE 4' - W8X18� 1/4 1/4 3/8" BASE PLATE PL. 3/8"x61/2" 1/4 TYP. 1/4 E p E fV ,.,� E W 8X24 .--ICD co In In f 1/4 3 SIDES L OVERLAP EXISTING W8 COLUMN WITH %" PLATING N.S. & F.S. E E e N , M 4%" [117 mm] PL. 3/8" THK. (2) 3/4"0 A325 BVL 10 SECTION C4 SCALE: 1/2"=1'-0"S013 (2) PLACES E S013 � F MOMENT 5013 CONNECTIONS EXISTING W 16X40 4" [102 mm] 6'-4" 3'-2" 5 mi E 3/8" BASE PLATE o E -q- PL. PL. 3/8"x3 3/8"x N.S. & F.S. NOTE: ALIGN GUSSETS W/ FLANGES OF W8 ABOVE DETAIL rC2 1/2"=1'-0" S013 W 8X24 MG� 1%" [38 mm] [45 mm] CLEARANCE W 8X24 :1 EXISTING W 12X26 BEAM PLATING ON BOTTOM FLANGE OF EXISTING W12 SECTION C3 SCALE: 1/2"=1'-0" 5013 TOP OF EXISTING ROOF LINE \E N N � �' `"I2'-815/16" EXISTING W 16X40 4" [102 mm] 2 BOLTS: 3.4" A325 N HOLE TYPE(CONNECTOR): STD HOLE TYPE (BEAM): STD 1 W 8X24 _ - E gFym57 E -� E 5Y4II IY4 If M [32 mm] " [133 mm] \ E " %a [13 mm] E N � E E \" E E 7Y4" PL 1/4 X 5 1/2 X 7" LG M ^ [197 mm] E 4.. 3 [102 mm] [76 mm] DETAIL rD 1-1/2"=1'-0" 5013 DETAIL rE 1-1/2"=1'-0" S013 DETAIL F CONTRUCTOR TO FIELD VERIFY EL. 54201-11/211 OF EXISTING W16 \SS�RUc�\ON Ci�\VS12-VAenc. SgpE, NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. REFERENCE DRAWINGS: 2. WORK THIS DRAWING WITH S011, 5012 &S014-So17. FB3508006 SHT 2 SSOE, Inc. FB35080SHT 1-2 00 99 FB3508012 12 SHT 2 00 ow 1001 Madison Ave. OH G-3972 BC013 THRU BC015 T 419-255-383043604 19 Toledo,55 383004 Project # 010-00411 -01 DRAWN B 12 17/ATE CHECKED BY SSOURIK DATE 12/16/10 SHEET NUMBER SSOE/LAPPROVED BY DATE EP DUST BIN AREA MODIFICATIONS S013 z 02/21/12 AS RECORDED wS FT, F 3972125013,dwg "C" FURNACE CONVERSION TO FLINT DRAWINGNUMB 1 10-10-2011 ADDED DETAILS D,E, & F PER 2011 AS -BUILT MTR RIS ,. , ..... ..,.,.. 2 1 M c`3 0 E 3/8" BASE PLATE o E -q- PL. PL. 3/8"x3 3/8"x N.S. & F.S. NOTE: ALIGN GUSSETS W/ FLANGES OF W8 ABOVE DETAIL rC2 1/2"=1'-0" S013 W 8X24 MG� 1%" [38 mm] [45 mm] CLEARANCE W 8X24 :1 EXISTING W 12X26 BEAM PLATING ON BOTTOM FLANGE OF EXISTING W12 SECTION C3 SCALE: 1/2"=1'-0" 5013 TOP OF EXISTING ROOF LINE \E N N � �' `"I2'-815/16" EXISTING W 16X40 4" [102 mm] 2 BOLTS: 3.4" A325 N HOLE TYPE(CONNECTOR): STD HOLE TYPE (BEAM): STD 1 W 8X24 _ - E gFym57 E -� E 5Y4II IY4 If M [32 mm] " [133 mm] \ E " %a [13 mm] E N � E E \" E E 7Y4" PL 1/4 X 5 1/2 X 7" LG M ^ [197 mm] E 4.. 3 [102 mm] [76 mm] DETAIL rD 1-1/2"=1'-0" 5013 DETAIL rE 1-1/2"=1'-0" S013 DETAIL F CONTRUCTOR TO FIELD VERIFY EL. 54201-11/211 OF EXISTING W16 \SS�RUc�\ON Ci�\VS12-VAenc. SgpE, NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. REFERENCE DRAWINGS: 2. WORK THIS DRAWING WITH S011, 5012 &S014-So17. FB3508006 SHT 2 SSOE, Inc. FB35080SHT 1-2 00 99 FB3508012 12 SHT 2 00 ow 1001 Madison Ave. OH G-3972 BC013 THRU BC015 T 419-255-383043604 19 Toledo,55 383004 Project # 010-00411 -01 DRAWN B 12 17/ATE CHECKED BY SSOURIK DATE 12/16/10 SHEET NUMBER SSOE/LAPPROVED BY DATE EP DUST BIN AREA MODIFICATIONS S013 z 02/21/12 AS RECORDED wS FT, F 3972125013,dwg "C" FURNACE CONVERSION TO FLINT DRAWINGNUMB 1 10-10-2011 ADDED DETAILS D,E, & F PER 2011 AS -BUILT MTR RIS ,. , ..... ..,.,.. 2 1 5/8" DIA. X 8" LG. HAS ROD (385428) WITH 5• (EMBEDN INSTALLED USING HILT ADHESIVE CAPSULE (25 SQ. SECTION rD SCALE: 3/4"=1'-0" S014 4' 1" 1245 mm 1'-10" 59 mm HSS<STOCK NUMBER> E o E Ln N LI `<STOCK NUMB <STOCK NUMBER>'� E <STOCK NUMBER> o� C <STOCK NUI HHS<STOCK NUMBER> T.O.C. EL. 5405-11/2" SECTION C S014 _ E E M � 00 5" [127 mm]_ E _ E \E'n� N ry aMp•--� [63 mm] 3Y/" z [89 mm] 7° 38 mm] SQ. SECTION rE SCALE: 3/4"=1'-0" 5014 2'-11Y4" 895 mm GRATING <STOCK NUMBER> <STOCK NUMBER> < OCK NUMBER> \E Ki E N HSS<STOCK NUMBER> E-�E NE N� N u M T Go _ E �E - E o, o, E E in cn L M E ON Go <STOCK E DUST COLLECTOR 1'-5 s" f448 mml [963 mm] E DUST COLLECTOR & EP DUST BIN SILO 12 <STOCK NUMBER> 8Y4" [223 mm] E o E \ E w �� ��� u N- 3'-0%" z [928 mm] Ez EgN N E u (,•j -N E C) o00 MCNMr-i A �r S014I III yi M CIA HSS<STOCK FOR LADDERS AND HANDRAIL DETAILS SEE OI STANDARDS E - E �cli / DRAWINGS G-63795912 E AND G3679S951 E o LnCe 3' -OI/° CIA [927 mm] 2'-7%" z [8 mm] 4'-6" 2" VIEW rB GRATING NOT SHOWN FOR CLARITY S014 7'-7%" 8 [2328 mm] ILEP DUST BIN SILO #12 2'-4" N [1693 mm] <STOCK NUMBER> <STOCK NUMBER> <STOCK NUMBER> NUMBER> 1`"'° """I FOR LADDERS AND HANDRAIL DETAILS E SEE OI STANDARDS r, <STOCK NUMBER> DRAWINGS G-63795912 " AND G3679S951 3'-1" 5'-9Y4° [941 mm] [1759 mm] SECTION rA GRATING NOT SHOWN FOR CLARITY S014 N 6'-4%" B [194W IIIIIII o " GRATING 1'-6 [457 mm] FOR LADDERS AND HANDRAIL DETAILS SEE OI STANDARDS 6'-0%" DRAWINGS G-63795912 [1832 mm] AND G3679S951 E E LnN B S014 HSS<STOCK NUMBE T.O.S. EL. 5418'-0 5/8" IT <STOCK NUMBER> W.P. <STOCK NUMBER> 00 HSS<STOCK NUMBER> E R S014 LADDER NOT SHOW FOR CLARITY NUMBER> -J <STOCK NUMBER> (2)<STOCK NUMBER N.S. & F.S. EL. 54131-15/8" <STOCK NUMBE > E E 4'-7" GRATING 2'-71/" a 94 in REF. <STOCK NUMBER> HSS<STOCK NUMBER> <STOCK NUMBER> <STOCK NUMBER> — A\\ W.P. v N OlW P J <STOCK NUMBER> - " HSS<STOCK NUN 2'-5%" z [749 mm] D 5014 7'-3%" 4 [2229 mm] STOCK NUMBER> v E W.P. E E [V u MC IA u HSS<STOCK NUMBER> T.O.C. EL. 5405'-11/2 A- T.O.C. EL. 5405'-1/" 2 5/ 1 2 '- 1 " y _ [743 mm] E E Ln rq [49 mm] T.O.S. EL. 5418'- 5/8" HSS<STOCK NUMBER> <STOCK NUMBER> W.P. /� T.O.S. EL. 54131-0 5/8" 11 / I \ W.P. E E <STOCK NUMBER> N o �� E W.P. < + CK NUMBER> W.P. N E "; E _ HSS< CK NUMBER> 3'-9'/a" 6' 3" [1162 mm] E o ce 05 mm] C �ILD GcO 11-30-10 SSPE \nc. NOTES: [1956 mm] EP DUST BIN EQUIPEMT PLATFORM 1. FOR GENERAL NOTES SEE SHEET CSA001. 3. GRATINGI1DijiW9W4WIIfH 3/16" BEAR NG BARS.17 REFERENCE DRAWINGS: SSOE, Inc. G-3972 BC013 THRU BC015 OO ��0�'"� 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 01 Project # 010-00411-01 ■ ■ GLOBAL MANUFACTURING &ENGINEERING CENTER <STOCK NUMBER> NUMBER> 1`"'° """I FOR LADDERS AND HANDRAIL DETAILS E SEE OI STANDARDS r, <STOCK NUMBER> DRAWINGS G-63795912 " AND G3679S951 3'-1" 5'-9Y4° [941 mm] [1759 mm] SECTION rA GRATING NOT SHOWN FOR CLARITY S014 N 6'-4%" B [194W IIIIIII o " GRATING 1'-6 [457 mm] FOR LADDERS AND HANDRAIL DETAILS SEE OI STANDARDS 6'-0%" DRAWINGS G-63795912 [1832 mm] AND G3679S951 E E LnN B S014 HSS<STOCK NUMBE T.O.S. EL. 5418'-0 5/8" IT <STOCK NUMBER> W.P. <STOCK NUMBER> 00 HSS<STOCK NUMBER> E R S014 LADDER NOT SHOW FOR CLARITY NUMBER> -J <STOCK NUMBER> (2)<STOCK NUMBER N.S. & F.S. EL. 54131-15/8" <STOCK NUMBE > E E 4'-7" GRATING 2'-71/" a 94 in REF. <STOCK NUMBER> HSS<STOCK NUMBER> <STOCK NUMBER> <STOCK NUMBER> — A\\ W.P. v N OlW P J <STOCK NUMBER> - " HSS<STOCK NUN 2'-5%" z [749 mm] D 5014 7'-3%" 4 [2229 mm] STOCK NUMBER> v E W.P. E E [V u MC IA u HSS<STOCK NUMBER> T.O.C. EL. 5405'-11/2 A- T.O.C. EL. 5405'-1/" 2 5/ 1 2 '- 1 " y _ [743 mm] E E Ln rq [49 mm] T.O.S. EL. 5418'- 5/8" HSS<STOCK NUMBER> <STOCK NUMBER> W.P. /� T.O.S. EL. 54131-0 5/8" 11 / I \ W.P. E E <STOCK NUMBER> N o �� E W.P. < + CK NUMBER> W.P. N E "; E _ HSS< CK NUMBER> 3'-9'/a" 6' 3" [1162 mm] E o ce 05 mm] C �ILD GcO 11-30-10 SSPE \nc. NOTES: [1956 mm] EP DUST BIN EQUIPEMT PLATFORM 1. FOR GENERAL NOTES SEE SHEET CSA001. 3. GRATINGI1DijiW9W4WIIfH 3/16" BEAR NG BARS.17 REFERENCE DRAWINGS: SSOE, Inc. G-3972 BC013 THRU BC015 OO ��0�'"� 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OFowENs-BRocKWAYGLAss CONTAINER INC. (0-I) AND IS TO BE ACCEPTED GLOBAL MANUFACTURING &ENGINEERING CENTER DRAWN BY DATE SSOE/LT 12/12/10 CHECKED BY SSOE�R]K DATE 12J16�10 APPROVED BY —DATE EP BATCH HOUSE DUST BIN EQUIPMENT PLATFORM SHEET NUMBER S014 REV 1 SUB]ECiTOTHATUNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. AS RECORDED ISSUED FOR CONSTRUCTION ISSUED FOR RJS 02/21/12 SSOE/RJS12/17/10 BY DATE ISSUED FOR BY DATE 1 02/21/12 AS RECORDED RJS Fil F� 3972125014.dwg o PROJECT g 145.3074 NUMBER i� �i C RMBC FURNACE C NVERSI N T FLINT �� RIDG'�',F�,cE DRAWIN NUMBER 7 �F�n72 NVERSIO �"�r�"G�� G-3972 FACILITIES ADVANCEMENT SCALE 3/8"=1'-0" N0. DATE REVISION � °eY° ^'�'D 8 KPS SILO 9 CONVEYOR SUPPORT DESIGN LOADS REMOVE EXISTING BRACING (NEW) DETAIL r3� W 6x15 EXISTING W 6x15 EXISTING W 10x49 -� 8'-10%" E N E [2702 mm] Tip n 8y8 N [2103 mm] 10" [254 mm] 11 (4) 7/8"0 BOLT A325 WITH - E 1 2STD. OVERSIDE HOLES C) E Ln � [38 mm] r 1 ILn 311 8'-8%" [76 mm] [2664 mm] 8'-6%" E PL. 3/4" [26 mm] E 1 r-1 1/4 811 N u 1/4 [203 mm] 1/4 III 5/8 _ E [1 mm] v 1/4 5/8 1/4 5/16 5/16 5/8 5/16 a, E 5/16 1/4 E 1/4 45° N 1/4 2-6Cn 1/4 2-6 T CUT FROM W 14x61 9116n [253 mm] EXISTING VERT BACE TO BE REMOVED SOUTH EL E BIN DETAIL 2 S015 PL. 5/8"x10x4'-9" E a, E qd- N ON M ON E BIN 1/4 2-6 1/4 2-6 T CUT FROM W 14x61 8'-416" [2551 mm] DETAIL 2 / 1 5/16 T.O.C. EL. 5405-1Y = E 5/8 SCALE: 1/2"=1'-0" S015 1 ^ oME, 5/16 5/16 Q 1 15'-8" [4775 mm] DETAIL 1 SCALE: 1/4"=1'-0" S015 E M E FOR SILO MODIFICATIONS SEE SHEET 5026 PL. 5/8"x10" - WT 5x24.5 J TRIM STEM ,i W 801 PL. 3/8" SEE SECTION 'F' 5027 FOR SILO MODIFICATIONS SEE SHEET 5026 5/16 5/16 EXISTING 2181m161 PL. 5/8"x10" [ ] W.P. (2)L3x3x5/16 EXISTING W 10x49 N E o, o N W.P. TYP. FOR EP DUST BIN SUPPORT STEEL SEE DRAWING S013 1/4 W.P. 1/4 TYP PL. 5/8"x10"x1'-0 3/4" EVATIO N 5'-27$11 [1578 mm] 3'-3%" z [1003 mm] 7— T.O.S. EL. 5440'-10 Y4" W 801 W 8x24 E n 5o °r° Ln �Ln SEE SILO 9 CONVEYOR SUPPORT LOADS (THIS SHEET) T.O.S. EL. 5422'-2 3/4" 1/4V j5 = E E Ln Ln T.O.C. EL. 5405'-1 %" _ E v E 00 Ln u SECTION F 1 1/2"=1'-0" S015 11'-34" [3448 mm] E (2) PL. 3/8x1'-3 7/8"xl'-8" v � u, % (2) 3/4"0 BOLT A325 W.P. W.P. W 8x24 (2) L2 1/2x2 1/2x1/4 (REMOVEABLE) WITH BOLTED CONNECTION 2511 [67 mm] E E - E E .--I 00 E Ln M f" u - W 801 4%" [105 mm] A SECTION rA �SCALE: 1"=1'-0" 5015 c n n ILq N I [4972 mm] W.P. C6x10.5 TYP. W.P. (3) PLACES W 8x31 (2)L 2.5x2.5xl/4 (T.O.S. -3 3/8") W 12x26 — W 8x1 GUSSET CENTERED W.P. ON W8 BEAM W 8x31 W.P. 7 ]± _F L2x2x5/16 W 12x26 W 8x18 TYP. (8) PLACES B.O.S. (3") 616"5' 7 8 [16 mm] [1724 mm] 4 EQ. SPCS. = 26-6" 11'-34" [8077 mm] 13448 mm] PLAN VIEW @ ELEVATION 5440'-10 1/4" 1/4"=1'-0" W 12x26 J Q S015 1 SEE SHT 5013 CONTRACTOR TO INSTALL SIDING AND FLASH AROUND E SILO TO CLOSE OPENING IN ROOF E O ry M u E 5015 EXISTING ROOF LINE W 8x24 (REMOVEABLE) WITH BOLTED CONNECTION W.P. a- (2) 3/4"0 BOLT A325 W.P. F S015 (2) PL. 3/8x1'-3 7/8"x1'-8" VIEW B 0 SCALE: 1/4"=1'-0" 5015 NEW W6x15 BLOCK FLANGES (FS) 31/11 3/16 3-12 [89 3Y2 111 � 3/16 3-12 / i QBEAM AND BRACING TO BE REMOVABLE FOR CONE INSTALLATION T.O.S. EL. 5422'-2 3/4" W 8x18 E GLOBAL MANUFACTURING E DRAWN BY DATE SSOE/LT 10/28/10 n M BATCH HOUSE - SILO 9 ,1 & ENGINEERING CENTER AS RECORDED RJS 02/21/12 En APPROVED BY DATE E S015 SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, v ISSUED FOR BULLETIN #4 SSOE/PL2011/01/31 N FTI F. 397212S015.dwg -i _ USED OR CONVEYED TO OTHERS WITHOUTO-I'S r _ E u co E PROJECT 8145 384 En Ln v WBx18 DETAIL W/1_3x3x�/4 TYP. (4) WALLS T.O.S. EL. 5440'-10 %" o E o TYY8"0 SAG R P (4) WALLSOD �E N \NO 9'-1"GIRT LINE TYP [2769 mm] C7x9.8 TYP. (4) WALLS T.O.S. EL. 5422'-2 3/4" W 8x31 W 8x24 E 00n zn Ln ~Ln W 8x18 y W 8x18 (2)L2.5x2.5x1/4 5'-7%11 W 8x18 [1724 mm] - E E 11'-34.1 01 o [3448 mm] PLAN VIEW @ ELEVATION 5422'-2 3/4" EXISTING W 10x49 T.O.C. EL. 5405'-1 %" — W8x18 3/16 C7x98 WEST ELEVATION �ss�RUc���N SECTION D s 10 Al 12x26 L 3 x 3 x 1/4 M 3/16 c� SSO� �n� 5015 W 8x18 °•o (2) 4"O A325 FASTNER W 8x18 NORTH ELEVATION Looe- EACH GIRT (2) %"O A325 FASTNER NOTES: EACH GIRT 1. FOR GENERAL NOTES SEE SHEET CSA001. C 7 x 9.8 2. WORK THIS DRAWING WITH S011 -S014, S016, S017 & DETAIL 3 L 3 x 3 x 1/4 S026. REFERENE DRAWING: SSOE, Inc. SECTION C SECTION E 3. CONSTRACTORTO REMOVE ROOFING AS REQ'D TO 0099 O�TM 1001 Madison Ave. 1"=1' 0" S015 1/2"=1'-0" 5015 INSTALL COLUMN REINFORCING AND PATCH/REPAIR Toledo, OH 43604 1/2"=1'-0" S015 FB3508007 SHT 12 00 T 419-255-3830 ROOF TO BE WATER TIGHT WHEN COMPLETE. G-3972 BC013 THRU BC015 Project # 010-00411-01 INFORMATION CONTAINED HEREIN CONSTITUTES SSOE/R)K 12f 1710 SHEET NUMBER SEE SHEET 5016 EXISTING W 10x49 PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING DRAWN BY DATE SSOE/LT 10/28/10 CHECKED BY DATE BATCH HOUSE - SILO 9 INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED & ENGINEERING CENTER AS RECORDED RJS 02/21/12 APPROVED BY DATE MODIFICATIONS &FLINT CONVEYOR SUPPOR S015 SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, ISSUED FOR BULLETIN #4 SSOE/PL2011/01/31 2 02/21/12 AS RECORDED RIS FTI F. 397212S015.dwg �� �� C FURNACE CONVERSION TO FLINT DRAWING NUMBI USED OR CONVEYED TO OTHERS WITHOUTO-I'S FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION SSOE/RJS 12/17/10 1 01/21/11 REVISED SILO SUPPORT STEEL FOR REMOVABLE CONE MODIFICATION LT PL 1/4"=1'-0" PROJECT 8145 384 6-3972 WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE N0. DATE REVISION �B�° ^�'D SCALE NUMBER RMBC WHEAT RIDGE, CO 2 Ell n] PL. 3/8" THK. 4%" (8) 5/8"0 x 8" LG. HILTI [105 mm] HAS ROD (5" EMBED) (385428) INSTALLED 8Y4" WITH A HILTI HVU [21 mm] CAPSULE(256694) DETAIL rE3 SCALE: 3/4"=1'-0" S016 FOR HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 DETAIL DETAIL E E ' M _ O ED M M iO E r M u m 6" (4)� 16" [152 mm] - 3„ "' [14 mm][76 mm] u PL. 3/8" THK. - , j 2'-8rll [819 mm] 1'-4%" -E E [422 mm] C0 M _ E O N u o DETAIL <STOCK NUMBER> (-1'-6 �Iqf�E: 3/4"=1'-0" <STOCK NUMBER> (-1'-6 1/4") HSS<STOCK NUMBER> - 4 PLACES j HOPPER SUPPORT FURNISHED BY HOPPER SUPPLIER <STOCK NUMBER> 1'-1" (-3'-0 3/8") [33 mm] HSS<STOCK NUMBER> 4 PLACES PLAN VIEW @ ELEVATION 5413'-9 1/8" T.O.S. FOR HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 SECTION 4.l E [102 mm] o Ln 8" 1714 [203 mm] DETAIL M E 2l_1ll [635 mm] 2'-1ll [635 mm] REF. [203 mm] \ SEE NOTE 5 i E l E �CIN Ln E N -1 u - E E l Oi l OO N FOR HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 ......., 1'-6% ll z [47 mm] 2'-7%" 1 [8 mm] 1'-4%" [422 mm] E SEE NOTE 5 "' u FOR SILO 9 SEE SHEET S015 4'-2% 8 11 [1273 mm] PLAN VIEW @ ELEVATION 5421'-10 3/8" FOR HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 E in E E N cn M O u u E [M o+ Go 7" [179 mm] 3T/" 2 [9 mm] E E DEME �E r-iC r, m (8) 5/8"0 x 8" LG. HILTI HAS ROD (5" EMBED) E (385428) INSTALLED WITH A HILTI HVU CAPSULE (256694) PL. 3/8" THK. SECTION E2 SCALE: 3/4"='1-0" S016 T.O.S. EL 5421'-9 1/8" 474" [108 mm] 5'-10" [1778 mm] DETAIL rE6 SCALE: 3/16"=1'-0" S016 8'-4" [254 mm] 4%" 4%" [114 mm] [114 mm] DETAIL EB SACLE:3/16"=1'-0" S016 E \E E O I � 1/4/ `\ PL. 3/8" THK. 3Y2" [89 mm] E 7%" E [191 mm] C) E u LOLO uifJi DETAIL E5 SCALE: 3/4"=1'-0" 5016 5'-9y4" [1759 mm] 8'-5%" [2581 mm] DETAIL rE7 SCALE: 3/16"=1'-0" 5016 2 N E mE oM ON h � T.O.G. EL. 5421'-10 3/8" <STOCK NUMBER> - <$TOCK NUMBER> ¢ I <STOCK NUMBER> <STOCK NUMBER> DETAIL E5 <STOCK NUMBER> HSS<STOCK NUMBER> (2)2.5x2.5x1/4 S016 j - E < > HSS<STOCK NUMBER> I 1-0/ � _� E o E 324 mm E LL, �o L HSS STOCK NUMBER HSS<STOCK NUMBER> EL. 5413 9 1/2 [ ] �o N u l g ELElf. 5413'-9 1/2" TOP OF 3/8 PL. o a O' ON TOP OF 3/8" PL. E N E v oE ED ova T.O.S EL. 5413'-9 1/8" \ `"' C iv <STOCK NUMBE co Z3 cle o,ED -°p E -°D E E E N Ln <STOC NUMBER> `� `1 Ln `� � N Ln '" Ln '" Ln '" Ln HSS STOCK NUMBER> <STOCK NUMBER> E u u W.P<STOCK NUMBER> W.P. - 7-1 op cn E <STC CK NUMBER> <STOCK NUMBER>NUMBER> <STOCK NUMBER> <STO <STOCK NUMBER> E <STOCK NUMBER> E E T N L2x2x1/4 W.P. <STOCK NUMB > I W.P. ¢ E M _ E qd-q u u W.P. �D _ Ln HSS<STOCK NUMBER> W.P. <STOCK NUMBER> `^ ON ¢ E <STOCK NUMBER> u ~ N HSS<STOCK NUMBER> I W.P. W.P. T.O.C. EL. 54051-11/211 E2 q 5016 W.P. W.P.STOCK NUMBER> W.P. L2x2x1/4 W.P. all G1 / if L2x2x1/4 4-�� 1'-4%"1'-4%"E 8' 4" E [159 mm] [422 mm] AL2" MCO fE [254 mm] fE 33 7Y21 6'-2" 3'-3y2l 01 8'-4" [1OQ38dm]m] J [191 mm] [188 mm] [1003 mm] [254 mm] 10' 10 1 UC\C1 [3073 mm] [3073 mm] WEST ELEVATION�°N 1211�j1��G, 3/8"=1'-0" EAST ELEVATION NORTH ELEVATION 3/8 11=11-011 SOUTH ELEVATION 3/8"=1'-0" NOTES: 3/8"=1'-0" 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH 5011-SO15 & S017. 3. ALL CONNECTION ARE TO BE BOLTED CONNECTIONS FOR FIELD ERECTION. 4. GRATING: 11/4" 19W4 WITH 3/16" BEARING BARS. 5. INSTALL L2 1/2"x2 1/2"xSTRUT BETWEEN NEW C6 & EXISTING SILO SUPPORT BEAM - WELD WITH MINIMUM OF 1/4" FILLET WELDS 4" LG. SSOE, Inc. REFERENCE DRAWINGS: 00 9901F 1001 Madison Ave. Toledo, OH 43604 -3830 G-3972 BC013 THRU BC015 T Project # 010-0 Project # 010-00411-01 INFORMATION CONTAINED HEREIN CONSTITUTES DRAWN BY DATE CHECKED BY SSOE/RIK DATE 1219/10 t5A I CH HOUSE SHEET NUMBER REV PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING SSOE/LT 12/13/10 INFORMATION OFOWENS-BROCKWAYGLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED & ENGINEERING CENTER APPROVED BY DATE SILO 9 PRIMARY DISCHARGE PLATFORM S016 1 SUBJECT TO THAT UNDERSTANDING. IT IS TO AS RECORDED RJS 02/21/12 1 02/21/12 AS RECORDED RJS FTI F. 397212SO16.dwg i� �i DRAWING NUMBER BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION SSOE/RJS11/17/10 3/8"=1'-0" PROJECT o C FURNACE CONVERSION T FLINT G-3972 WRITTEN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BY DATE NO. DATE REVISION B =BY° ^'EW SCALE NUMBER 8145.3074 RMBC WHEAT RIDGE, CO FOR LADDER AND HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 L2.5x2.5x1/4 L2x2x1/4 W.P. L2.5x2.5x1/4 C6x8.2 W.P. 3'-1%" [949 mm] WEST ELEVATION T.O.C. EL. 54051-11/2" C6x8.2 -L 2.5x2.5x1/4 W.P. T.O.S. EL. 5412'-7 7/8" \E Ln E i n u r \_EM 1 00 CD Ln rl W.P. � T.O.C. EL. 54051-11/211 SECTION c so17 FOR LADDER AND HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 6.. E_ _ E _ [152 mm] E o E o Ln Ln ex: SOUTH ELEVATION E SILO 9 �3x3x1/4 [1905 mm] E 11%" [302 mm] = E E �Go cn o 'o E E C6x8.2 -� E �E N 1%" [41 mm] o TYP. " 2'-11%6" [901 mm] L2.5x2.5x1/4 C6x8.2 �C6x8.2 C6x8.2 N E E 4 OF BATCH HOUSE N 1/4 TYP. -C6x8.2 DETAIL 1/4 B S017 3 SIDES E x E 0 C 6 x 8.2 L CONTRACTOR TO FIELD LOCATE ON FOR LADDER AND HANDRAIL DETAILS E EXISTING W6 SEE OI STANDARD DRAWINGS 4-19/16" G-36795915 & G-36795951 [126 mm] PLAN VIEW @ ELEVATION 5412'-6 7/8" FOR LADDER AND HANDRAIL DETAILS SEE OI STANDARD DRAWINGS G-36795915 & G-36795951 1/4 C6x8.2 PL. 1/4" THK. 0 W ELn E o' L2.5x2.5x1/4 N C7 LLZ E EAST ELEVATION EXISTING W6 10" [254 mm] E Tr, LD E E - E M N CA LnM 4'-11/" 4 [1251 mm] DETAIL B SCALE: 3/4"=1'-0" S017 E N 0Go 0 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH 5011-S016. 3. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. M REFERENCE DRAWINGS:SSOE, Inc. OO 990�'"� Tole Madison Ave. OH G-3972 BC013 THRU BC015 doT 419-255-383043604 19 255 383004 Project# 010-0041-01 \SS �RUc�\oN C'QNS 12111110 SSOE �n�. INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED RJS 02/21/12 ISSUED FOR CONSTRUCTION SSOE/RJS17/12/10 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE SSOE/LT 12/14/10 550EJRJK 12/22/10 CHECKED BY DATE APPROVED BY DATE (� SILO 9 MIX BATCH PLATFORM 5Htt I NUMBLIi 1i 5017 RtV 1 y 1 02/21/12 AS RECORDED RIS FTI E' 397212S017.dwg PROJECT 8145.384 NUMBER i� �i C FURNACE CONVERSION T FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER G-3972 FACILITIES ADVANCEMENT 3/8"=1'-0" SCALE NO. DATE REVISION B =BY° ^'BY ni EXIST TYI EX tLUUK FLA I CCL. DJ9b--b-- 1/2"=1'-0" SECTION A 1/2"=1'-0" S018 STAIRS REMOVED FOR CLARITY L3x3x3/8 DETAIL EXISTING L 4 x 4 x 3/8 TO BE REMOVED DETAIL 'E EL. 5396-6" EXISTING L 4 x 4 x 3/8 TO BE REMOVED EXISTING L 4 x 4 x 3/8 TO BE REMOVED EXISTING C 8 x 11.5 C 8 x 11.5 C 8 x 11.5 EXISTING C 8 x 11.5 TO BE REMOVED L4x4x3/8� h E E M LnE 24" BELT CONVEYOR "AD" EXISTING C 8 x 11.5 y TO BE REMOVED L4x4x3/8� C 8 x 11.5 DETAIL D 5018 THREE SIDES Y4"OX10" LG. HIL'.. mwu k,,, o � • u�uj (385432) INSTALLED WITH A HILTI HVA ADHESIVE It WALKWAY b ry N EXISTING C 8 x 11.5 EXISTING C 8 x 11.5 EXISTING C 8 x 11.5 5'-7" EXISTING C 8 x 11.5 PLAN @ EL. 5403'-8 3/8" T.O.S. 1/2"=1'-0" DETAIL E 1"=1'-0" S018 MIXED CULLET PLTF'M ELEVATION VEIW 1/2"=1'-0"00 EXISTING C 8 x 11.5 EXISTING CONVEYOR SUPPORT TO BE REMOVED C10 CONVEYOR TABLE (2) %"Qi A3 BOLTS T` C 8 x 11.5 1/4 x 3" LG. EXISTING CONVEYOR SUPPORI TO BE REMOVED AFTER NEW SUPPORI ARE INSTALLE C 8 x 11.5 "x5"x' TYR C8x11.5� T.O.S. EL. 5403'-8 %" L4x4 C 8 x 11.5 3/16 3/16 EXISTING C 8 x 11.5 3" TO BE REMOVED [76 m 9.. f229 m NEW L3x3xY4 1/4 1/4 EXISTING C 8 x 11.5 PL. %"x3y2"x9" LG. SECTION B r'=r-o° sols DETAIL D 1=r-0" sols L. Y8 "0%"0" LG. 3 x 1/4 'RACTOR TO ADD CONVEYOR ORT TO THIS LOCATION AND )VE EXISTING �.,.� ,,.". I%W, k6%" EMBED) (385432) INSTALLED WITH A HILTI HVA ADHESIVE SECTION rc 1=1 o" so18 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 3. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. 1/4 1/4 8� REFERENCE DRAWINGS: COORS BREWING COMPANY: K-43-24424-1, K-43-24424-121 K-43-24424-17 K-43-24424-21, K-43-24424-41 & K-43-24424-42 SHT 1 SSOE, Inc. Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORNATioNOFowENs-BRocKWAYGLAss CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUB]ECiTOTHATUNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN aurHORIZATION. GLOBAL MANUFACTURING &ENGINEERING CENTER AS RECORDED RJS 02/21/12 ISSUED FOR BULLETIN#1 RJS 01/14/11 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE EGB 2011/01/04 CHECKED BY �K DATE �011�01�11 APPROVED BY —DATE CULLET PROCESSING MIXED CULLET PLTF'M &STAIR MOD'S SMttl NUMtitli S018 RtV 1 1 02/21/12 AS RECORDED RJS Fil F� 397212S018.dwg PROJECT g 145.384 NUMBER i� �i C FURNACE C NVERSI N T FLINT RMBC WHEAT RIDGE, CO DRAWIN NUMBER G-3972 FACILITIES ADVANCEMENT 0 01/14/11 ISSUED FOR CONSTRUCTION LT RJK SCALE AS NOTED N0. DATE REVISION � °eY° ^'�'D C 3 SIDES TYP. DETAIL F 1"=1'-0" S019 M. 1/4 %" PL. 1/2"=1'-0" �rTnry .B u.Anrn. L FOR !ER <STOCK NUMBER> z z nl nil LI All I IXLPIVVL rVIX11VIY VI 1,L) LAW I 111 YY V D AFTER FIELD WELDING C 12 TO W 6's VIEW A 1/2"=1'-0" S019 1'-4" 911 NEW GRATING I mm] TO MATCH EXISTING <STOCK NUMBER> / E E EXISTING <STOCK NUMBER> EXISTING GRATING —/ IL L ' / 1/4 E E EXISTING LADDER M (RELOCATED) N 'E' I E E \ / o f ko E [102 mm] E I x 1/4 in � L3x3x/ TYP. F " WITH %" GUSSET PL. <1 / \ <STOCK NUMBER> 1/4 <STOCK NUMBER> ­/ / L— %a" PL. (2) %6"0 HOLE FOR 3/" 0 x 10" LG. HILTI HAS ROD (385432) WITH 66/" EMBEDMENT INSTALLED USING HILTI HVU ADHESIVE CAPSULE (256702) (2) PLACES SECTION E 1"=1'-0" 5019 PROPRIETARY, , wNFIDENu AL AND uvilailluTRADE SE iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. E E E v S019 GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUE FOR BULLETIN #1 ISSUED FOR RIS 02/21/12 RIS 01/14/11 BY DATE ISSUED FOR 7'-5" E E 0 Ln VIEW B 3/4"=1'-0" 5019 1 02/21/12 AS RECORDED 0 01/14/11 ISSUED FOR CONSTRUCTION BY DATE NO. DATE REVISION RIS LT RIK SECTION D 1"=1'-0" S019 DRAWN BY DATE EGB 2010-12-27 FTI F. 397212S019.dwg REV CHCD APPV.D I SCALE BY BY BY AS NOTED 3 SIDES TYP. <STOCK NUMBER> NEW OR EXISTING <STOCK NUMBER> 1/4 <STOCK NUMBER> SECTION c 1"=1'-0" S019 6 PLCS SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 OH 43604 Project # 010-00411 -01 CHECKED BY RIK DATE 2011.01.03 CULLET PROCESSING APPROVED BY DATE DUST COLLECTOR PLATFORM REWORK PROJECT NUMBER 8145.384 "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO S019 1 1 G-3972 N SECTION rE 1"=1'-0" S020 r ENC^r R1 IRI TRIC" EXISTING BLDG GIRT LINE FIELD LOCATE END OF NEW ROOFING & SIDING Ya" CLEAR OF EXISTING BLDG SIDING. DO NOT CONNECT. SECTION A 1"=1'-011 S020 PL. x 6 x 11%" ).7 N 71_72-11 1 T 141.411 T i 1_7 11 SOUTH ELEVATION PLAN VIEW DETAIL B 5020 /" GIRT LINE 18'-2" [222 mm] [5537 mm] 22 GA FLEXOSPAN ROOFING PR EQUALLEXRIB AN FLEXRIB 3 OR EQUAL 31 RT GHT W 10x22 1 12 F w" E O°W 8x18 COLUMN TYP. ,-- 3/4" BASE PL. TYP. FOR GLASS BUNKER III SEE DWG. C005 17'-2" INSIDE BUNKER (5232 mml 19'-2" OUTSIDE BUNKER (5842 mml EAST ELEVATION - AS SHOWN WEST ELEVATION - OPP HAND 8%4" GIRT LINE [222 mm] NO SIDING @ EAST ELEVATION GUTTER DETAIL 1/4-14 x 7/8" SDVWV @ 16" O/C T2" GABLE TRIM 7/8" SDVWV @ 2'-0" O/C IE END OF PURLIN C S020 A S020 3/32" x 1/2" SEALER TAPE "ST1" – CONT. "FLEXRIB" ROOF PANELS / '�,_#12 x 3/4" SDMS (1/ CONN) EAST GABLE DETAIL DOWNSPOUT TO GRADE THIS END FOR CHUTE SEE MECHANICAL DRAWING BCO24 SIDING PANS' #12/14 x 1 1/2 S DWV) 1/4-14 x 7/8" ROOF SDVWV @ 16" O/C PURLIN OUTSIDE CORNET TRIM "OS: ERECTOR NOTE: IF PANEL DOES NOT END ON A HIGH RIB; THEN FIELD SLIT PANEL, BACK LAP TRIMMED LEG OVER ROOF PANEL, APPLY TWO CONTINUOUS ROWS OF SEALER TAPE BETWEEN PANEL AND TRIMMED LEG, AND STITCH TOGETHER USING 1/4-14 x 7/8" SDVWV @ 16" O/C MAX. EL. 54 8" 12 GA ZEE GIRT @ MID HEIGHT 5" L3x3x516� %" PL. @ 6-6" FROM TOP OF CONCRETE BUNKER 5" [127 mm� SECTION c 1"=1'-0" sono SDVWV @ 16" O/C OUTSIDE CORNER DETAIL SIDING PANEL #12/14 x 1 1/2" SDVWV TYR "FLEXRIB" INSIDE "LE3" EAVE TRIM— CLOSURES 1, "FLEXRIB" ROOF ISDWvV PANELS 1/4-14 x 7/ 12 #12/14 x 1 1/2" SDVWV "FLEXRIB" EAVE PURLIN CL#12 x 3/4" SDMS #12/14 x 1 1 @ 16" O/C "FLEXRIB" EAVE ANGLE PANELS EAVE w/ TRIM 1/4-14 x 7/8" SDVWV "GSS1" GUTTER @ 12" O/C BARS @ 36" O/C 1/4-14 x 7/8" 4 112" CAULKING BETWEEN SDWVV O H. "GSS1" & PANELS "FRGU2" GUTTER 111 12 BASE ANGLE L6x4x{\HO.7000x;\S5#16;) #12/14 x 1 1/2" SDWVV "GU1 ECR" END * FOR TYPICAL `ANCHOR CAPS w/ (6)1/8"0 PIECE MARKS POP RIVETS SEE DETAIL SHOWN ABOVE. "DS1" DOWNSPOUT EAVE w/ TRIM & FLUSH GUTTER NOTES: 1. GUTTER TO BE CAULKED & LAPPED 4" MIN. AND POP RIVETED CURB w/ RIM TOGETHER USING (8) 1/8"0 POP RIVETS. 2. FIELD LOCATE AND MARK DOWNSPOUT LOCATION IN BOTTOM OF GUTTER. DRAW LINE FROM CORNER TO CORNER AND CUT ALONG LINE. BEND TABS DOWN AND POP RIVET INSIDE DOWNSPOUT. 3. USE THE CHART TO THE LEFT FOR DIMENSION VALUES FOR YOUR PARTICULAR ROOF PITCH. 4. GUTTER SIZE AND GUTTER BAR SPACING MUST BE ADJUSTED TO SUIT LOCAL WEATHER PECULIARITIES AND/OR TO ACCOMMO- DATE LONG ROOF SLOPES. DETAIL B 1"=1'-011 sozo 21 41 411 4Rl A11 1 •1 111 20'-0" BUNKER NORTH ELEVATION .TO 1 DN -. N.S. & F.S. Y2"xl'-lY4" LG. TON NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH C005 (GLASS BUNKER). 3. DESIGN LOADS: BRACING = f 6 K BEAMS = 6 K SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING ' & ENGINEERING CENTER AS RECORDED FUS 02/21/12 ISSUED FOR CONSTRUCTION R2010-12-3 ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE EGB 11-10-10 CHECKED BY RA DATE 1 1BUILDING APPROVED BY DATE 25 AREA GLASS BUNKER SHED ROOF S020 1 1 02/21/12 AS RECORDED RIS FTI F. 397212SO20.dwgDRAWING PROJECT 8145.384 NUMBER C�i FURNACE CONVERSION T FLINT i�IS RMBC WHEAT RIDGE, CO NUMBER G-3972 FACILITIES ADVANCEMENT SCALE 3/8"=1'-0" N0. DATE REVISION °eY° ^'�'D 13 rp 17 20 21 l7 W %? N PROPRIETARY, , wNFIDENu AL ANY TRADE SE iso �� PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. R U R.1 20'-0" 14'-4" 196 mm] [4369 mm] 12'-0" O H E S022 H 14'-4" 69 U O Q 19'-4" 3'-9%" z [1156 mm] U B S021 A 5021 U S 14'-0" 3'-2" 6 �H F S021 FLOOR TRANSITION FROM RAMP TO BASEMENT TO BE VERIFIED BY CONTRACTOR PRIOR TO FABRICATION FOR ANY ADJUSTMENT NEEDED FOR GUARDRAIL HEIGHT ON RAMP PARTIAL PLAN BUILDING 25 3/32"=1'-0" E_ E E E ^'L9 o cn , [V SEE SECTION B AND VIEWS D & E E E rnN u VIEW G 3/4"=1'-0" 5021 E POSTS L 4 x 4 x 1/2 x6" LG. F-- x 8 x x 350 4 POSTS DETAIL F 3/4"=1'-0" S021 GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED RIS 02/21/12 FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION RIK 2010-12-8 ISSUED FOR BY DATE ISSUED FOR En M 0 O 0 E -� E ap N Ln TYP. CONTRACTOR NOTE: START HERE TO BEGIN LAYOUT OF POSTS FOR DRILLING FOR DIMENSIONS NOT SHOWN SEE SECTION B & M AND VIEWS D & E 1% 12 SECTION A 1/2"=1'-0" 5021 %" GAP [13 mm] SECTION c 111=1 -011 sou 14" LG. SLOT IN C8 FOR 4"O BOLT W/HEX NUT & F.W. e 1% C TIM L4x4xY x 6" LG. TYP. VIEW E 3/4"=1'-0" S021 1/n nrniT m FOR DIMENSIONS NOT SHOWN SEE SECTION B AND VIEWS D & E MIE SECTION M 1"=1'-0" 5021 R DIMENSIONS NOT SHOWN E SECTION B AND VIEWS D & E L 0 M DRAWN BY DATE CHECKED BY SSOWK DATE 2010-12-8 SSOE/EGB 11/12/10 APPROVED BY DATE 2 02/21/12 AS RECORDED RIS FTI F. 397212SO21.dwg BY DATE N0. 9 DATE 11 ADDED REVISION BY N & P FOR 6" CONCRETE EXTENSION PER AS BUILT MSR RIS SCALE 8145.384 REV CHILD APPVD AS NOTED NUMBER SECTION B 1"=1'-0" sozl 3'-2" [965 mm] 6" [152 mm] '1EW CONCRETE SECTION N 3/4"=1'-0" S022 LAYERS OF BARS EACH ThlrTALL USING HILTI ;E 150 ADHESIVE SYSTEM 3ED SECTION P 3/4"=1'-0" 5021 8" [202 mm] (9) #4 BARS NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH S022. 3. CONTRACTOR TO ROUGHEN EXISTING SURFACES THAT NEW CONCRETE IS TO BE POURED AGAINST. 4. CONTRACTOR TO APPLY BONDING AGENT TO EXISTING CONCRETE SURFACES PRIOR TO POURING NEW CONCRETE. SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 AREA 25 MODIFICATIONS PLAN VIEW, SECTIONS & DETAILS "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO S021 5RAWING NUMBI G-3972 M O N 2 DIMENSIONS FIELD MEASURED - CONTRACTOR TO VERIFY 5' T.O.S. EL. 5430'-5% MACHINE FLOOR EL. 5405'-2" PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. 14'-4" 4369 mr 19'-4" 5893 mi SECTION H 1/4"=1'-0" S02z 14'-0" E3 IW [:Im:] SECTION M 1/2"=1'-0" S022 EXISTING W 14x48 EXISTING OXYGEN PIPING KNEE BRACES - 11 K BRACING - f6 K BEAMS - 6 K VERT 25 EAST WALL DESIGN LOADS 01 GLOBAL MANUFACTURING & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION ISSUED FOR VILW t - BUlLVINU 15 tA5 I tLt@1i VA I lUN " "" & #" 6 " VE" RT "T"� @1 1/4"=1'-0" BARS @1211 RIS 02/21/12 RIS 2010-12-6 BY DATE ISSUED FOR w 2 02/21/12 AS RECORDED 1 9-27-2011 ADDED 6" EXTENSION TO CULLET BUCKET ELEVATOR FOUNDATION AND SECTION CUT N DATE NO. DATE REVISION RIS MTR RIS VIEW J 1/2"=1'-0" S02z 7'-103° [2398 mm] W 8x18 I O E E HSS3x3x1/4 SECTION K 1/2"=1'-0" sozz SECTION L 1/2"=1'-0" sozz DRAWN BY DATE I CHECKED BY SSOE/RIK DATE 2010-11-19 SSOE/EGB 11/15/10 FTI F. 397212S022,dwg REV CHCD APPV.D I SCALE BY BY BY AS NOTED APPROVED BY DATE PROJECT NUMBER 8145.384 BUILDIN IG 25 EXISTING W 14x48 EXISTING OXYGEN PIPING KISTING BUILDING OWNSPOUT MOVED FOR S -BUILT MODIFICATION. FIELD ERIFY NEW LOCATION. EXISTING W 14x48 EXISTING OXYGEN PIPING CONC EXTENSION EXCAVATE DOWN TO BASE OF FOOTING. REWORK DRAIN WYE AS REQUIRED. CLEAN, ROUGHEN AND APPLY BONDING AGENT TO EXIST CONCRETE PRIOR TO POURING NEW. REFERENCE DRAWINGS: DOVER CONVEYOR INC. DRAWING NO. 100014A NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. WORK THIS DRAWING WITH S021. SSOE, Inc. OO 9901F 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project # 010-00411 -01 25 EAST WALL MODIFICATION PLANS AND SECTIONS "Crr FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO S022 I 2 G-3972 TYR 1" GAP FLOOR PL. WELD DETAIL NEW <STOCK N 22 GA FLEXOSPAP SIDING I <S N I 4 SPA @ 2'-6" =10'-0" E <STOCK NUMBER> HANGER G S023 <STOCK NUMBER> 2L3x3W4 VERTICAL BRACE - E�w o E z z �" SAFETY PLATE N C*Ln J H M <STOCK NUMBER> u " H INGER E E 'v E io E 23'-6" 11'-0" [3353 mm] GIRT LINE TO NUMBER> F TOCK NUMBER> 5023 LN `D � <STOCK NUMBER> (-1%") BEARI FLOOR PL. WELD DETAIL F <STOCK NUMBER> STRINGER S023 E <STOCK NUMBER> STRINGER N 1'-5" :432 mi 1'-1l" <STOCK NUMBER> HANGER E E 2L3x3x'/4 VERTICAL BRACE _ E _ E o E � E - <STOCK NUMBER> EXISTING <STOCK NUMB <STOCK NUMBER> <STOCK NUMBER> HANGER C E o E .o N E _ E °OE 1 M N M M . 1 Ln M 19W4 GRATING WITH 1")0/16" BEARING BARS <STOCK NUMBER> (2) <STOCK NUMBER> BRACING TO BE REPLACED DURING CALM WEATHER. CONTRACTOR TO UTILIZE TEMPORARY BRACING AS REQ'D. PLAN @ TOS EL 5435'-7 3/4" 1/4"=1'-0" B 5023 3" MIN. TYP. E Cn 1" GRATING C 10 x 15.3 C6x13 1/4 1/4 1/4 C 6 x 13 FINISH END TO BEAR ON MC 8 MC 8 x 18.7 VIEW c 1"=1'-0" S023 3'-0" 11 3 SIDES -11-47--:7\[178 71 // -<STOCK NUMBER> x 4" LG. 4" LluL TYR (4) #4 BARS WITH STD HOOK AND 4" EMBEDDMENT. INSTALL USING HILTI HIT-HY 150 EPDXY ADHESIVE OR EQUAL DETAIL 1"=1'-0" } C• DETAIL E 1"=1'-0" S023 1> [==7� 1 <STOCK NUMBER> _\ 1 1 j <STOCK NUMBER> DETAIL <STOCK NUMBER> 2'-6"x7'-0" H.M. MAN DOOR WITH 12x12 WINDOW AND PANIC HARDWARE EXISTING FOUNDATION 3'-6" SOUTH ELEVATION @ COLUMN LINE 2 1/4"=1'-0" 3" MIN. TYP. 6" MIN. TYP. %" PL. MIN. REPLACE IF EXISTING PL. DOES NOT ALLOW FOR MIN. PL. THK'S OR MIN. WELD LGTH'S <STOCK NUMBER> II 1 \1. tsrcHt t II /- <STOCK NUMBER> SECTION 1/4"=1'-0" REFERENCE DRAWINGS: UNITED McGILL: 33764-0000 SHTS 2 & 3 33764-0900 SHTS 2, 3, 4 & 5 33764-0650 SHT 4 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. REMOVE EXISTING LADDER & PLATFORM @ EL. 5429'& HANDRAIL AS REQUIRED AROUND CONTROL ROOM ROOF LINE. 3. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 4. 6 K MIN. CONNECTION DESIGN LOAD (U.N.O.). %4"0x10" HILTI HAS ROD (385432) WITH 6%" EMBEDDMENT INSTALLED USING HILTI HVA ADHESIVE (256702)- CUT OFF ROD Y2" ABOVE NUT. EP WEST 1,4"=1' 0" 23'-6" 1DETAIL [432 mm] [7163 8" [203 mm] mm] ssOE, Inc. 1001 Madison Ave. �� oo ssoe Toledo, OH 43604 T 419-255-3830 [3581 mm] [3353 mm] Project # 010-00411-01 EXISTING <STOCK NUMBE GLOBAL MANUFACTURING ' & ENGINEERING CENTER t. EXISTING <STOCK NUMBER DRAWN BY DATE EGB 2010 12 9 ER> ELECTROSTATIC PRECIPITATOR NEW PLATFORM AT EL. 5426'-6 7/811 SHEET NUMBER S023 REV 1 EXISTING <STOCK NUMBER> T EXISTING <STOCK NUMBER> E E AS RECORDED ISSUE FOR CONSTRUCTION ISSUED FOR EXISTING <STOCK NUMI 087ING <STOCK NUMBER> EXISTING <STOCK NUMBER: RIS FTI F. 397212SO23.dwgDRAWIN EXISTING <STOCK NUM <STOCK NUMBF�R> 01- 1/") i� C�i FURNACE CONVERSION T FLINT RMBC WHEAT RIDGE, CO t EXISTING <STOCK NUMBER> EXISTING <STOCK NUMB FACILITIES ADVANCEMENT SCALE 1/4"=1' 0" NO. DATE REVISION B =BY° ^'BY EXISTING <STOCK NUM <STOCK NUMBF�R> (-1'-1/") EXISTING <STOCK NUMBER> PLAN @ TOS EL 5435'-7 3/4" 1/4"=1'-0" B 5023 3" MIN. TYP. E Cn 1" GRATING C 10 x 15.3 C6x13 1/4 1/4 1/4 C 6 x 13 FINISH END TO BEAR ON MC 8 MC 8 x 18.7 VIEW c 1"=1'-0" S023 3'-0" 11 3 SIDES -11-47--:7\[178 71 // -<STOCK NUMBER> x 4" LG. 4" LluL TYR (4) #4 BARS WITH STD HOOK AND 4" EMBEDDMENT. INSTALL USING HILTI HIT-HY 150 EPDXY ADHESIVE OR EQUAL DETAIL 1"=1'-0" } C• DETAIL E 1"=1'-0" S023 1> [==7� 1 <STOCK NUMBER> _\ 1 1 j <STOCK NUMBER> DETAIL <STOCK NUMBER> 2'-6"x7'-0" H.M. MAN DOOR WITH 12x12 WINDOW AND PANIC HARDWARE EXISTING FOUNDATION 3'-6" SOUTH ELEVATION @ COLUMN LINE 2 1/4"=1'-0" 3" MIN. TYP. 6" MIN. TYP. %" PL. MIN. REPLACE IF EXISTING PL. DOES NOT ALLOW FOR MIN. PL. THK'S OR MIN. WELD LGTH'S <STOCK NUMBER> II 1 \1. tsrcHt t II /- <STOCK NUMBER> SECTION 1/4"=1'-0" REFERENCE DRAWINGS: UNITED McGILL: 33764-0000 SHTS 2 & 3 33764-0900 SHTS 2, 3, 4 & 5 33764-0650 SHT 4 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. REMOVE EXISTING LADDER & PLATFORM @ EL. 5429'& HANDRAIL AS REQUIRED AROUND CONTROL ROOM ROOF LINE. 3. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 4. 6 K MIN. CONNECTION DESIGN LOAD (U.N.O.). %4"0x10" HILTI HAS ROD (385432) WITH 6%" EMBEDDMENT INSTALLED USING HILTI HVA ADHESIVE (256702)- CUT OFF ROD Y2" ABOVE NUT. EP WEST 1,4"=1' 0" ELEVATION (D COLUMN LINE C 1DETAIL H ssOE, Inc. 1001 Madison Ave. �� oo ssoe Toledo, OH 43604 T 419-255-3830 Project # 010-00411-01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OFOWENS-BROCKWAYGLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED GLOBAL MANUFACTURING ' & ENGINEERING CENTER DRAWN BY DATE EGB 2010 12 9 SSOE/RJK 2010-12.13 CHECKED BY DATE APPROVED BY DATE ELECTROSTATIC PRECIPITATOR NEW PLATFORM AT EL. 5426'-6 7/811 SHEET NUMBER S023 REV 1 SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUTO-I'S WRITTEN AUTHORIZATION. AS RECORDED ISSUE FOR CONSTRUCTION ISSUED FOR RJS 02/21/12 RIS 2010-12-13 BY DATE ISSUED FOR BY DATE 1 02/21/12 AS RECORDED RIS FTI F. 397212SO23.dwgDRAWIN PROJECT g 145.384 NUMBER i� C�i FURNACE CONVERSION T FLINT RMBC WHEAT RIDGE, CO NUMBER G-3972 FACILITIES ADVANCEMENT SCALE 1/4"=1' 0" NO. DATE REVISION B =BY° ^'BY TYP. L4x4 TO MC10 T & BOTTOM FLANGE M E r E E M a0 <STOCK (4) 13/16"0 HOLES F HILTI HAS R( 6 5/8" EMBEI USING HI( PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. PLAN VIEW AT ELEVATION 5396'-10" 1"=1'-0" 'OCK NUMBER> A -rT^rV .° u.Anrn-, SECTION B 1"=1'-0" S024 A <STOCK NUMBER> 1/4 <STOCK NUMBER> 2 [698 mm] <STOCK NUMBER> 2'-2%" r [683 mm] SECTION A 1"=1'-0" S024 <STOCK NUMBER> 1'-3%" [397 mm] i L2x2x% BRACING <STOCK NUMBER> _ <STOCK NUMBER> N 0 Ce L9 :�.' %D Fn 01 GLOBAL MANUFACTURING & ENGINEERING CENTER FACILITIES ADVANCEMENT WEST ELEVATION 1"=1'-0" AS RECORDED ISSUED FOR BULLETIN #1 RJS 02/21/12 LT 01/14/11 1"=1'-0" 9 39 [21 mm] 4" [102 mm] 8" [203 mm] TYP. BASE PLATE SECTION c 1 1/2"=1'-0" 5024 2 02/21/12 AS RECORDED RIS - - 1 01/14/11 MC10x28.5 WAS MC12@31, C8x11.5 WAS C10x15.3,DIM 4'-0" WAS 4'-2" & EL. 5396'-9" WAS 5396 -11 LT RJK DRAWN BY DATE CHECKED BY SSOE/LT 12/17/10 FTI F. 397212S024.dwg ISSUED FOR BY DATE I ISSUED FOR BY DATE NO. DATE REVISION B =BY° ^'BY I SCALE AS NOTED EAST ELEVATION 1"=1'-0" „: APPROVED BY DATE PROJECT NUMBER 8145.384 NOTES: 1. FOR GENERAL NOTES SEE SHEET CSA001. 2. REFERENCE PENNSYLVANIA CRUSHER CORP. DWG. 05ASN7390-560AA & 05ASN7390-GD FOR EQUIPMENT. 3.8" THICK CONCRETE FLOOR AND 12" THICK CONCRETE WALL ASSUMED. 4. ADJUSTABLE MOTOR BASE - TO BE ALIGNED & BOLTED WEST SIDE, WELDED ON EAST SIDE. (EAST SIDE HOLE INTERFERES WITH MC12 WEB) SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 BOTTLE CRUSHER SUPPORT PLATFORM "C" FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO Ci�\VS 12111 l� 0 SSOE �n�. S024 1 2 G-3972 T.O.G. EL T.O.G. EL. TOP OF CHECKERED PL. EL. 54231- N 20'-0" [6096 mm] VIEW CL 3/8"=1'-0" 5025 W loxlL V V A 11.J _ E CID E ', LA O PLAN @ T.O.S. EL. 5437'-711 fn 3/8"=1'-0" 4" [102 mm] L4x4-"" L4x4x1/4 1/4 1/4 E E o E E 6„ E E [152 mm]CN C4 SECTION CU Y8" P`' 1 1/2"=1'-0" CO25 PROPRIETARY, CONFIDENTIAL AND TRADE SECRET �� INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT 0 -I'S WRITTEN AUTHORIZATION. N SAFETY GATE U O v 7'-8" [2336 mm] 7'-6" [2286 mm] 3'-2" [965 mm] 1" [25 mm] E E E io E r' ON �^ Ln v HANDRAIL E o E M � rl O� GRATING PLAN @ EL. 5437'-8" SCALE: 3/8"=1'-0" 9% [249 mm] W 10x49 OR W 14x176 W 10x12 1/4 1/4 / [25mm] 7/ 1 -' [191 mm] DETAIL CT 1 1/2"=1'-0" CO25 GLOBAL URI & ENGINEERING CENTER AS RECORDED RJS 02/21/12 FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION RIS 2010-12 22 ISSUED FOR BY DATE ISSUED FOR 3'-6" [1067 mm] W 10x49 E o E v^ t0 N u W 10x12 E IM o+ E M M Ln E LADDER 18'-7" [5664 mm] 3'-8" [1118 mm] 3'-8" 3'-8" [1118 mm] [1118 mm] 4'-9�6 4'-10" 1 5'-6" [1461 mm] [1472 mm] [1676 mm] W 10x12 C 8 x 11.5 \LC8x11.5 W10x12� C8x11.5 C8x11.5 C 8 x 11.5 W 10x12 r,5I C8x11.5 r 8x11.5 C8x11.5 W 10x12 E W 14x176 0' E E u rn W 10x12 E E o E o E rn ^ X00 �N u u W 10x49 W 10x49 E E 7% 1 3'-3" 3' 8" 9% '� ^ Fn o [183 mm] [991 mm] [1118 mm] [249 mm] ^CL S025 4" TOE PL. 3 SIDES E E c E o E ON -" ao a0 OO ^ M 3'-11" [1194 mm] 3'-8" [1118 mm] 20'-0" [6096 mm] PLAN @ T.O.S. EL. 5430'-7" 3/8"=1'-0" ALL BRACING L3x3x% (-8%") u 1 02/21/12 AS RECORDED BY DATE NO. DATE REVISION GRATING PLAN @ EL. 5430'-811 SCALE: 3/8"=1'-0" W 6xl DRAWN BY DATE CHECKED BY 550E/RJK DATE 2011 SSOE/LT 2010-12-17 APPROVED BY DATE RJS FTI F. 397212SO25.dwg REV DSD APe D SCALE AS NOTED PROJECT 8145.384 NUMBER VIEW DB 3/4"=1'-0" CO25 TYP. C \sued Sok 2010- .22 SSO� \nc. NOTES: 1. WORK THIS DRAWING WITH DRAWINGS S001 S005 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 4. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. SSOE, Inc. OO 99ow T 100 4119 ,Madison Ave. OH 43004 Project # 010-00411 -01 IL - EQUIPMENT SHEET NUMBER PLATFORM & FLINT CONVENOR STAIRS 5025 NUMBI C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO G-3972 M z am co: OPEN 1" [25 mm] E E E io E r' ON �^ Ln v HANDRAIL E o E M � rl O� GRATING PLAN @ EL. 5437'-8" SCALE: 3/8"=1'-0" 9% [249 mm] W 10x49 OR W 14x176 W 10x12 1/4 1/4 / [25mm] 7/ 1 -' [191 mm] DETAIL CT 1 1/2"=1'-0" CO25 GLOBAL URI & ENGINEERING CENTER AS RECORDED RJS 02/21/12 FACILITIES ADVANCEMENT ISSUED FOR CONSTRUCTION RIS 2010-12 22 ISSUED FOR BY DATE ISSUED FOR 3'-6" [1067 mm] W 10x49 E o E v^ t0 N u W 10x12 E IM o+ E M M Ln E LADDER 18'-7" [5664 mm] 3'-8" [1118 mm] 3'-8" 3'-8" [1118 mm] [1118 mm] 4'-9�6 4'-10" 1 5'-6" [1461 mm] [1472 mm] [1676 mm] W 10x12 C 8 x 11.5 \LC8x11.5 W10x12� C8x11.5 C8x11.5 C 8 x 11.5 W 10x12 r,5I C8x11.5 r 8x11.5 C8x11.5 W 10x12 E W 14x176 0' E E u rn W 10x12 E E o E o E rn ^ X00 �N u u W 10x49 W 10x49 E E 7% 1 3'-3" 3' 8" 9% '� ^ Fn o [183 mm] [991 mm] [1118 mm] [249 mm] ^CL S025 4" TOE PL. 3 SIDES E E c E o E ON -" ao a0 OO ^ M 3'-11" [1194 mm] 3'-8" [1118 mm] 20'-0" [6096 mm] PLAN @ T.O.S. EL. 5430'-7" 3/8"=1'-0" ALL BRACING L3x3x% (-8%") u 1 02/21/12 AS RECORDED BY DATE NO. DATE REVISION GRATING PLAN @ EL. 5430'-811 SCALE: 3/8"=1'-0" W 6xl DRAWN BY DATE CHECKED BY 550E/RJK DATE 2011 SSOE/LT 2010-12-17 APPROVED BY DATE RJS FTI F. 397212SO25.dwg REV DSD APe D SCALE AS NOTED PROJECT 8145.384 NUMBER VIEW DB 3/4"=1'-0" CO25 TYP. C \sued Sok 2010- .22 SSO� \nc. NOTES: 1. WORK THIS DRAWING WITH DRAWINGS S001 S005 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. FOR STAIR & HANDRAIL DETAILS SEE 0-I STANDARD DRAWING G-36795915 & G-36795951. 4. GRATING: 1" 19W4 WITH 3/16" BEARING BARS. SSOE, Inc. OO 99ow T 100 4119 ,Madison Ave. OH 43004 Project # 010-00411 -01 IL - EQUIPMENT SHEET NUMBER PLATFORM & FLINT CONVENOR STAIRS 5025 NUMBI C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO G-3972 a mMme (12) %4° . 31 101 SEE FIELD SPLICE DETAIL 3 SHT 5027 E lssi mm] � N O BIN ELEVATION SCALE: 1/4"=1'-0" is Al 5/11 I Aenr I Iry nnl Tr SECTION rH 1/2"=1'-0" S026 DETAIL 5/16 5/16 ETAI L soz6 TYP.1/4 1/4 B' -6y8" anrvnrinlavn LvnlnanLu nLnLan LvnJIaIu ICO PROPRIETARY, CONFIDENTIAL AND TRADE SECRET GLOBAL MANUFACTURING INFORMATION OF OWENS-BROCKWAY GLASS01 CONTAINER INC. (0-I) AND IS TO BE ACCEPTED & ENGINEERING CENTER SUBJECT TO THAT UNDERSTANDING. IT IS TO AS RECORDED US 02/21/12 BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, ISSUE FOR BULLETIN #4 & CONSTRUCTION PL 2011-01-31 USED CONVEYED TO OTHERS WITHOUT 0 I'S FACILITIES ADVANCEMENT WRITTEENN AUTHORIZATION. ISSUED FOR BY DATE ISSUED FOR BEVEL EC FOR MATING PLATE DETAIL 4 ON S( a E (30) %' A325 FASTNEF s"SILO PL. [1 mm] 2 5026 16'-3" SILO I.D. — 4" GUSSET PL. 5/16 SECTION G 11/2"=1'-0" S026 1 11%" [298 mm] 3" �4) %6"O THRU FOR /"O A325 HEX BOLTS 4 PLCS "BOLT GAGE [34 mm] [19 mm] Y4 "4" BAR CENTERED ON %" GUSSET PL. 1� E G 4 PLCS @ S026 SUPPORT COLUMNS L4x4x3/4 a E SILO WALL SEE NOTE #7 a, 2 41I d E [72 mm] M rl SECTION v 11/2"=1'-0" S026 REFERENCE DRAWINGS: ADOLPH COORS CO.: FB3508007 SHT 12 COORS CONTAINER CO.: MG0603085 SHTS 1 & 3 1 02/21/12 AS RECORDED BY DATE NO. DATE REVISION SECTION c 11/2"=1'-0" S026 GENERAL CONSTRUCTION SEQUENCE: 1. INSTALL THE COLUMNS, BRACING, SUPPORT RINGS, UPPER CHANNEL WITH STIFFENERS, AND NEW BIN WALL. 2. REMOVE EXISTING BIN WALL TO Y2" BELOW THE UPPER CHANNEL. 3. COMPLETE WELDS ON INSIDE OF BIN. 02' [61 %60 THRI 20 HOLES ON SECTION B 1"=1'-0" 5026 02'-8"O.D. [813 mm] ✓" PL. TYR INSTALLATION WELD SILO DESIGN DATA: MATERIAL = CULLET DENSITY = 100 PCF ANGLE OF REPOSE = 350 SILO VOLUME TOTAL = 5060 CF USABLE = 4667 CF CAPACITY = 233 TONS FOR OTHER DESIGN CRITERIA SEE SHEET CSA001 DRAWN BY DATE CHECKED BY LP DATE 201. EGB 2011-01-18 APPROVED BY DATE — RIS FT, F. 397212S026.dwg E DBWD APPV'D SCALE AS NOTED PROJECT 8145.384 NUMBER ! Jf L1lrL SECTION rA 1/2"=1'-0" S026 NOTES: 1. WORK THIS DRAWING WITH DRAWING S015 & S027. 2. FOR GENERAL NOTES SEE SHEET CSA001. 3. ALL WELDS TO BE DUST TIGHT. 4. INSTALLATION NOTE: CONTRACTOR TO APPLY "DAP" GUTTER AND LAP SEALANT BETWEEN MATING SURFACES OF CONE JOINTS AND AT JOINT BETWEEN REMOVEABLE CONE AND RING GIRDER TO MAKE ALL BIN JOINT CONNECTIONS DUST TIGHT. 5. FABRICATOR TO SHOP ASSEMBLE ALL BOLTED COMPONENTS TO VERIFY FIT, THEN DISASSEMBLE FOR SHIPPING. 6. BIN WALL MATERIAL TO BE AR360. WELD NOTES: FOR CARBON STEEL TO CARBON STEEL USE TYPE E70XX ELECTRODES. FOR CARBON STEEL TO STAINLESS STEEL USE TYPE 309 ELECTRODES. FOR STAINLESS STEEL TO STAINLESS STEEL USE TYPE 308 ELECTRODES. FOR ABRASION RESISTANT STEEL USE E70XX ELECTRODES ON OUTSIDE SURFACE & CROWN, 220M ELECTRODES ON INSIDE SURFACE. SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 BATCH HOUSE - SILO 9 SHEET NUMBER 1' REMOVABLE CONE & OUTLET S02NG NUMB! C'1 FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO G-3972 W 801 WEB HORIZ [2486 mm] [2477 mm] SECTION F 1/2"=1' 0" S026 4" /q , .'. A vn "v�u GL' Eanv J1LV lVrrVRI LL. JnJV -V110 TO MOUNT DYNATROL LEVEL DETECTOR- FIELD LOCATE SECTION D 11/2"=1'-0" 5026 W 801 WEB HORIZ ?0 WEEP HOLE EACH END-TYP. SECTION M 1/2"=1' 0" 5026 TYP. CONNECTION EACH SEGMENT PROPRIETARY, CONFIDENTIAL AND TRADE SECRET �� INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECT TO THAT UNDERSTANDING. IT IS TO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT O -I'S WRITTEN AUTHORIZATION. W8x31 TO VERT PL. a E N SECTION E 1 1/2"=1' 0" S027 R3'-1%6" W8x31 TO BIN WALL 1/4/ 4" PL. L4x4x3/4 1%" [48 mm] Y8" PL. SEE NOTE #7 S026 1/4 L4x4x1/2 %" PL. SILO CONE SECTION K 1 1/2"=1'-011 5026 TRANSITION LINE CYLINDER TO CONE EXISTING ANGLE R8'-01/11 C12 1 IlUl�ll.11 1 L V IN 2 SECTIONS SECTION T 11/2"=1'-011 S027 5457'-3" 101541" (14) PLATES Y2110"x12" @ (4)W16 BEAMS, @ (6)W12 BEAMS, & @ (4)CONVEYOR SUPPORT LEGS 1/4 IF WELD EXISTS, SECTION L E CONVEYOR 1/4 BUILD UP TO 1/4 , 'v 1 1/2"=1'-011 5027 N -FIELD LOCATE PL. %11x3" UNDER _ id PI 2"m] _ 1/4 V [63 m (30) %"O %"xlY2" BAR A325 FASTNERS ._ BEVEL EDGE 3/8 E 450 rn FOR MATING PLATE SEE SECTION V ON S026 DETAIL 4 11/2"=1'-011 S027 GLOBAL URI & ENGINEERING CENTER AS RECORDED FACILITIES ADVANCEMENT ISSUED FOR BULLETIN #4 & CONSTRUCTION ISSUED FOR RJS 02/21/12 OE/PL2011/01/31 BY DATE ISSUED FOR SECTION N 1/2"=1'-0" S026 FIELD VERIFY BEAM LOCATIONS, ALIGN STIFFENER PLATES W/BEAM WEBS 1 02/21/12 AS RECORDED BY DATE NO. DATE REVISION EL. 5455'-1111 . 1/4 1/4 (14) PL Y2 11x2%" @ PL. ABOVE C 12 x 25 FABRICATE - IN TWO SECTIONS NEW BIN WALL 1/4 TO C12 1/4 C12 TO EXISTING BIN WALL NEW 318" PL. BIN WALL P 16'-3" I.D., SEE NOTE #7 S026 DETAIL CHAMFER UPPER WALL FOR LEAD-IN FIELD SPLICE DETAIL 3 3"=1'-011 5027 EXISTING W16x40 OR W12x27 EXISTING L 3 x 3 x 1/4 3/16 3/16 REMOVE EXISTING BIN WALL & STIFFENER ANGLE (S:) S027 R8' -1Y2" %" PL. SEE NOTE 6 SHT 5026 SECTION R 11/2"=1'-011 S027 DRAWN BY DATE CHECKED BY PL DATE 2011 EGB 2011-01-28 APPROVED BY DATE RIS FTI F. 397212SO27.dwg REV DSD APe D SCALE AS NOTED PROJECT 8145.384 BY NUMBER IF WELD EXISTS BUILD UP TO 3/16 1/4 %"xlY2"BAR 1/4/ %" PL. SILO WALL SECTION 6"=1' 011 5027 NOTES; 1. WORK THIS DRAWING WITH DRAWING S026. CJP VERTICAL JOINTS TO BE STAGGERED CJP SSOE, Inc. 00 Madison Ave. OO 990 Toledo, 4119 O 43004 Project # 010-00411 -01 BATCH HOUSE - SILO 9 SHEET NUMBER CONE & OUTLET SECTIONS & DETAILS DRAWING NUMB! C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO G-3972 En N E E LU �13� 00 n I r COLUMN 3'-7%" [1105 mm] 5'-0" [1524 mm] SQUARE 6'-6" _I [1981 mm] REF , COLUMN [3048 mm] [152 mm] SELENIUM PREMIX SYSTEM SCALE: 1/2"= V-0" N TO WELD CORNER OF PLATFORM E fV N M %D E Z? E [V O N L 3" X 3" X 1/4" TYP. (2) 5'-9" [1753 mm] C 8 X 11.5 (TYP.) 6" [152 mm] 5'-3" [1600 mm] CHK PL 1/4" 4'-10Y2" CHK PL 1/4" [1485 mm] C 8 X 11.5 N Go E l0 E � n rl SHIM TO HEIGHT AS REQ'D FOR PLATFORM TO BE LEVEL & POSTS TO BEAR ON FLOOR E Z? E [V O N PL 1/411X611X1211 E C E M M 811 [203 mm] 811 [203 mm] 1"0 HOLE TYP. E 2'-111 3y2" CD [635 mm] [89 mm] 2'-811 [813 mm] FOOT D ETAI L SCALE: 1/8" = V-0" 1"0 HOLE BILL OF MATERIAL 1. UNLESS SPECIFICALLY NOTED on the drawings, specifications, or contract documents, all equipment and/or materials for the work shall be furnished by the CONTRACTOR. 2. Where 0-I Global Manufacturing & Engineering Center provides technical information, drawings, equipment and/or specifications for a CLIENT, the term CLIENT as used within this drawing shall be E 3. ITEM No. Reflects specific line item and should coincide with the sheet number on which the Bill of Material is located on. 4. TAG No. Identification No. of specific items for drawing purposes and to relate to 0-I GMEC purchase requisitions. S. RESP. -- Designates responsibility for ordering, purchasing and delivery of material: C/ - General Contractor, GMEC/ - 0-I Global Manf. & Eng. Center, 0/ - Owner, 0/GES - Owner thru 0-I Global Equip. Ln A. Subscripts - Designates responsibility for ordering, purchasing and delivery of Owner furnished material: /V -Vendor, /G -Godfrey, /76 -Plant 76, /B -Birmingham, /F -Fabricator, /P -Panel Fabricator. 6. QTY. Columns -Denotes exact amount of specified equipment required. N M TAG E E 1 02/21/12 AS RECORDED RIS E No. PART No. rn QTY DESCRIPTION E E E `^ 1 In 0 5 co 2 0 Ln McMASTER-CARR - 4 FT STD WALL PANEL - # 6716T74 3 N 0 2 McMASTER-CARR - 5 FT STD WALL PANEL - # 6716T75 4 E 0 1 McMASTER-CARR - 3 FT SLIDING DOOR PANEL, # 6716T117 SLIDE OPEN LEFT E u7 (6716T94) N M E Z? E [V O N L 3" X 3" X 1/4" TYP. (2) 5'-9" [1753 mm] C 8 X 11.5 (TYP.) 6" [152 mm] 5'-3" [1600 mm] CHK PL 1/4" 4'-10Y2" CHK PL 1/4" [1485 mm] C 8 X 11.5 N Go E l0 E � n rl SHIM TO HEIGHT AS REQ'D FOR PLATFORM TO BE LEVEL & POSTS TO BEAR ON FLOOR E Z? E [V O N PL 1/411X611X1211 E C E M M 811 [203 mm] 811 [203 mm] 1"0 HOLE TYP. E 2'-111 3y2" CD [635 mm] [89 mm] 2'-811 [813 mm] FOOT D ETAI L SCALE: 1/8" = V-0" 1"0 HOLE BILL OF MATERIAL 1. UNLESS SPECIFICALLY NOTED on the drawings, specifications, or contract documents, all equipment and/or materials for the work shall be furnished by the CONTRACTOR. 2. Where 0-I Global Manufacturing & Engineering Center provides technical information, drawings, equipment and/or specifications for a CLIENT, the term CLIENT as used within this drawing shall be known as the "OWNER" (final destination of equipment, person(s) ultimately receiving ownership) 3. ITEM No. Reflects specific line item and should coincide with the sheet number on which the Bill of Material is located on. 4. TAG No. Identification No. of specific items for drawing purposes and to relate to 0-I GMEC purchase requisitions. S. RESP. -- Designates responsibility for ordering, purchasing and delivery of material: C/ - General Contractor, GMEC/ - 0-I Global Manf. & Eng. Center, 0/ - Owner, 0/GES - Owner thru 0-I Global Equip. Sales, EXIST/ - Existing Material, CC/ - Communications Contractor. A. Subscripts - Designates responsibility for ordering, purchasing and delivery of Owner furnished material: /V -Vendor, /G -Godfrey, /76 -Plant 76, /B -Birmingham, /F -Fabricator, /P -Panel Fabricator. 6. QTY. Columns -Denotes exact amount of specified equipment required. 7. COMMENTS -- Used to provide miscellaneous information, i.e., existing and/or relocated equipment, vendor name/information, etc. ITEM TAG COMMENTS / E 1 02/21/12 AS RECORDED RIS No. No. PART No. RESP QTY DESCRIPTION E E E `^ 1 n �O 0 5 McMASTER-CARR - RIGHT ANGLE CORNER POST - # 6719T113 2 0 2 McMASTER-CARR - 4 FT STD WALL PANEL - # 6716T74 3 0 2 McMASTER-CARR - 5 FT STD WALL PANEL - # 6716T75 4 0 1 McMASTER-CARR - 3 FT SLIDING DOOR PANEL, # 6716T117 SLIDE OPEN LEFT (6716T94) 5 0 2 McMASTER-CARR - DOOR BUTT HINGE, SURFACE MOUNT, PLAIN STEEL, 2 1/2" x 3", WITH 1/4" PIN - # 16175A23 PLATFORM DETAIL SCALE: 1/2"= V-0" A io M N E51.311 E N [1600 mm] 1 E Project# 0 10-00411-01 E GLOBAL MANUFACTURING ' & ENGINEERING CENTER AS RECORDED RIS 02/21/12 CONSTRUCTION BLF ISSUED FOR BY DATE ISSUED FOR BY DATE 4.0 LBS E E EXP MET Go M REV i 1 N E 1 02/21/12 AS RECORDED RIS M E �O PROJECT 8145 384 NUMBER • r\ Ir DRAWING NUMBER 6-3972 FACILITIES ENGINEERING E E E E `^ N n �O O r-1 TS 4" X 4" X 1/4" TYP. (4) TS 1-1/4" X 1-1/4" X 1/8" L 1" X 1" X 1/8" E E N M GATE DETAIL SCALE: 1/2"= V-0" SSOE, Inc. OO 9901W 1001 Madison Ave. Toledo, OH 43604 T 419-255-3830 Project# 0 10-00411-01 INFORMATION CONTAINED HEREIN CONSTITUTES PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF OWENS-BROCKWAY GLASS CONTAINER INC. (0-I) AND IS TO BE ACCEPTED SUBJECTTOTHAT UNDERSTANDING. ITISTO BE KEPT CONFIDENTIAL AND NOT TO BE COPIED, USED OR CONVEYED TO OTHERS WITHOUT OI'S WRITTEN AUTHORIZATION. GLOBAL MANUFACTURING ' & ENGINEERING CENTER AS RECORDED RIS 02/21/12 CONSTRUCTION BLF ISSUED FOR BY DATE ISSUED FOR BY DATE DRAWN BY DATE J.BOX 10/7/10 CHECKED BY DATE APPROVED BY DATE SELENIUM PRE -MIX SYSTEM SHEET NUMBER pp SO20 REV i 1 1 02/21/12 AS RECORDED RIS FILE: 397230S028.dwg PROJECT 8145 384 NUMBER • rr n C FURNACE CONVERSION TO FLINT RMBC WHEAT RIDGE, CO DRAWING NUMBER 6-3972 FACILITIES ENGINEERING SCALE AS NOTED REV CHK'DAPPV'D NO. DATE REVISION Br Br er City of :beat."c c-.- VE LC COMMUNiTy DE MMENT 11MAT M-1 [ DO- I M MM IMMIMM Building Permit Application Address Contractor: Z�� � Iqd 44 �_ Electrical: Wk City License # • I - . - ILIMMI - it - MechanicaL WR City License # Complete all information on BOTH sides of this form #* » «§ a« * < w* <« . < Z ; «, A9# « \ #f \ < ° \ ». ^ / \ : / « 4:5 X,, \f \§ © »'— ° ©A ... Squares . Other N 2013 12:09PM DOUGLASS COLONY GROUP INC o, 1738 Pt 6/6 To= = ,�.» EM /I — l - i Z,- M11IM1,11111 M Job Name: I Job Number: Final Inspection Score: Insnector: 2 ------- .. .... ---, form 6135 Rev. 4-15-05 it of W h6 at Pid CIOMAWNrry DEVELOPMENT ��ge W ai # WA U&SOM QM BU Permit Application M 10619 West 50th Ave.,Wheat Ridge, CO 80033 ' pn�nt): Miller Coors, LLC 303 277 5313 g lercoors.com Address: PO Box 3103 City, State, Zip: Wisconsin 53201-3103 I = dennis,klingmann@zastudios.com 414 225 086• dennis@unitedmtls. net OM Mechanical, WR QN License # Complete all information on BOTH sides of this form I Pat Norris Hoff Construction 1815 West 12th Street Loveland, CO 80537 Subject: Review of Excavation, Reinforcing Placement, and Concrete Strength Loading Dock Addition at Rocky Mountain Bottling 10619 W 50th Ave., Wheatridge, Colorado CTLIT Project Number: FC061 10 Per your request, personnel from our office visited the site on March 20, 22, and 27 of 2013 to perform excavation and reinforcing observations for the loading dock addition. In addition, concrete tests were performed to confirm that the concrete used for construction met the specified design strength. Concrete compressive tests at 7-days confirmed that the mix was reaching the specified strength and Is acceptable. Based on our observations and tests, the structural concrete footings, walls, and slab for this addition have been installed in general accordance with the design plans and are therefore acceptable. If you have any questions, please contact our office, Very truly yours, CTLITHOMPSON, INC. Wayne Thompson, PE Project Manager 351 Ueda n Edreet I Suite 140 1 Fort Collins, Colorado 80524 Telephom 970-206-9455 Fad; 970-206-9,441 CHY C wlac �Lt R cl, - Y(- TY DI- 1OPMEW COMMUNI VE BuMkig & Inspection Services Division 7500 VA 29" Ave Wheat Ridge, CO 80033 Offim 3030350855 * Far 3030372929 Inspection Request Line, 303-234-5933 Plan # pyanh# M Cq 3p Phone: #%*OJ00�0* >yase pwot) i IMIM M Addmss: City, State, Zip: contractou Review Fee (due al fiftle Of subIMM70: OWNERTCATRACTOR SIGNATURE OF UNDERSTANDINC AND AGREEMENT I kmh"My dw dic svtback dioanco; propo"'ed by lhk pcTinit are, accume wd & nm vQWe vMIAW Mhnms rulo- or •cgwhaions of be City of Wlivat Ridpw or covcmant"', ciaianents or that all measurements shown and allegations niade are accurate, Oun I have read and agnx to abide by afl conflisms &M on I& applicm0n and dun I asswne M ropmMy kv umMAwc Wh appHuMe My of %ban Rkke W" wd mdWanco K v"wk Wer any pennh MW Mod on this applicatioru thal I Mn dw kgA on na or hm e been awNnhud t)y thc ltagal om, ner ofthc property to per dw de cxihcd %kork MW Mn Aw audlori, by do" �qzal owwr 4m, My hwW&d am thk appiRmW m No Im My mi this application, CWTV45f: WWAER,� W(fNTRACTOR) ft ONTR 4 ( $10MATUR DATE: kit 11 Print - Maps Page I of I maps My Notes 'Ji - mbing.com i � i hti,p://www,biltlg.com/,i .. 10/1 1/2012 i I Bird's eye view maps can't be printed, so another map view has been substituted. Work shall cornply with 2006 IBC, lf IMC, IFGC,, IFC, 2005 NE(` and any applicable City (,)Mheat Ridge Municipal Codes, Foundation inspections shafl be 173 9 1m r-# I mo m II I ordl�� of the City shaR rAt be va%d. gym W (IN) THICK STRUCTURAL $LAO WITH #5 REwArro.c. EACH WAY 3V X W #5 ASEAN HOOKS FROM WALL 04TO SLAS� AT Iff'ON CENTER GRANULAR FILL BY OTHERS. COMPACT TO A WNIMUM OF STANDARD PROCTOR DENSITY. Ur (IN) IMCK CONCRETE WAU #6 VERTICAL REAW AT IS #N O.G. AS HORIZONTAL HENAN AT I r OX, . MAX 3r X t2' 95 RE AR HOOKS TO MATCH VERTICAL REINFORMG ABOVE I r THICK CONCRETE PAD WITH 0 RESAR AT Ir O.C. EACH WAY I OUNDATION 0 DOWELS TV) W DN) TH" STRUCTURAL $LAO ONTH M5 REBARATWO.C. EACH WAY 30 x 30 As RE SAR HOOKS FROM WALL INTO SLAB, SPACE AT 1W ON CENTOR, GRANULAR I" BY OTHERS, COMPACT TO A MR 40" OF 06% STANDARD PROCTOR DENSITY, #6 VERTICAL RE SAR AT UP^ 0,C. #8 HORIZONTAL BOOR AT *'O.C. MAX " X12 "#5 RESkR HOOKS TO MATCH VERTIC& REINFORCING ABOVE Ir TWK CONCRETE PAD WITH #6 RE SAR At UVOC. EACH WAY AS X W LONG DEBAR DOWELS AT 10`0a 0 00STING FOUNDATION DRILL HOLE AT RE BAR SIZE, TAP OAR INTO HOLE. SPACE DOWELS PER DETALS. NEW FLAN WALL & REM PER PLAN f DETAILS z 4 < V S1 S Ni 5ECTION 2 $CALE CP • r-r �ECT - [QN I $CALE W* - V-0- E 73 — ncheck , , er City of Wh6at!�iLdge Lnw-Lap-tj - # # Building AA- it City, State, 'I t W=111� Electrical: Plumbing: Mechanical: am RAWIM Page 1 of 1 Melissa Mackey UWk 0 2L�2. From: Teter, William [William.Teter @millercoors.com] Sent: Friday, November 11, 2011 1:49 PM To: Melissa Mackey Cc: John Schumacher Subject: Extension of Permit # 110071 Ms. Mackey, I am sending you this e-mail to ask for a six month extension of Permit 110071. The scope of work as defined under this permit has been completed. However, we are still waiting on the "engineer of record" letters, which are currently tied up in a dispute between Owens - Illinois and SSOE; the company that completed the engineering for the project. Owens - Illinois is a Joint Venture Partner with MillerCoors in the operation of Rocky Mountain Bottle Company. At this time, we are unsure of the time frame of the resolution of this dispute, but will keep the city informed as more information becomes available. Sincerely, 8r2eT &w Project Leader- Rocky Mountain Bottle Company 10619 W 50th Avenue - Wheat Ridge, Colorado - 80033 303- 425 - 7949 - 303 - 886 -6594 bill.teter &millercoors.com 11/14/2011 INSPECTION RECORD Occuaancygype INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. G'un G1 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) rUUR NU I.UNGRETE UNTIL ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw INSPECTIONS TO BE SIGNED PRIOR TO FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY lS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER " 2 - 0 a , 6 ❑ No one available for inspection: "4' City of Wheat Ridge Comm. Accessory Stru PERMIT - 110071 PERMIT NO: 110071 - ISSUED: - 01/27/2011 JOB ADDRESS: 10619 W 50TH AVE EXPIRES: 01/27/2012 DESCRIPTION: Install silos, cullet bunker, modify sand plant & cullet are * ** CONTACTS * ** owner 303/886 -6594 MillerCoors Attn: Bill Teter sub 925/455 -2300 02 -2211 Lilja Corp ** PARCEL INFO ** ZONE CODE: PID USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3500,000.00 FEES Permit Fee 16,712.05 �FUN7,1 - , Plan Review Fee 10,862.83- - Total Valuation .00� Use Tax 63,000.00 ** TOTAL ** 90,574.88 ' Conditions: MR: Approved. Zoned PID. Subject to field inspection * *No Certificate of Completion will be issued for the project until the FDP amendment for silos is recorded. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 8005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' ac )vompanying approved plans and specifications. Signature of OWNER or ,CONTRACTOR (Circle one) ' Date I . 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspec 'on. Signature o Building Offical Date INSPEC ON EQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUES S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I City of ®Wheat.R COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29` Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Date: �bu�,20AI Plan # t � D M6 Permit # ! Building Permit Application GO / Property Owner (please print): P Mailing Address: (if different than property address) Address: City, State, Zip: City License # : - I t I0.- Contractors City License #: \j Phone: Electrical: Plumbing: Mechanical: City License # Phone: City License # S l SOS d- coy^ (e� ��� (� t �-�I 11 Contract Value: io Sa--( � � ( 6 � � c�r plC.,+ n4o �Lv I(ef $ e 't a r r— + d ajl& C V t'�t bU M ke r , Review r\ �Fee (due at time of submittal): Squares BTU's Gallons _ Amps Sq Ft. $ V OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permt application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made me accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) ( CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTNAME: ��� SIGNATURE: DATE: Bldg Valuation: ` e �I City of Wheat J p, d COMMUNITY DEVELOPMENT Jgc Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855' Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address: I Property Owner (please print): r Mailing Address: (if different than property address) Address: Date: �Cju oAI Plan# - Dc)t %Vj Permit # �,tiKl 5 1301 / %'eter Phone: 303- 9'9f<- F ` City, State, Zip: Contractor: L ( i- A Contractors City License #: Phone: Sub Contractors: Electrical: Plumbing: Mechanical: City License # City License # City License # Description of work: ( $ Contract Val�ue: �� C� y � n � 6��c�r� ply i frtocPr`�YC,I.) t;L. j ` J& C V � i e+ 6 V yt, ke, r , Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: �( // /U P� SIGNATURE: DATE: 1 A I B 0 D A -1 ZONE PRD ZONE ,— PID ZONE m 2 RAW I � SiOF 4 I I OIL STORAGE h SP4 p. CONTAINMENT— p'l T6NX -B• FMN / O R PAC B. 2806, 3 PID ZONE a INLAND CONTAINER CORPORATION p PID ZONE MILLER COORS CLASS PLANT STREET III (COORS BUILDING 25) WAREHOUSE (COORS BO E EASEMENT Il}V}771I LEY p�8' 4 I 8960. DP.1` qR' G 1 10' IRRIGATOR i l I 1J GOAD EASEMENT I T 4 / POND= ° - _ IIIIIIII111IIL ff CASE HISTORY ,Tl➢IeASSHal9rLT Al10NAf' O A NO-£INi l«FBRM 7 _ l1 RKl1�F -MN-BE FOUn'Ai RECEPiI Ni OFF]C16C3ECO�sZF - JCrFH?90M 3TRlEbF= _ I I _ I I uxrc NO. II -AN PROWL 3'49_V! A - - 0 �• 10.00' 15' BEV PID ZONE ARVADA � EAST 1/4 CORNER EE GTI ° " 16.T3ERB9W FINAL CLEAR 1220 "51, A 1 B I C C E F G H J K L _ SHEET 3 OF 9 -/' -\ BGGN - PAGE_ COORS PLANNED INDUSTRIAL DEVELOPMENT o. ° °DEC °a ° LNG ,- FILINGS NO. 1 & 2, AMENDMENT #9 FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.1 /4, S.E.1 /4 AND A PART OF THE S.W.1 /4, N.E.1 /4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. LAND USE CHART H ET OF car. NW 1/4, BE 1/4. SECTION 16 LOT 8 —A ARVADA RIDGE FINAL PLAT TO BE QUIT CLAIMED TO PESO UNDER SEPARATE DOCUMENT 3,753 EF (DICE AC.) ('�R-770.00' = 1]'19'11" = 232.]6 STREET R.OW. —30' DRAINAGE & UTILITY EASEMENT (BY SEPARATE DOCUMENT) 30' UTILITY EASEMENT EXISTING ASPHALT TO REMAIN (VACATED MILLER STREET) -EX 30 IRRIGATION EASEMENT ASPHALT AREA LANDSCAPE AREA LOT 8 % BUILDING COVERAGE ARVADA RIDGE EAST 1/4 CORNER EE GTI ° " 16.T3ERB9W FINAL PLAT SEE BELOW / ARMADA RIDGE 28.74 ACRES, 1 251 951 SF EXIST. IRRIGATION DITCH D= 17'39'50" (1.32 AC.) W EXIST. WATER SERVICE / R= 670.00' pya EXIST. FIRE HYDRANT �p .n �n �\ rS 3 30' EX 30 IRRIGATION L S� 5.1 ACRES EASEMENT 0 0?' STREET LOADING & ROADS ® AREA OF FUTURE BUILDING EXPANSION \b ACREAGE OF LANDSCAPING 3 o:� hA NATURAL GRASS, PONDS, MIN 20% 10.7 ACRES_ 9'10 4,P DECORATIVE GRAVEL ETC. _ 730.00' SETBACKS SEC. 26 -302 B. 15.04' ti OPERATIONS JEFFERSON 0� BUILDING NO. 25. PRODUCTION & SOME WAREHOUSE 56 "W SOUTHEAST CORNER 3' , FUTURE EXPANSION BECTON 16,T3S,R69W 50,000 SOFT BLDG. HT. 35' SCALE 1' = 100' OFFICE & STORES AREA 22,100 SOFT. BLDG. HT. 35' BUILDING NO. 36 PRODUCTION STORAGE —H. .GAM, 6 103,000 SQR. BLDG. HT. 37' FIRE PROTECTION PUMP STATORS �E ® BATCH HOUSE SILO STORAGE OF RAW MATERIALS 2,900 SOFT. BLDG. HE 82' -I0" SHEET 2 (GWASHEETHS) El BUILDING NO, 26 AIR COMPRESSOR & STORAGE TANKS 3,000 SQFT. BLDG. HT. 30' ❑ BUILDING 6 N0, D RAW MATERIALS PROCESSING 5,500 SOFT. BLDG. HE 45' BUILDING NO. 28 RAW MAIERIALS PROCESSING A 1 B I C C E F G H J K L _ SHEET 3 OF 9 -/' -\ BGGN - PAGE_ COORS PLANNED INDUSTRIAL DEVELOPMENT o. ° °DEC °a ° LNG ,- FILINGS NO. 1 & 2, AMENDMENT #9 FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.1 /4, S.E.1 /4 AND A PART OF THE S.W.1 /4, N.E.1 /4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. LAND USE CHART H ET OF car. NW 1/4, BE 1/4. SECTION 16 LOT 8 —A ARVADA RIDGE FINAL PLAT TO BE QUIT CLAIMED TO PESO UNDER SEPARATE DOCUMENT 3,753 EF (DICE AC.) ('�R-770.00' = 1]'19'11" = 232.]6 STREET R.OW. —30' DRAINAGE & UTILITY EASEMENT (BY SEPARATE DOCUMENT) 30' UTILITY EASEMENT EXISTING ASPHALT TO REMAIN (VACATED MILLER STREET) -EX 30 IRRIGATION EASEMENT ASPHALT AREA LANDSCAPE AREA TRUE POINT OF BEGINNING cor. NW 1/4. BE 1/4, SECTION 16 LOT 8 % BUILDING COVERAGE ARVADA RIDGE EAST 1/4 CORNER EE GTI ° " 16.T3ERB9W FINAL PLAT SEE BELOW / ARMADA RIDGE 28.74 ACRES, 1 251 951 SF EXIST. IRRIGATION DITCH D= 17'39'50" (1.32 AC.) W EXIST. WATER SERVICE / R= 670.00' pya EXIST. FIRE HYDRANT 2.28 ACRES / L= 206.56' ETC. GENERAL USAGE N 30' EX 30 IRRIGATION L S� 5.1 ACRES EASEMENT 0 0?' STREET LOADING & ROADS ® AREA OF FUTURE BUILDING EXPANSION \b ACREAGE OF LANDSCAPING 3 hA NATURAL GRASS, PONDS, MIN 20% 10.7 ACRES_ 9'10 4,P DECORATIVE GRAVEL ETC. _ 730.00' SETBACKS SEC. 26 -302 B. 15.04' ti OPERATIONS JEFFERSON 0� BUILDING NO. 25. PRODUCTION & SOME WAREHOUSE 56 "W SOUTHEAST CORNER 3' , FUTURE EXPANSION BECTON 16,T3S,R69W TRUE POINT OF BEGINNING cor. NW 1/4. BE 1/4, SECTION 16 20 CONVERT BATCH AND 1,663 SOFT. SILO. GULLET PLANTS TO 1 - - PRODUCE FLINT GLASS 4.. 1Ovi�s� TOTAL SO. FT. 465,25 SQFT. 2 Y•"q C' ,r, 64'3"[+,^• KEY ALLOWABLE PROPOSED % BUILDING COVERAGE SEC, 26 -302 B. MCC ACRES, 463 592 SF 37.75 BUILDING HEIGHT MAX 50' -0 SEE BELOW LOT SIZES MIN 1 ACRE 28.74 ACRES, 1 251 951 SF EXIST. IRRIGATION DITCH ACREAGE OF HARD SURFACE W EXIST. WATER SERVICE AREAS, CONCRETE, ASPHALT, EXIST. FIRE HYDRANT 2.28 ACRES 8.07 ETC. GENERAL USAGE P.I.D. BOUNDARY ACREAGE OF PARKING, OFF 5.1 ACRES 18.06 STREET LOADING & ROADS ® AREA OF FUTURE BUILDING EXPANSION ACREAGE OF LANDSCAPING AERIAL MAPPED 1983 ® EXISTING ASPHALT FIELD REVISED 1992 NATURAL GRASS, PONDS, MIN 20% 10.7 ACRES_ 37.89 DECORATIVE GRAVEL ETC. BUILDING DEVELOPMENT PLAN SETBACKS SEC. 26 -302 B. COORS BREWING CO. GLASS N OPERATIONS JEFFERSON BUILDING NO. 25. PRODUCTION & SOME WAREHOUSE 130,000 SOlt BLDG. HT. 52' 0 50 100 200ft. W FUTURE EXPANSION 50,000 SOFT BLDG. HT. 35' SCALE 1' = 100' OFFICE & STORES AREA 22,100 SOFT. BLDG. HT. 35' BUILDING NO. 36 PRODUCTION STORAGE —H. .GAM, 6 103,000 SQR. BLDG. HT. 37' FIRE PROTECTION PUMP STATORS ® BATCH HOUSE SILO STORAGE OF RAW MATERIALS 2,900 SOFT. BLDG. HE 82' -I0" SHEET 2 (GWASHEETHS) El BUILDING NO, 26 AIR COMPRESSOR & STORAGE TANKS 3,000 SQFT. BLDG. HT. 30' ❑ BUILDING 6 N0, D RAW MATERIALS PROCESSING 5,500 SOFT. BLDG. HE 45' BUILDING NO. 28 RAW MAIERIALS PROCESSING 5,000 SOFT. BLDG. HT. 30' �] PROPANE VAPORIZATION STATOR ® BUILDING NO.40 ELECTRICAL SWATCH STATION SUB- STATON CONTROL 900 SOFT. BLDG HE 15' ELECTRICAL SINTCH STARCH g BUILDING N0.41 MAIN SERVICE ENTRANCE 900 SOFT. BLDG. HT. 15' FUEL STORAGE iD PROPANE AND FUEL OIL STORAGE 11 GAS METER STATION BUILDING NO. 29 GULLET RECYCMNG CENTER 12 43,00 SQFT. BLDG. HE 35' 3 CONSTRUCTION SHOP 6,000 SOFT. BLDG, HT. 20' 14 RUTH GLASS ADDITION 40,200 SOFT, BLDG. HT. 35' NEW MOLD / 15 MAINTENANCE SHOP ADDITION 10,000 SOFT. BLDG. HE 35' RECEPT /LUNCH/ 1 1161 LOCKER ROOM ADDITION 3.431 SOFT. BLDG. HT. 25' 1] FUTURE EXPANSION 35,463 SOH. BLDG. HT. 35' 8 NEW BUILDING ADDITION E092 SCR. BLDG, HT. 35' 19 NEW SAND STORAGE BUILDING 1,106 SOFT. 20 CONVERT BATCH AND 1,663 SOFT. SILO. GULLET PLANTS TO 1 - - PRODUCE FLINT GLASS 4.. 1Ovi�s� TOTAL SO. FT. 465,25 SQFT. 2 Y•"q C' ,r, 64'3"[+,^• KEY - -- S - -- EXIST. SANITARY SEWER 3 - - -- G - - -- EXST. GAS - -- -T- -- - EXIST. TELEPHONE E EXIST. ELECTRICAL EXIST. IRRIGATION DITCH W EXIST. WATER SERVICE EXIST. FIRE HYDRANT — GAS — EXIST. GAS (STREET) P.I.D. BOUNDARY FENCE 4 ® AREA OF FUTURE BUILDING EXPANSION LANDSCAPE AREA AERIAL MAPPED 1983 ® EXISTING ASPHALT FIELD REVISED 1992 POND BUILDING DEVELOPMENT PLAN 5 COORS BREWING CO. GLASS N OPERATIONS JEFFERSON COUNTY, COLORADO 0 50 100 200ft. W SCALE 1' = 100' GREY WOLF ARCHITECTURE —H. .GAM, 6 now GWAPROJECTNG, 10 -263 SHEET 2 (GWASHEETHS) NAME I DATE I MILLERGOORS w.OSaa ntiE CONTAINER GLASS FLINT CONVERSION 7 E G III J K L CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102558 Issued: 01/04/11 Stipulations: Sand Storage Structure. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 10619 W 50TH AVE Parcel Number: 39- 164 -01 -005 Owner: MILLERCOORS LLC 17735 W 32ND AVE GOLDEN CO 80401 Contractor: S. Silk/ D. Happel Happel & Associates, Inc. 722 Washington Ave. Ste 211 Golden, CO 80401 For the Following Purpose:. Commercial New Struc Code Editions NO change shall be made in the USE of 21L06 ICC /2008 NEC this building without prior notice 006 ICC /2005 NEC and a new Certificate of Occupancy 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System Inspector Zoning Administrator CATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 01/05/11 08:28:42 City of Wheat Ridge Page 1 bp701 -ls PERMIT INFORMATION - 102558 mmackey PERMIT INFORMATION: Permit #: 102558 Address: 10619 W 50TH AVE Permit Type: Commercial New Strut Parcel Cd: 39- 164 -01 -005 Permit Dt: 11/10/2010 OWNER: Expires: 11/10/2011 Address: City /St /Zip: LAND PARCEL INFORMATION: Zone Cd: Planned Ind. Develop DO: 0 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: ROCKY MOUNTAIN BOTTL Annex Dt: Right: 0.0 Cent Type: Brick Lot: Block No 0 Back: 0.0 Legal: JOB DESCRIPTION: Erection of new sand storage structure FEES QTY DUE PAID: Permit Fee 92,000.00 1,067.65 1,067.65 Plan Review Fee .00 693.97 693.97 Total Valuation 92,000.00 .00 .00 Use Tax 92,000.00 1,656.00 ---- - - - - -- 1,656.00 3,417.62 --- - - - - -- 3,417.62 CONTACTS: go - CL1 Happel & Associates, Inc. S. Silk/ D. Happel 722 Washington Ave. Ste 211 Golden, CO 80401 3032779358 PARCEL INFORMATION: 10 Structure Type 303 20 Year Built 196E 30 Property Type COMMR PERMIT CONDITIONS: MR: Approved. Zoned PD. Subject to field inspection *Issuance of a Certificate of Completion cannot occur until mylars of the amended FDP are submitted for recording. KC: Approved per plans and notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: Reg Apprv Date Approver Note - - - -- ----------------------------------- ----- ------ -- --- -- - - - -- -- FIRE REQUIRED INSPECTIONS STATUS: Type Description Required By Completed On BPI Building Final Insp 12/30/10 ONE Drywall screw /nail EFI Electrical Final Ins SIC Elect. Inspection ERI Electrical Rough Ins PERMIT NOTES: 11/10/10 Submission of mylars for recording have been delayed due to surveyor certificate.. Pursuant to input from JS, mylars be in prior to issuance of Certificate of Completion. 01/05/11 08:20:42 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 102558 n ackey 11/10/10 CREATED FROM APPL# 10 -0372 10/21/10 Began Planning review and realized that mylar for FOP amendment has not been submitted. Property owner has been notified and has responded. 10/12/10 Given to MR and KC for review INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 BFI:BUilding Final Insp 09 -0429 12/29/10 no SCSI 12/30/10 12/30/10 COMPLETE 2 LFI:Landscaping Final 09 -0429 01/03/11 no MR 01/04/11 01/04/11 COMPLETE Ir RECORD ` Occupancy/Type TJNSP�CTI(JN LI NE: (303) X34 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 .PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines c m �ry u� wowe nna oeen an�neu CONCRETE SLAB FLOOR Electrical (Underground) Heating (Underground) I I i ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Servic Rough Electric Rough Plumbing Gas Piping Rough Mechanical - - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS In 7IL >> ! //� Electrical Plumbina .. Mechanical Roof Building Final - - Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 01/03/11 15:25:20 City of Wheat Ridge Page bp435 -wr mmackey -------------------------------------------------------------------------------- Permit#: 102558 INSPECT DT /TM: 01/04/11 12:00 AM TUESDAY ; INS CT #: 2 ACTUAL DT /TM: BY: ADDR: 10619 W 50TH AVE Parcel: 39- 164 -01 -005 DESCR: Erection of new sand storage Lot: Block: 0 structure Subdiv: ROCKY MOUNTAIN BO Contact: S. Silk/ D. Happel 303/277 -9358 ��„ COMPANY: Happel & Associates, Inc. Type: LFI dscaping Final \L CIRCLE ONE: COMPLETE NCOMPLETE PARTIAL CANCEL 01/04/11 12:00 AM BY: TUS: TYPE: LFI 720- 202 -8182 Mary Inspection record is already in the office, just need planning approval for C /O. -------------------------------------------------------------------------------- Permit#: 101525 INSPECT DT /TM: 01/04/11 12:00 AM TUESDAY INSPCT#: 19 ACTUAL DT /TM: B ADDR: DESCR: 33 Youngfield St U • t T ' a Finish for T ' 7A Green Parcel: Lot 7 0 a' shi Bar *Roof- unit nassign Contact: ntanostasi „ 72 60 COMPANY: at 1um Electric Type: I y , Electricall Ins ROLE ONE:. COM �E. C PLETE PARTIAL CEL � 09116110 2:00 AM STATUS TYP ERI f 01/04/11 dal war s only BY:MV e ceiling. TYPE: 5 i CITY OF WHEAT E RID ♦ G f Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 131cT Job Address: legal F &&, Sa77s �y6 Permit Number: te5�5T9 r- ❑ No one available for inspec Time ! �l� A ) Re- Inspection required: Ye§ No 4 When corrections have been made, call for re- inspection at 03 234 -5933 Date: oVlAv io Inspector. - DO NOT REMOVE THIS NOTICE E i Hours Time Visit 1 Visit 2 Begin End Total Time:' r f i J PP 1 s r , :'"- 1��d3•.f �:JTC - rJ ;'7N L„ r "t e,z r4 r., ..rz= :.' ?a.; ;�,_., au:c f./ <>_.�r n,:, il�a /'4f i�; �< :ii. '`o -. .. r1 l,.'.�- F' /i:,e i. . nF (��; /,. ! !� - rJ. /' rf. �n... ' A. A(r�... ✓C�,e z;y;.m 3 /!C' JF C` = -€ r'' /-,''I ,✓'r I.r i`r f� 1".f l.. '�,cr.. lG e`' se'.r's. -.. (' .L: =��i' •tom - ,1�. "^ !I"; { s t'�C.' ✓z.,- t [:c,�r s� �;_y..,�Y7 -r„ - : + x " ". r1d' , ✓L C•s.�s'.% t"/�: -, t..- .�..f'_ct:2't -e• r5'�9y {j L"'✓ r,'� i�� t lJr+ -s ` h r i 'i'�, t J :ii f�.' -6� f` ! ,d t'v✓ r !� r F' Field Rep_ Sampling / Lab Analysis Concrete Cylinders Max Theo /Marshall Std Proctor and Classify Extraction /Gradation Mod Proctor and Classify Other - Gradation Other - Office Locations Englewood, Commerce City www.groundeng.com Loveland, Gypsum, Grand JuneG ENGINEERING CONSULTRNTS Granby, Casper. December 28, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler Representatives of Ground Engineering Consultants, Inc. were requested to perform materials testing for the above referenced project during the period December 12, 2010 through December 18, 2010. If we provided field site visits, the attached summary report includes applicable daily observations and results for materials tested. In the field, the contractor and /or applicable subcontractors were notified immediately of all results and observations. Results of any applicable laboratory tests performed during this period are also attached. Please do not hesitate to contact us with any questions or concerns. Sincerely, GROUND Engineering Consultants, Inc. Aaron Loeck ---S ENGINEERING CONSIJLTFINTS,INC 41 Inverness Drive East, Englewood, CO 80112 -5412 Phone (303) 289 -1989 Fax (303) 289.1686 www.groundeng.com Office Locations: Englewood Commerce Clty • Loveland • Granby • Gypsum • Grand Junction • Casper GROUND ENGINEERING CONSULTRNTS December 13, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler As requested, a representative of Ground Engineering Consultants, Inc. visited the project site to perform materials testing. While on site, we observed Happel placing reinforcing steel for the north slab on grade for the storage building. Reinforcing steel was observed for specified sizes, quantities, splice lengths and general placement within the forms. All reinforcing steel appeared to be in general accordance with project plans and site specifications. Marvin with Happel and Associates was immediately informed of all observations. Sincerely, GROUND Engineering Consultants, Inc. Dave Meeks Field Representative South Metro Office North Metro Office Loveland Office 41 Inverness Drive East 7393 Dahlia Street 2468 East 9'" Street Englewood, CO 80112 -5412 Commerce City, CO 80022.1834 Loveland, CO 80537 Tel: (303) 289 7989 Tel: (303) 289 1989 Tel: (970) 622 0800 Fax: (303) 2891686 Fax: (303) 289 6742 Fax: (970) 622 0801 (6 a O. m S 8 Ali C c m ¢ o G O c p cu NU N O a Q L O U d � j r � zo � O � w C m U) W a G LL Q O 0 w N 4 r EQ a 0 U DoE« B a - N � N N C N C a m = 0 0 c S O $o -•Eo E Q O m d R E E w m m 3 i } Q G'E ( m o o Q N a � � O C 0 C N ?zo o o 9 m o N N a E r w U e O C U N yrnc��> N � • Cp A p 8 N �a$.o ° o Q' y'aC t0 � O a 2 B C 8 N U � ` $ r y j 0 c W c 8 c a � a d c a a '>o -A2 Oc O U T Hz N C N i d Oa c 0 a L 8 p m N o d N N aQ�. 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Q m m'�° v E E T6 •- u`9 c to a � U OO - m- O LL U rn N U7 '2 E d N LA 8 oc N E N 5 1b E 0: U U a W u GROUND ENGINEERING CONSULTRNTS December 14, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler As requested, a representative of Ground Engineering Consultants, Inc. visited the project site to perform materials testing. While on site, we collected previously cast concrete cylinders and returned them to the GROUND Engineering laboratory for future compressive strength testing; results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Dave Meeks Field Representative South Metro Office North Metro Office Loveland Office 41 Inverness Drive East 7393 Dahlia Street 2468 East 9" Street Englewood, CO 80112 -5412 Commerce City, CO 80022.1834 Loveland, CO 60537 Tel: (303) 289 1989 Tel: (303) 2691989 Tel: (970) 622 0800 Fax: (303) 2891886 Fax: (303) 289 6742 Fax: (970) 622 0801 '. Concrete . - Properties GROUND ENGINEERING EONSULTFINT'S GRADATION PROPERTIES Project: Sand Storage Shed - Miller / Coors Job Number: 10 -1339 Date: December 7, 2010 Reported to: Happel Associates 722 Washington Ave., Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler Sample Information Sample Number: 3144 Sample Location:. Stockpile S of Shed Aggregate Identification: Road Base w /Clay Date Sampled: 12/7/2010 Sampled By: Greg McCudden Gradation Analysis North Denver Sieve Size Passing (opening) (%) 2" Tel:(303)2891989 1 1/2" 100 1" 97 3/4" 94 1/2" 84 3/8" 75 #4 64 #8 39 #16 34 #30 26 #50 23 #100 18 #200 12.4 Liquid Limit: 24 Plasticity Index: 6 Job Specifications (%) passing Classification: USCS: (SC -SM)g AASHTO: A -1 -a Corporate North Denver 41 Inverness Or East 7393 Dahlia Street Englewcod, CO 80112 Commerce City, CO 60022 Tel:(303)2891989 Tel:(303)2891989 Fax:(303)289 1686 Offices: Denver, Loveland, Western Slope, Granby, Casper WY Fax:(303)289 6742 COMPACTION TEST REPORT Curve No.: 3144 Project No.: 10 -1339 Project: Sand Storage Shed - Miller /Coors Class Plant Location: Stockpile South of Shed Elev. /Depth: Remarks: Description: Road Base With Clay Sample No. 3144 MATERIAL DESCRIPTION Classifications - USCS: (SC -SM)g Nat. Moist. = Liquid Limit= 24 %y 314 in. = 6.0% Date: 12/13/10 AASHTO: A -1 -a Sp.G. = Plasticity Index = 6 % t No.200 = 12.4 % ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 127.0 pef Optimum moisture = 10.4 % 125.2 pof 10.9% 140 Test specification: ASTM D698 Method C Standard Compaction Oversize correction applied to each point 1114101 ■ ■ ■- ■■■■■■1 -1.1. \\ ■ ■ ■E■■■■■■ MEN, FOR . -- . ..■ .............. ... = ...�E.......�.. ::E_ :e:::E :: . : 1 70 Water content, % ENGINEERING CONSULTANTS, Figure C 0 o • �V�a d co •� N N a O N W m � E ra O (O O •C Q C r L m v E � g � z m• a c r F a r N E & N D m IO N 0 p y $ 8 G < C:) o aE c { N D g pZ� 10 C N N � N O W j2 o�y� V w y � W N N N IL (0 m C • 1 N Y 5 M-2 w (t� Si C�'Y o- (� w T tiC1 LL m Rl � E 2 CT m U ¢ ¢ S E5L 2 Y V 0 � I E 0 Z 34 F � a �iv Lu Rm O 2vJa D E 1 Q O N U 8 O d d c � ° 2 � t N V v o a N F .0 I •�" O O 00 N p •' 'O r f o ro E ° > a � U ❑ �o 0 Z , a N 8. 2 C Cl) K O W c u w 0 c v 0 � C N O 9 1 yar8 9 Ln � J Z v � m °v° A Z Q W a C L b F W N �•' C y N p W Vl w W �••' C C W $ C z 0 = K F v m Q m C) 0 .z E m �Y� -Si Q t9 J W a zN E 41 D N N O ' $ @ T Z W O. 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L $�S d O ' c v � Goo •� � OD o c p NU v a m Z :5 y E{ s E m N Y G C N� 0 Q U .Z chi I LL C � w d L4 g � QN aa'' f6 m � 4W •� E N n O (' U O O a L m � m N o N L pa m E O p � c o Z� O so o N kv Q C E .y ° V ys8aoo V t�i �• d C H U pJ d C O ,CW U�d F Z7 A Z Q y ¢ rn °wo �'Si � 8 `o € W � _�� W W �] Ln ui� = o U 0- z .m H ��rfiw O a y Z E! t; W p� mCE N •�`t. a� E m F m w n $ o a W K N nZ y E Z U lu N Lo m Z V T om . W V mU 5 5 o . Oa O` C O NN 1 w u' n V) d d y n N Q d N r� C ry ' tL tq T o R a g E w w ro 2 a� H a ° ° t 2 FL U H a a o A o 3� M C � d L4 E N n H ¢U) O so Q V a d E U N N E F � { o m N z F - z ° '2s � h i i c o E o g � Ti W E z (9 0 U 1 ~ � 7 rn iD 7 F 4 i 1 f V s ❑ m J rn rn U E N U C U N � O C N H r n c d � O dw �U fI, y E ,2 E E n❑ v Y t c m v U r v d LL .E � qQ� d � U Q O �O F � R t p M �F" li p E V �prn d N Y 5� o M ° C aajj CJ v a December 9, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler Representatives of Ground Engineering Consultants, Inc. were requested to perform materials testing for the above referenced project during the period November 28, 2010 through December 4, 2010. If we provided field site visits, the attached summary report includes applicable daily observations and results for materials tested. in the field, the contractor and/or applicable subcontractors were notified immediately of all results and observations. Results of any applicable laboratory tests performed during this period are also attached. Please do not hesitate to contact us with any questions or concerns. Sincerely, GROUND Engineering Consultants, Inc. Aaron Loeck � Holi ENGINEERING CONSULTRNTS,INC 41 Inverness Drive East, Englewood, CO 80112 -5412 phone (303) 289 -1989 Fax (303) 289 -1686 www.groundeng,com Office Locations; Englewood • Commerce City • Loveland Granby • Gypsum • Grand Junction - Casper GROUND ENGINEERING CONSULTRNTS December 1, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Nappel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler As requested, a representative of Ground Engineering Consultants, Inc. visited the project site to perform materials testing. While on site, we observed reinforcing steel that was previously placed for the pilasters at GL A -1, A -2, B -1, B -2, C -1 and C -2. Reinforcing steel was observed for specified sizes, quantities, splice lengths and general placement within the forms. All reinforcing steel appeared to be in general accordance with project plans and site specifications. Mary was immediately informed of all observations. Sincerely, GROUND Engineering Consultants, Inc. Craig Taylor Field Representative South Metro Office North Metro Office Loveland Office 41 Inverness Drive East 7393 Dahlia Street 2488 East 9" Street Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Loveland, CO 80537 Tel: (303) 289 1989 Tel: (303) 2891989 Tel: (970) 622 0800 Fax: (303) 2891686 Fax: (303) 289 6742 Fax: (970) 622 0801 4 O 0 U m v q m N z i > N C A co G m Z C tt A E N W Lu W h N z O� tj tj a Z Z ox l7 z LL� W :LL., w La Z z a z U O w v 0 w N � N O m E U c d C z'r D Ir � m O C C w m O _ "010 CD . C m o a Lm. a m c m N O O C U 0 d AO N R a — O £°=4E Eo C N m N m Z m m ° m m t« E E " u m La « o o t c 0 L, Lo. m � Q Q " D (gJ " a N +� O p C 12 o a 12 m 8 S m m N a m a1 E 4C. 80 4 O d m 0 N m p w m p �x `8=,> Z p m a O N N 8 N O L & . 849or t ~ C m t « o m C O m� ° m V � N u0i CO mE •� y m m � d 2 L m 'a � � o m = NUOF In q A ? 7Y <d m 8 a E N h & g 0 a)m m U � 2aady a >� g o o C - T �M1 l0 «Oa �w R 2 � D m m r N M G m a° a , � a 0 O m N U d '5 a E 0 o 45 E E LL a '� (� O LD « 3. z " r� 0 u. Q U Q Q � ^ O 4 O 0 U m v q m N z i > N C A co G m Z C tt A E N W Lu W h N z O� tj tj a Z Z ox l7 z LL� W :LL., w La Z z a z U O w v 0 w N � N O m E U c d C z'r D Ir � m O C C w m O _ "010 CD . C m o a Lm. a m c m N O O C U 0 d AO N R a — O £°=4E Eo C N m N m Z m m ° m m t« E E " u m La « o o t c 0 L, Lo. m � Q Q " D (gJ " a N +� O p C 12 o a 12 m 8 S m m N a m a1 E 4C. 80 4 O d m 0 N m p w m p �x `8=,> Z p m a O N N 8 N O L & . 849or t ~ C m t « o m C O m� ° m V � N u0i CO mE •� y m m � d 2 L m 'a � � o m = NUOF In q A ? 7Y <d m 8 a E N h & g 0 a)m m U � 2aady a >� g o o C - T �M1 l0 «Oa �w R 2 � D m m O rn 0 Y A 19 N U m ° c M o M a� a a rn C '5 a E U 45 E E LL m > 0 E a E « 3. m ti c � a C NN N Q � ^ O 3 O G E v W F � E F � m 6 Z N O) O Z � F T IE a P c r 2 s m � pj J ti a `o Z O rn 0 Y A 19 N U m ° c M �O a0 W U NN�pyy N ZM F LL E U o� iaw�a a� v rn C '5 a E U 45 E E c $ f6 O J m > 0 E a E « 3. m ti c U C1�UI� y 0 y ¢ a'6o Q �O a0 W U NN�pyy N ZM F LL E U o� iaw�a annumn ENGINEERING CONSULTRNTS December 3, 2010 Job Name:. Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler As requested, a representative of Ground Engineering Consultants, Inc, visited the project site to perform materials testing. While on site, we collected previously cast concrete cylinders and returned them to the GROUND Engineering laboratory for future compressive strength testing; results will be forwarded upon completion. In addition, we observed reinforcing steel placed by Happel for the grade beams and pilasters from GL A -1 through C -3. Reinforcing steel was observed for specified sizes, quantities, splice lengths and general placement within the forms. All reinforcing steel appeared to be in general accordance with project plans and site specifications. Mary with Happel was immediately informed of all observations. Sincerely, GROUND Engineering Consultants, Inc. Craig Taylor Field Representative South Metro Office 41 Inverness Drive East North Metro Office Office Tel: (303) 2891989 Fax: (303) 2891686 erce city, CO 80022 -1834 Tel: (303) 2891989 Fax: (303) 289 0742 Loveland, CO 80837 Tel: (970) 622 0800 Fax: (970) 622 0801 December 17, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler Representatives of Ground Engineering Consultants, Inc. were requested to perform materials testing for the above referenced project during the period December 5, 2010 through December 11, 2010. If we provided field site visits, the attached summary report includes applicable daily observations and results for materials tested. In the field, the contractor and/or applicable subcontractors were notified immediately of all results and observations. Results of any applicable laboratory tests performed during this period are also attached. Please do not hesitate to contact us with any questions or concerns. Sincerely, GROUND Engineering Consultants, Inc. Aaron Loeck � ROi1H IM ENGINEERING CONSULTRNTS,INC 41 Inverness Drive East, Englewood, CO 80112-5412 Phone (303) 289.1989 Fax (303) 289.1686 www.groundeng.com Office Locations. Englewood. • Commerce City • Loveland • Granby • Gypsum • Grand Junction - Casper p o E N :: y3 E -4; � � o U y N d w ZD C U O V v.R OO v'3Yso > o N $ E m Q N Y a a N O (0 2�S y = fD C ! 0 N y N N.3 N rnQw o 0 n S N y a c L ! m � T N d Yf GI N Q 0 z A C O'p y 4 Q d L (a owca 3 2 p N C 8 y > ❑ 8 � o n Q y 12 U ( yFpi r @ v ; Ji O p ca $:c .c cc p pp 0 -W c o G 8 O.N c ind �n Pl wsr� 0 N Z 9> ° N N o N y t « o 2] fp U S E li C O n`od N w N a R N 'U c Q O C o CO O = U y a a Q m N a Y R LL ICE N F z OO j Z 4 W L W F Z o� �U a Z 0 Lo J Z �n W W W W h O Z U 9L Z U zN O v a N C O O a vG�Y. 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N �j M b � N3 Oo o FFi O Ca 3 81 V ° m Ua luru d (6 O y a� Q m U L O U v � E 2 r A y O d � R c b A r Ln 7 z 0 U O z 2 w Wz ii z w r N c 7 ao c o O W c 0 U ca N N o ON a Q N r� M Z O O r 7 Itl R' O z z z z w U J 0 y J U M z N Ql a Y m tL C 0 v O N 4 r O _ GI E ( m S 0 �> 3 O N � d E z, O v N . CL 0 0. d . 0 C Y N O. Mzz v E o -c 6 ° a y a d fi 22 y E S d C cc Y d d N {may O y y N E t n a a 1? m y O.F_ d c m ti �m8om o a t: q c 0 L TL 'u g a ° v $ c o 2 a w Q Z V « A O o 0 2 c Z u N r N C y F 3 n t y p L o y E 0 N y Z a a U a r K n n m i rn ?3 20 nf� h cN N YS y p � r Y •p ty6 12 U O ca N? a O J W 0 b N N m y Lei OE Ot o N c A N m V o6 C Y . N 3: C C c C1 @ y ° Y LL o. O w 0 N N !A N 15 E tool eo n;� , ;Q '� ° o n 8 0 ' 6 T W (n ro a��rc ° , E o �N V v.p ° _ c d a ° v a L O E N0 ajp ° c. 9 v rn c � G E U > v h m e U.oO mo Zp Z.oO m U E 0 U QO O r y U m c4a u`Ifu N m m m O O c LL o N N N Q a a ° a 0 n o M a 0 0 'u d O O z � 0 > r L d LL N N y q N N r E .`J E 0. O n N CO r N LL Vi .w 2 � C � ° 4 'm o N n N 0 A LL N a < � X N � m <C m m 06 0 a W ltl `- � x 0 8 J v r- LO r In N < J J m < N v rn c � G E U > v h m e U.oO mo Zp Z.oO m U E 0 U QO O r y U m c4a u`Ifu N m m c - O o Q U a ° '2 'u p 'c z � > r L d LL 4 y 2 a E .`J E 0. O n N Vi .w C � C � � U 0 A O � X N � m <C 06 0 a co ltl � x v rn c � G E U > v h m e U.oO mo Zp Z.oO m U E 0 U QO O r y U m c4a u`Ifu GROUND ENGINEERING CONSULTRNTS December 9, 2010 Job Name: Materials Testing, Sand Storage Shed-Millet Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevler As requested, a representative of Ground Engineering Consultants, Inc. visited the project site to perform materials testing. While on site, we observed reinforcing steel for footings for the shed A to B X 1 to 2. The reinforcing steel was observed for specified size, quantity, lap length, clearance, and general placement. The reinforcing steel appeared to be in general accordance with the project plans and site specifications. Marv, with Happel was informed of all observations. Sincerely, GROUND Engineering Consultants, Inc. Tyler Landwehr Field Representative South Metro Office North Metro Office Loveland Office 41 Inverness Drive East 7393 Dahlia Street 2458 East a Street Englewood, CO 80112 -5412 Commerce City, CO 80022.1834 Loveland, CO 80537 Tel: (303) 289 1989 Tel: (303) 2891989 Tel: (970) 622 0800 Fax: (303) 28916B6 Fax: (303) 289 6742 Fax: (970) 622 0801 0 U d lti = � h o v 7 � 0 r N C N Z O b M 4 P z r •z N o c 7 � d o J Z dW A�W� J N W Z o� U a Z C3 w � Z W in li (( W W w I1 N ? Z w CL Z U w V j Z M C v E y B `o m N � N 0$ 2' N'c p �ar� m 0 o E N m c o 8 v Q . Q w ° aE a �LEZE v E E 0 N N N "S N N O C T c T 2 O }° s. 000 M O p n c a 0 .. p i v � pp N c 3 5 o a N tF 0 o 0 S 12 c d T O= N a 28 m W O : a. 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C (9 15r0S3 S E g `0 o y a y T 8 N a $IE O a � O 5 w � cz of O W C y G N a 2 v a v ( 2 L 0 d N N C fl N 7 N -pa c t £ cam `o R ac Oa 3 :: c U d N W G o e g •� N 0.Q E A -- ' 1� N N p C, m N �Q a e° N 5 V IL on a n % p 6 W C 3T -2 gt l ' m L N nJ E ui C N 1] V L N � � 0 0 g m O a ( 5i E a CL 0 N m 0 Y E 0 .t R U d t V z 3 c N H r N r N LL c Q E c a y o 0 0 B Z U LL o � E Q o 55, N YY L U - 8 y a b'rn iM mp29 m U M N E tg N p ` O' m N n M E ^M v igawra o e g � 3r v U � N N a O n a aro m N N a 00 r E H n � n m �L o N Z N v u F- 45 Z N 2 � _ a � J r N � F u i 0 N m 0 Y E 0 .t R U d t V z 3 c N H r N r N LL c Q E c a y o 0 0 B Z U LL o � E Q o 55, N YY L U - 8 y a b'rn iM mp29 m U M N E tg N p ` O' m N n M E ^M v igawra annuKn ENGINEERING CONSULTRNTS December 10, 2010 Job Name: Materials Testing, Sand Storage Shed- MillerCoors, Denver, Colorado Job Number: 10 -1339 Frank Pevler Happel Associates 722 Washington Ave Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevier As requested, a representative of Ground Engineering Consultants, Inc. visited the project site to perform materials testing. While on site, we observed reinforcing steel for the recessed slab. The reinforcing steel was observed for specified size, quantity, lap length, clearance, and general placement. The reinforcing steel appeared to be in general accordance with the project plans and site specifications. Marvin, with Heppe[ was informed of all observations. Sincerely, GROUND Engineering Consultants, Inc. Josh Shoemaker Field Representative South Metro Office North Metro Office Loveland office 41 Inverness Drive East 7393 Dahlla Street 2468 East 9"' Street Englewood, CO 00112-6412 Commerce City, CO 80022 -1834 Loveland, Co 80537 Tel: (303) 2891989 Tel: (303) 2691989 Tel: (970) 622 0800 Fax: (303) 269 1686 Fax: (303) 289 6742 Fax: (970) 622 0801 E z a Q x O 0 Y o 0 o ti N N M N O a ° 9 C N N F C1 J Z W Er W N W Z Q h ai o 1z to UJ r w Z a, fA o CC {W F- ; M W W N Ix W a N z z� Z U 2 IL W U ° w 9 E9 12 a O o £cm` �p A U D N a — C o r a a C TL « M C O U a Q O ca �Fio s o p y p aw aE 0 V 0 C C w a C C 0 21 'dam ° a ro i a�E£E fP tt, O C ay g'g o O OS4m a 0 4ul z @ a d b= C a a d a 8 2. a a Q�4E£ o 15 v o v m 8 a a' v N o n o. N o� ea g =Q° 8: z a gb a N a ro W a C Cv OL a G �- m c @ N a o 4i 9 C r� 07U p N 00- .c v rn 5 a a o o f W M c4 o a�i c a e Sam �r�$y > W N G ;5,z _ Q O y j T &'Z'T E w 7 a a O fl a a( N O G ppp o •g � v LL rte. dl °l F 4 12 C N a A2 N LL VVV C _m °c aa. N Pr 4 N C N O c3 m rn o - m �S4 0.F- ro CO _ ._ is �0.m� a y Q J E E a E E c w U U $ a $o N v�nS 7 � C � CO N c 0 ' V m d tt P M Y C V C CL fu N O C7 L- S r ° a N U ¢ � E z a Q x O 0 Y o 0 o ti N N M N O a ° 9 C N N F C1 J Z W Er W N W Z Q h ai o 1z to UJ r w Z a, fA o CC {W F- ; M W W N Ix W a N z z� Z U 2 IL W U ° w 9 E9 12 a O o £cm` �p A U D N a — C o r a a C TL « M C O U a Q O ca �Fio s o p y p aw aE 0 V 0 C C w a C C 0 21 'dam ° a ro i a�E£E fP tt, O C ay g'g o O OS4m a 0 4ul z @ a d b= C a a d a 8 2. a a Q�4E£ o 15 v o v m 8 a a' v N o n o. N o� ea g =Q° 8: z a gb a N a ro W a C Cv OL a G �- m c @ N a o 4i 9 C r� 07U p N 00- .c v rn 5 a a o o f W M c4 o a�i c a e Sam �r�$y > W N G ;5,z _ Q O y j T &'Z'T E w 7 a a O fl a a( N O G ppp o •g � v LL rte. dl °l F 4 12 C N a A2 N LL VVV C _m °c aa. N Pr 4 N C N O c3 m rn o - m �S4 0.F- ro CO _ ._ is �0.m� a y Q J E E a E E c w U U $ a $o v�nS � 0 OO tt P ° Y t 7 � r o N i LL y 0 E n N O L F J .V C N d a` ° c V m ao NNN 3 _ ?! N W° M O Y V N v F e n E � t7 U o d o N U d z x m F � ti 3 Z v N s a f b � w O m o. O � m S U d 3 M E Z 9 o0 N F > d co (° v�nS 0 OO Y t E E o N N y ° N � J .V C d ii. m O Y V N e n t7 U o d o N U m 3 s a b � w O o. m S 3 M t U N a d 3Y r cC-.i N p VJ � bl C c N N o 'y E Lo ° E y S 0LL. a ro 2 0 0 o ° mE oM E r � Zf,JUU�VI- ��wra (Including when applicable) M Proctors o and ; Asphalt Properties COMPACTION TEST REPORT Curve No.: 3140 Project No.: 10 -1339 Project: Sand Storage Shed - Miller /Coors Glass Plant Location: On -Site Stockpile From Footing Excacation Elev. /Depth: Sample No. 3140 Remarks: MATERIAL DESCRIPTION Description: Existing Recylced Concrete Classifications - USCS: (SQg Nat. Moist. _ Llpuid Limit = 29 % >318 in.= 20.0% Date: 12/2/10 AASHTO: A- 2 -4(0) Sp.G. = Plasticity Index = 9 % < N0.200 = 13.7 % ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 137.8 pcf Optimum moisture = 6.0 % 133.2 pcf 7.2% 140 Test specification: ASTM D1557 Method B Modified Compaction Oversize correction applied to each point 130 Ji m ■11 � .. . .. ■ ■■ , ■\WO rr • �. E ��..' .- . • - . I .■�� ■ME 0 %" M 70 Watercontent, % ENGINEERING CONSULTANTS, Figure GROUND ENGINEERING CONSULTFINTS GRADATION PROPERTIES Project: Sand Storage Shed - Miller / Coors Job Number: 10 -1339 Date: December 2, 2010 Reported to: Happel Associates 722 Washington Ave., Unit 211 Golden, CO 80401 Attn: Mr. Frank Pevier Sample Information Sample Number: 3140 Sample Location: On Site Stockpile from Footing Excavation Aggregate Identification: Recycled Concrete Date Sampled: 12/2/2010 Sampled By: Craig Taylor Gradation Analysis Sieve Size Passing Job Specifications (opening) (%) (%) passing 2" 1 1/2" 100 1" 97 3/4" 95 1/2" 87 3/8" 80 #4 69 #8 46 #16 39 #30 29 #50 25 #100 19 #200 13,7 Liquid Limit: 28 Plasticity Index: 9 Classification: USCS: (SC)g AASHTO: Corporate 41 Inverness Dr East North Denver Englewood, CO 80112 7393 Dahlia Street Tel:(303)2891989 Commerce City, CO 80022 Tel:(303)289 Fax:(303)2891686 Offices: Denver, Loveland, Western Slope, Granb y , Casper WY Fax:(303)289 6742 742 a ` N 0 b g E4 N O 'o N U N Ot. C m _ N C L O Eo P � 01 . Q ' 41 O o N a E � V `O U N G CL u EtE O d T � O L N 8 a O d N s y 3 r c a 6 d 8 o ad° Qv E .g a rn 3 m � ry QS Q o a N R N � O 12a 3 C p d Zsava O a N m m 0.- Q c 15 r m C C V) O V }g o v o � $ a � N y TL G N Oar 8 r a0 E N O C � N N W m > N C 0 [ T $z aE O n q O C y N N 0 � N IL 0. x c LL L N 'c O Q L) a @ 0 O I O N S (1 4 U N N E'(M9 C N Q Q N a _ N b lz U ¢ ¢ a ` N 0 b g E4 N O 'o N U N Ot. C m _ N C L O Eo P � 01 . Q ' 41 O o N a E � V `O U N G CL u EtE O d T � O L N 8 a O d N s y 3 r c a 6 d 8 o ad° Qv E .g a rn 3 m � ry QS Q o a N R N � O 12a 3 C p d Zsava O a N m m 0.- Q c 15 r m C C V) O V }g o v o � $ a � N y TL G N Oar 8 r a0 E N O C � N N W m > N C 0 [ T $z aE O n q O C y N N 0 � N IL 0. x c LL L O L) G! Q fY E? �v OOl N N E'(M9 c E y N } a 0 0 N 9 y N z N r wr � tn N M o� z u a u z E O to W Z LL (A � O j C h W CCN ? z WK IL z 02 � W U C O 88 N w S v Q 6v° ° v OI QI � N E ¢ E v ' r r N N c � � C m S $ = v 'a O N O O S Q N V O F N m E a -2 E V w v ° ciLa� 44 0 Q _O r rn U m L N r a E O N Q N U 9 V w q N O. Q S 0 P , C c � U a` roro N O O E o � C N U U a w 0 C 2 0 V N o, 8 12 O U E N LL O R Q m m �U Mai z MU p � L' n W U U c E v s N m� O V m m � E 5g p d a E? �v lh r O� M 7 a d + Ul WE u n � c F V ddr5y (O 0 O o G n E ° m � d N � ! a r E N ti q � m 0 z N N a � F o h z U F 0 i r U i r i Q _O r rn U m L N r a E O N Q N U 9 V w q N O. Q S 0 P , C c � U a` roro N O O E o � C N U U a w 0 C 2 0 V N o, 8 12 O U E N LL O R Q m m �U Mai z MU p � L' n W U U c E v s N m� O V m m � E 5g City of Wheat Ridge Commercial New Struc PERMIT - 102558 PERMIT NO: 102558 JOB ADDRESS: 10619 W 50TH AVE DESCRIPTION: Erection of new sand storage ISSUED: 11/10/2010 EXPIRES: 11/10/2011 structure * ** CONTACTS * ** gc 303/277 -9358 S. Silk/ D. Happel 09 -0429 Happel & Associates, Inc. ** PARCEL INFO ** _ - ZONE CODE: PID SUBDIVISION: 0057 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee Plan Review Fee Total Valuation Use Tax ** TnTAT. ** ESTIMATED PR T VA FEES 1,067.65 693.97 .00 1, 656.00 1.417.62 92,000.00 1 Conditions: MR: Approved. Zoned PD. Subject to field inspection *Issuance of a Certificate of Completion cannot occur until mylars of the amended FDP are submitted for recording. KC: Approved per plans and notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordina s, es or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements s r, a allega ions made are accurate; that I have read and agree to abide by all conditions printed on this app 'r cation d t t I su full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other ap icable nxancea, for work under this permi . /J E' , - 7 ans subject to field inspection. Signature f contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a' drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. A11 pjay2re,} w is subject to field inspections. Signafe of /thief Building Official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ti ed, City of WheatRidge Date: h m/ /a COMMUNITY DEVELOPMENT lQ b 37� Plan # Building &Inspection Services Division Permit# 7500 W. 29 t Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application b6 i q Lu _ SG j atre. W kowf - ( Co S�oc Property Owner (please print):_ } F6 n r / (�0 or S Phone: 303 —d - 7 - )- 42 1 12 Mailing Address: (if different than property address) l Address: 1 21 3 T W 3 )-Koff Ot U2 City, State, Zip: / r (Q O � yQ K t✓v 8 d �f01 Contractors City License #: Q r( 0 tf a 9 Phone: 303 - )?3- 2 3rP R Electrical: Plumbing: f Mechanical: /'1 /A City License # City License # City License # ' IIrR � rQ to s� aot4.c eV 2 sav�n S 'R. 2 Contract Value: C� "o+• f�F vie- 5 $ 72Z DOB .OG b� (dam Review Fee (due at time of submittal): ®e, City of Wheat Ri - CdMMUN[TY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, Co 80033 Office: 303 - 235 -2855 ` Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Date: JV II-11YID Plan # Id •- n Permit # MMAN �s�,F`". I:C) fo f i w , j (l / " au'P , 6Ll C' eAe cc (CC 3-r Property Owner (please print) In i I I n r ! ��JcY S Phone: 3 t)3. -,) 7T - 6 ? 13 Mailing Address: (if different than property address) Address: City, State, Zip: // !! SSGGtatk3 —Tkc! Contractors City License M 0 � p Y2 9 Phone: 3 03 Sufi Lb71tracf6s Electrical nl Plumbing: Mechanical: 1114 City License # City License # City License # f De' anw#work~. ir�.Cti v r. L V4 Inl .Sctvt� S.�,ta`5� I ContrVr� Val $ 7s? U VL ' � . FJ!i J J Review Fee (due at time of submittal): BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, tides or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to ' - that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTs1 tof (OWNER) (CONTRACTOR) PRINT NAME: r y (C Pe V 19P SIGNATURE: DATE: /C'r ; io Bldg Valuation: A B C D A -1 ZONE } 1 PRD ZONE - PID ZONE ��,� i RR. a ENE ENCY (GRA � RO. ) p O STORAGE & ST R,' e II rl 4 Q GE I T roln,a. � smal v s+ o g 10 2 ca' TANX P D SAN 11 �C c �\ FARM r0 B ILDI G 1 Z D PYRE O i TRAVEL' O J _/ O D V RAW AGE AAREA I STORAGE ftDA p CpoRS I I 5 I — N 89'33'10)'EIEE IE DU AL AC W VETO ME T WALL ASPHALT EMERGENCY � �` (26.. - - T_-�-_ I - W- � j at y ( a 3 n 17 8 TAP PID ZONE \ Y 1 MILLER I -- �{ STREET COORS CLASS PLANT (COORS BUILDINC 25) WAREHOUSE a n I i'(COORS BLPC. 36� PID ZONE RI III m 3G WATER 1 E— -0- EASEMENT � L 31 18 4 11 �e z aa. D V 7` FIR o INLAND CONTAlNER�` '' � lo' IRRIGATION aI I 1S CON v N.4 e) EASEMENT N OOFS "0 1 CORPORATION WADLEr PITC 10 IRRIGATION 1 (LG E9 I �II /3 4 zl 14 MENT FS _ I _ e' N i L. °I -_ ---- 1 j H - _ Lass —= ? -- - - i^ - n 5I �I 0 I BIDG IL u� IrHl ovVn < �70 , R9:P ULLET RECYCLIN SEC. 26 -302 B. 1 CENTER Trr COORS BUILDIR'Ig9! SEE BELOW I - . sz TO MUCK 5 AL£ Iy 0 - II O A.Np {Oq 1HFg((IAAA piAt AREAS, CONCRETE, ASPHALT. 2.28 ACRES eAAON- DAN -9e FeuNo-gs Rcectll rvl !Jh� JwT1Ht OFFJLTBL�`DeBS I I _POND' -___- EF _ ___-_ F� <, n' 5.1 ACRES • 11 STREET LOADING & ROADS �I 0 I — 15' CLF PID ZONE F F__T a.z E F G H J K L EET ] OF 8 _ COORS PLANNED INDUSTRIAL DEVELOPMENT — FILINGS NO. 1 & 2, AMENDMENT #8 FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.1 /4, S.E.1 /4 AND A PART OF THE S.W.1 /4, N.E.1 /4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. LAND USE CHART it ,I 1 NE cor. NW I/4, SE 1/4, SECTION 16 LOT 8 -A ARVADA RIDGE { II FINAL PLAT TO BE QUIT CLAIMED TO ESCO UNDER SEPARATE DOCUMENT T \ 1 3,753 5F (0.08 AC.) �' \I D= 1719'11' R= 770.00' I' II L= 232.76' I , LLER STREET R-OW. I TO BE VACATED UNDER SEPARATE DOCUMENT 0' DR a0.) .ID —' DRAINA L uAr EASEMENT (BV SEPARATE DOCUMENT) M7 ' Ex SD' u (By EASEMENT E XISTIN G M TREET) ASPHALT i0 T) ' I � O S EAi j EX 30' IRRIGATION EASEMENT MENT I I I ASPHALT AREA LANDSCAPE AREA i I LOT 8 PUBLIC SERNCE cD. EASEMENT ARVADA RIDGE Rp9mvao3 FINAL PLAT EAST 1/4 CORNEA ARVADA RIDGE SEC11P`i 16,TSS.R89W I (1.32 AC.) D= 17'39'50' 9y \ - In R= 670.00' p L= 206.56' 4 — ME POINT OF BEGINNING ca. NW 1/4, SE 1/4, SECTION 16 WATER 1 ALLOWABLE PROPOSED 2 BUILDING COVERAGE SEC. 26 -302 B. -0 37,75 BUILDING HEIGHT P SEE BELOW LOT WES MIN 1 ACRE CASE HISTORY ACREAGE OF HARD SURFACE AREAS, CONCRETE, ASPHALT. 2.28 ACRES 8.07 J n �" 7,'O 3� F� <, n' 5.1 ACRES 1806 STREET LOADING & ROADS ACREAGE OF LANDSCAPING, NATURAL GRASS, PONDS, MIN 20% 7 37.89 z z z zT. is °z °F ? z= d Mo 6z ci w ° BUILDING NQ 25 PRODUCTION & SOME WAREHOUSE o = F FUTURE EXPANSION i NU z i d ui °f OFFICE & STORES AREA o SG, �w z 2 BUILDING N0. 36 PROD STORAGE 0 0 oio a =o o °�„ W - ° IS �� Z W z z Z BUILDING N0. 26 AIR COMPRESSOR & STORAGE TANKS Sa z :� z BUILDING NO, 21 RAW MATERIALS PROCESSING 6 ❑ 3 a � � BUILDING NO. 28 RAW MATERIALS PROCESSING < W fm 5,000 SOFT. BLDG. HT 30' — 15' CLF PID ZONE F F__T a.z E F G H J K L EET ] OF 8 _ COORS PLANNED INDUSTRIAL DEVELOPMENT — FILINGS NO. 1 & 2, AMENDMENT #8 FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.1 /4, S.E.1 /4 AND A PART OF THE S.W.1 /4, N.E.1 /4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. LAND USE CHART it ,I 1 NE cor. NW I/4, SE 1/4, SECTION 16 LOT 8 -A ARVADA RIDGE { II FINAL PLAT TO BE QUIT CLAIMED TO ESCO UNDER SEPARATE DOCUMENT T \ 1 3,753 5F (0.08 AC.) �' \I D= 1719'11' R= 770.00' I' II L= 232.76' I , LLER STREET R-OW. I TO BE VACATED UNDER SEPARATE DOCUMENT 0' DR a0.) .ID —' DRAINA L uAr EASEMENT (BV SEPARATE DOCUMENT) M7 ' Ex SD' u (By EASEMENT E XISTIN G M TREET) ASPHALT i0 T) ' I � O S EAi j EX 30' IRRIGATION EASEMENT MENT I I I ASPHALT AREA LANDSCAPE AREA i I LOT 8 PUBLIC SERNCE cD. EASEMENT ARVADA RIDGE Rp9mvao3 FINAL PLAT EAST 1/4 CORNEA ARVADA RIDGE SEC11P`i 16,TSS.R89W I (1.32 AC.) D= 17'39'50' 9y \ - In R= 670.00' p L= 206.56' 4 — ME POINT OF BEGINNING ca. NW 1/4, SE 1/4, SECTION 16 WATER 1 NAME DAM 2 KEY EXIST. SANITARY SEWER 3 EXIST. GAS EXIST TELEPHONE EXIST. ELECTRICAL EAST. IRRIGATOR DITCH EXIST, WATER SERNCE EXIST. FIRE HYDRANT EXIST. GAS (STREET) P.I.D. BOUNDARY FENCE 4 OF FUTURE BUILDING EXPANSION CAPE AREA AERIAL MAPPED 1983 EXISTS! ASPHALT FIELD REVISED 1992 DEVELOPMENT PLAN 5 NG CO. GLASS N JEFFERSON ORADO OOft. 00' GREY WOLF ARCHITECTURE GWAPROJECTNO. 10-263 SHEET 2 IGWASHUTNaI MILLERCOORS u n ARCHITECTURAL GLASS PLANT DE -ICER BLDG 7 K J H G F E D C A B C D E F G H J K L ALLOWABLE PROPOSED 2 BUILDING COVERAGE SEC. 26 -302 B. 10.66 ACRES, 463 592 SF 37,75 BUILDING HEIGHT MAX 50 -0" SEE BELOW LOT WES MIN 1 ACRE 28.74 ACRES, 1 251 951 SF ACREAGE OF HARD SURFACE AREAS, CONCRETE, ASPHALT. 2.28 ACRES 8.07 ETC. GENERAL USAGE ACREAGE OF PARKING. OFF 5.1 ACRES 1806 STREET LOADING & ROADS ACREAGE OF LANDSCAPING, NATURAL GRASS, PONDS, MIN 20% 107 ACRES 37.89 DECORATIVE GRAVEL ETC. SETBACKS SEC. 26 -302 9, BUILDING NQ 25 PRODUCTION & SOME WAREHOUSE 130.000 SOFT. BLDG. HT. 52 FUTURE EXPANSION 50,000 SOFT. BLDG. HT. 35' __ -S - -- OFFICE & STORES AREA _ IS 22,100 SOFT BLDG, HE 35' 2 BUILDING N0. 36 PROD STORAGE IOJ.000 00 SOFT. BLOC. HE 37* E 1 FIRE PROTECTOR PUMP STATIONS ® B ATCH HOUSE SILO STORAGE OF RAW MATERIALS W 2,900 SOFT, BLDG. Hi 87 -10" 5 BUILDING N0. 26 AIR COMPRESSOR & STORAGE TANKS 3,000 SOFT. BLDG. HT 30' —GAS - -- BUILDING NO, 21 RAW MATERIALS PROCESSING 6 ❑ 1,500 SOFT. BLDG. HE 45' BUILDING NO. 28 RAW MATERIALS PROCESSING 5,000 SOFT. BLDG. HT 30' ® AREA � LANDS �] PROPANE VAPORIZATION STATION ® BUILDING ROAD ELECTRICAL SITCH STATION SUB - STATION CONTROL 900 SOFT. BLDG. HT. 15' ® EXIST BUILDING NO ELECTRICAL SWITCH STATION MAIN SERNCE ENTRANCE POND 900 SOFT. BLDG. HT. 15' BUILDING FUEL STORAGE 1O PROPANE AND FUEL OIL STORAGE COORS BREW( OPERATIONS 11 GAS METER STATION BUILDING NO 29 GULLET RECYCLING CENTER 12 43,000 SOFT. BLDG. HT. 35' COUNTY; COL 13 CONSTRUCTION SHOP 6,000 SOFT BLDG. HL 20' 14 BULK GLASS ADDITION 40,200 SOFT. BLDG. HE 35' 0 50 100 2 NEW MOLD / 15 MAINTENANCE SHOP ADDITION 10,000 SOFT, BLDG. HT. 35' SCALE 1' = i RECEPTAUNCH/ 16 LOCKER ROOM ADDITION 3,431 SOFT. BLDG. HT. 25' 17 FUTURE EXPANSION 35,463 SOFT. BLDG, HE 35' 18 NEW BUILDING ADDITION 1,092 SOFT. BLDG. HT. 35' NAME DAM 2 KEY EXIST. SANITARY SEWER 3 EXIST. GAS EXIST TELEPHONE EXIST. ELECTRICAL EAST. IRRIGATOR DITCH EXIST, WATER SERNCE EXIST. FIRE HYDRANT EXIST. GAS (STREET) P.I.D. BOUNDARY FENCE 4 OF FUTURE BUILDING EXPANSION CAPE AREA AERIAL MAPPED 1983 EXISTS! ASPHALT FIELD REVISED 1992 DEVELOPMENT PLAN 5 NG CO. GLASS N JEFFERSON ORADO OOft. 00' GREY WOLF ARCHITECTURE GWAPROJECTNO. 10-263 SHEET 2 IGWASHUTNaI MILLERCOORS u n ARCHITECTURAL GLASS PLANT DE -ICER BLDG 7 K J H G F E D C A B C D E F G H J K L City of Wheat Ridge r Commercial Electric PERMIT - 102509 PERMIT NO: 102509 ISSUED: 11/03/2010 JOB ADDRESS: 10619 W 50TH AVE EXPIRES: 11/03/2011 DESCRIPTION: Replace old panels with new ofsame rating * ** CONTACTS * ** owner 303/425 -7711 Rocky Mtn Bottling sub 303/934 -1234 Willis Wiedel 07 -0211 Encore Electric, Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0057 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 22,000.00 FEES Permit Fee 394.50 Total Valuation .00 Use Tax 396.00 TOTAL ** 790.50 P 50 Conditions: Must comply w/ 2006 IBC & 2005 NEC. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Sign ure of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Signat ief Building Official date INS CT N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 RE ESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Nov. 3. 2010 6:53PM No, 1425 P. 2 City of �0 Wheat % Date: CommuNC7y DEvnopmENT Permit #: 1262 Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 Facsimile Building Permit Application Property Address: 1o6t w 0 Soo; 1 A..r Property owner(pleaseprino R,, Phone: 3 -ti1S- 77// Mailing Address: (if different than property address) Address: Contractor: E c 1 .7 71 krar 2107 CJ eotkp;§ . /tam fe,aoee!_..00 $"O /r Contractor License #: 70211 Phone: - 72c9- 2 S7 Sub Contractors: Company Name: License #: Expiration Date: Trade/Profession: Anoroyal; Use of space (description): Mon a -4 4,r. Description of work: �C CXeS41- o iarP.4r /r �� 000 U %16 new e/cch -r p.., sf ya.as ,G,ti Plan Review (due at time ofsubmifto:$ corC r+ D c twy Sq. FtJL.Ft added: _ Squares _� BTU's — I* — / Gallons __Ie Amps —lam I hereby Certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to ablde byy all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridgge Building Code (I. C) and all other applicable Wheat Ridge Ordinances, for work under this perrNt. Plans subject to field Inspactlon. CIRLCE ONE:: (OWNER) ONT RACTO ' or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) � PRINT NAME: f 4 . c Z A /�_ SIGNATUR Date: ZONING COMMENTS: Zoning: Reviewer PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: Reviewer: .FIRE DEPARTMENT:: 0 approved w/ comments 0 d 4 Bldg Valuation: Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: � .. .- CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line r: (303).235-2855 Office ' (303).237 -8929 Fax INSPECTION NOTICE Inspection Type j g lL k IN 6 Job Address r3 (d 60 1 � ;9 °r �) Permit Number i o 4 , ❑ No one available .for Time AM /PM r Re- Inspection required: (Ye$ No When corrections have been made, call F ir -in ton at, 234 -5933 r 1 = Date: j _ �t�-� � Inspector; ---° DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 102461 PERMIT NO: 102461 ISSUED: 10/27/2010 JOB ADDRESS: 10619 W 50TH AVE EXPIRES: 10/27/2011 DESCRIPTION: Reroof 8049 sq ft of RMBC metal roofing * ** CONTACTS * ** owner 303/425 -7711 Rocky Mountain Bottling Co. sub 970/535 -9800 10 -0328 Petrochem Insulation, Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0057 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 66,481.00 FEES Permit Fee Total Valuation 866.40 . 00 C7GGjI ? Use Tax 1, 196.66 r _ -.._T ** TOTAL ** 2,063.06 �` -'T'__.r Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or are- inspection fee will be assessed. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown -•5nd allegations made are accurate; that I have read and agree to abide by all conditions printed on this application andt�iat I assume f 11 rRapbnsibil'- y' compliance with the Wheat Ridge Building Code (I.B.C) and all other appli bye Wat a t 0 rdirtaficqa for work nder this permit. Plans subject to field inspection. Sign 1 ,6re of contraceor /0.5er - date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revieA �s subject to field inspections. date iN REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. city of W hcat. do C£�MhtUNt1Y EVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Zip: Ctirilttatto�: Contractors Citv License #: I - Phone: Electrical: City License # City License # l]escrtptro;rrof,work Plumbing: Date: Plan # Permit# Phone: ,�) /125- 771( Mechanical: City License # Contra t Valu s /p� Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sg Ft. =� $ OVVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby . certify . that the setback distances . proposed by this permit . application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: �2 iJI /A SIGNATURE: /�Y //� DATE: Bldg Valuation: A 41 CITY OF WHEAT RIDGE P Building Inspection Division (303) 234-5933 Inspection line (303) 235 2855 office - (303) 237 8929 Fax INSPECTION NOTICE Inspection Type: 4�,PQ rgrs7 Job Address: Permit Number: "o.&I F PA -11L AAA111 /D7 El No one available for inspection: Time Y AMMM) Re-Inspection required: <2& 3��) No * When corrections have been made, call for re-inspection at 303-234-5,933 Date: Inspector: DO NOT REMOVE THIS NOTICE Dept of Labor Employment - LEViai o f Oil Public Safety 633 17" St., Spite #500, DerVal CO 80202 Pficm- 303- 318 - 8505/8507 - Fax 303- 318 - 8518 - E -mail oilby,bligenfietvainvitiLmOs - Web http://ops.cdle.mte.ca.us/ CEPL I l"fWVP,' 1 F U4SPECTI ON —A STSYSTUM I N.S I LA TI ON AND U PCIR/WE Fonp 10# Facilit y name --a c - comity St ... of Addirrm, city Zip A, r" Inspechin for Date Of # asci-arnforwil Facility fl . pe Retail I I Non Retail �,f �Sl-fi.. F acility Category: - I I Bulk ?[.at [ �JC..�RE al/lindmoli ��r'-JATP..Cl I Other TANKINFDMA—Tjo COST IS look ILL 142 W, 14ME,nedo,il UL 2080: Ul, nine Fn Rat,,PF UL 2085: UL 2085 Protbood S, Singh, Wall D: Double Waill � - prolong csapaa" UP BA[FleaVal FV Fill Taxe valve AL Eintional AutableNtsiblo Ma 'joy I Tied I nsfing P lank Nj (( true 0 look Vl I y F, II f1(eL C I' n't"Iflukled lank (YLN) C,b . ...... t1n,lit S"c' (by F Poll " 11 c) Maritold,,11 ',ul, (1,,(N) F . ..... . ........... lbt Ybundulione, PC. lo,tessedCoarobsS,y GV: G.LanwAisef FSlull t lo4 ­­Stle ou I if,) NEC: No Hice,dvou Contact NONE: None-011ouTessin g Refused Flonly,royrelinfYcangC �oun oyeo'll ix Mabuniounne ERVz Emergency Relief Verain D ,ae F T , Y I L1 Was Vial, Reef TO Shell} C-nob,fien OTHER: Onherteeland(on—yw1conglornis,ob, NA: Task Elwounic Sens., MY: chounlW11,nal [nor NA; Not Applicable son aniffiandCades 1 J cuk Ci, ......... Hne'l-911142y Rehourvost (EEV) I RV S, , ton i ncl,,,l IS; I Mouthful Moninor (Dbl-Weli) --- --- hournitall Mt tiler %bouraco - Vu'x Ree., or, syllon Pi'ir': Lon Siou CniquelMou Sixe TH: Possibl Visual I t i s p oe fi cts T12: Monthly Visual lo oXc li ons 4 ZPANNoTo Funk R.11ole Diclecho. Ethic, PIPINGINFORMATION AG: Alubegeand UG; Undoulasial NA: lose l"o PR Pressurized susuess SS: Safe GRAV: Gravity Feces NONE: No lielicf, Pipin MAN: Manfoldedylank-enolielfinc Pipin Mbb"o.1 No: Pipin Wall T G P,is, mannic',", .A lodal (Pi,,,, Rai rh.d, b,b,) ALl,D1ypc(UG "nogi UG P.ari,("baboune-Ink Fly: FLEX: Filorglass Ro ni fiesed plan s Pocon In Pi COPPER ' Wee LfgkDup*(ALL%pYRCxd'a1 I Elecurbah, in mealbubsou Not Re - (j oc.) UG PiloingConnedor Dilp STEEL it ( (Inane'lo'-l'ork C.'. 1"buotion "I E, cou'reon-Fionc b" linneefiou rl"' NO, i n. I "'o— —ne"ne"vel"', ADIELPIONALMORMATI Sn". SM.,Jsna FL; FboiC bouillon In V.1.11 (YIN) EPP: Flexible PlcoicK,uAda,nr PiPlAt Claismisig Pra"Ol.. Ctallibi Fle,'basu Reakunced Plc on, Piping) Flexible Plastic Piping Aboveginandiliping lonloolood Conn. S,11. pipin,/Consons) va"It Re'unt, Mal (VIN/NA) Loku,li.,undin, (V,'N�A) FRP: Q fit', Y/N) Y FLEX (annulled Fl Tn,euV1 (YIN) d AG SfilcollidValle (V/NINA) ' —I IC: Vaculle Ad Voic (Y/N/,NA) vo" Firef"nectInDixtriel Y N ] mot Name CY, Di Galician, Anne, P.,osyCesnablen I NC: No Eksbobas Cents. (Conanc BURIED PDRINCJNSTAITUATION INFORWATION ITT: Plans Put, (C ons o ness ) B.uk fill Moteria1(q b crushed k, c a r d, cla Type Depth: [ in Pip g Coal L r ( o" onso'ele , "Ls ll for k I'll noril, on.T T,,, Thickness: Ll: ATG21A fachlobandil,Mno.r., Stmp "loon, i ... ........ o 11. Dooloo-wall & Son,al o,/Sc i Double -wall & Son" ".. Soon, Soap bubble I up Dan, wiluis"'d By LA: SIR (SnivieAlOo.e.,if ... al anon) INSTALLER INFORMATION Le. Annul Line Laboo, fasting I asta lbor N fare (f,nop 1-6. OuborAppo—d MObod (i.e. Tracer Testing) Non auctioned (SSIGRAV) LS: 3, LTT Installer Address- L7: Lsf MciahlyVi,nalfina,use. Installer city/siate/zip: shove N: Installer Nighttime; /ma3 10104 ♦ -e CITY OF WHEAT RIDGE Building Inspection Division �r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE / Inspection Type: �/ / ttit 8, &/Z -P11�� Job Address: ` t d, Permit Number: ' 1 ❑ No one available for Re- Inspection required: Yes N "When corrections have been mad , AETHISNOT ICE re-1 speotin at 303-234 -5933 Date: Inspecto DO NOT REMO inspection: +me AM /PM lT -�z- k s. r Insulation - v Drywall Sc t age _ — scaping ITEMSMUST BE COMPLETED :AND. z OF OCCUPANCY is ISSUED. 'FINAL OF:A.CFRTIFIEATE €. PROTECT THIS CARD FROM THE WEATHER i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection;jime AM /PM Re- Inspection required: Yes (N 'When corrections have been mad$ c / for rb- inspection at 303- 234 -5933 Date: Inspecto r: 1 DO NOT REMO I HIS NnTICF CITY OF W r . ...... .. PyiVingingic (303) 234-59S (303) 235-2855 Offic INSPECTI U RIDGE ispection line 303) 237-8929 Fax NOTICE Inspection Type: Job fC l L `Permit Number: 4A o rr ❑ No one available for inspection: Time Re-Inspection required: Yes No "When corrections have been made, call for re-inspedion at 303-234-5933 Date: 2 6 - lo Inspector: DO NOT REMOVE THIS NOTICE 4w"Etra City of Wheat Ridge Building Division a > ` p 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 ~JORAO Building Permit Application Date: P Plan 1 0 _00 (C,). Permit YA,-, -1 I -7 k1p I ope ttr7l l Tres 10649 61 > 5Y740Adr R 236 tuttp-a1' C-0 P9033 Property Owner (please print): ) O/Smt Cyr- rPl c Phone: Mailing Address: (if different than property address) Address: City, State, SF11t1`aeto}: Contractor License Phone: h~ntraefot 7 .6 6 r,5I Electrical City License !~kf -;3 Plumbing City License Mechanical City /License Company ,'-l)r~-dWr , G(~p)LCompany Company: AfGC U G / S '7A- d uf'I;/ L trQ C1st2~ 60 1,5 Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction value: $ }TCLi`ptjly~ly ~,r$^ b~yy0'F A 1 G"C9 Q. r ~ (as calculated per the Building Vbluatfon Datasheet) CLV--V(?.i L_+l t'GL.I t' F r& jqL> 1$,~~°N.r-" I ry.y, p~ Plan Review (due at time of submittal): $ Sq. Ft./L.Ftadded: Squares BTU's Gallons Amps`_ OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: Ali f r c'f- SIGNATURE: _&& Date: }d~} CLOT J-117 ^fVt~TrG w , /3~// Tee r 311.3-~S~6< C,S9~ December 16, 2009 Bill Teter Rocky Mountain Bottle Company (RMBC) 10619 West 50d' Avenue RR836 Wheat Ridge, CO 80033 Ms. Odeana Wilson Division of Oil and Public Safety 633 17d' Street, Suite 500 Denver, CO 80202-3610 Re: Tank Modification (11436) RMBC currently uses a 500 gallon fuel tank to store and dispense diesel fuel for diesel equipment on the facility. In addition, RMBC also uses a 2000 gallon tank (11436) to contain diesel for the site emergency generator. When we start the emergency generator we find that we get visible smoke that may be attributed to old diesel fuel in the tank. To help remedy this situation, we are proposing to move an existing fuel dispenser from a 500 gallon tank, located at the south end of the plant, to the 2000 gallon tank for the emergency generator. This will allow for use of the fuel in other equipment and will allow for more refills using fresher diesel. The fuel dispenser will be removed from the 500 gallon tank, as a unit, and will be placed on the north side of the containment berm that the 2000 gallon tank is currently contained in. To minimize piping length, we will move the 2" vent stack on the north end of the tank to the south end and will use the 2" threaded pass through for the dispenser draw tube. I have enclosed the application and the proposed site plan for further review of this application. Note: The dispenser pump is a Gasboy Model 73DSL with a 1/3 HP motor. If you have any questions regarding this issue you can reach me at 303-886-6594. Thank You, Bill Teter APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Signed: Plan checker mac, WHE4?' 1 \CO `O Wheat ?lid B±Iiiding Department A rived rb BUIl1/ I ~ICIAL ATE Validity of permit: The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation to any of the provisinns of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. BILL RITrER, JR Governor oF'coto DEPARTMENT OF LABOR AND EMPLOYMENT Division of Oil and Public Safe Field Inspection Program DONALD J MARES Fe' 633 m ty- Executive Director De s y _ Street, Suite 500 * * Denver, Colorado 80202J810 (303) 318-8505; (303) 318-8 MAHESH ALBUQUERQUE * w ebs te: htto:/ oill..cdle.sttate co uus 88 Division Director tgg6 # INSTALLATION/ UPGRADE--PERMIT OUP 94.3 Date Issued 12128/09 r Facility: 11436 - Rocky Mtn Bottle Company 10619 W 50TH AVE RR 836 WHEAT RIDCfg,.CO80033 - , JEFFERSON County " - r Dear Owner/Operator and Installation Contractor: The Division of Oil and Public Safety has reviewed and approved the attached application for the installation or upgrade of petroleum storage tank systems. A Colorado Petroleum Storage Tank Regulations require that an inspection of the storage tank systems and facility be performed before construction is completed and before the systems are placed in or returned to service. ^.r Please contact the inspector identified below to arrange for an inspection, as well as the OPS office at 303-318-8505. Please call at 'least 72 hours before air is placed on underground piping or the construction is c~npleted to allow enough time for an inspection to be scheduled. OPS Inspector: Jack Sarver 303-883-5760 Please use the enclosed registration form to properly register -a new facility or amend information concerning an upgraded existing facility:` Thank you for your cooperation. NOTE: CO Storage Tank Regulations 7 C.C.R. 1101 14§2-2-8 (e)(1) requires that all UST secondary containment systems (tanks, piping, sumps, spill buckets, etc.) be tightness tested using an approved method at the time of installation, and again within thirty days of one year thereafter. All testing must be documented on the OPS Secondary Containment/ Spill Container Testing form and submitted to OPS. This permit is automatically revoked six months after the date of issue unless the Division of Oil and Public Safety grants an extension in writing. Also, six months or later after the date of issue, this permit may be modified by subsequent statutory or regulatory changes. Effective January 1, 2009, all UST system installers must be certified by the International Codes Council (ICC) In UST Installation / Retrofitting (Exam to: U3). For information on how to become an ICC certified UST installer, go to www.iccsafe.ore or OPS's website htto://oll.cdle.state.co.ii . BILL RI77ER, JR Governor oF'co~ DEPARTMENT OF LABOR AND EMPLOYMENT ~w Division of oil and Public Safety- Field inspection Program DONALD J MARES Re' 633 17° Street, Suite 500 Executive Director tl1 Denver, Colorado 80202-3610 MAHESH ALBUQUERQUE* (303) 318-8505; Fax (303) 318-8488 Division Director s 1876 + Website: httI2:1/oiI.gd_le.state.co.us Aboveground Storage Tank Installation/Upgrade Information Dear Owner/Operator and Installation Contractor: The Division of Oil and Public Safety has reviewed and approved the attached application for the installation or upgrade of aboveground petroleum storage tank systems. While meeting the requirements currently set forth in the Colorado Petroleum Storage Tank Regulations (7 C.C.R. 1101-14), the following items, as submitted, do not meet the current standards of the National Fire Protection Association or International Code Council (formerly International Fire Code Institute): ® Minimum separation requirements for aboveground tanks from dispenser, property line, or public way. • NFPA 30A 2008: 4.3.2.4 and 4.3.2.6 (Same paragraphs in 2003 Edition) • 20031FC: 2206.2.3 • NFPA1, Uniform Fire Code: 42.2.3.3.2.4 and 42.2.3.3.2.6 ❑ Overfill prevention for all aboveground tanks at motor fuel dispensing facilities and repair garages. • NFPA 30A 2008: 4.3.6.3 (Same paragraph in 2003 Edition) • 20031FC: 2206.6.2.3 ❑ Overfill prevention for a secondary containment tank without diking at other facilities. • NFPA 30 2008: 22.11.4.5 (Paragraph 4.3.2.3.3 in 2003 Edition) 0 20031FC: 3404.2.9.6.6 NOTE: The Division's approval of this installation/upgrade does not supersede the requirements that other authorities having jurisdiction may impose. Please contact your local fire authority for further information. Dept Of Labor & Employment - DN/s/on of 0/l & Pab/M Sa/err, • °~j• 633 17' St., Salta #500, Danver CO 80202 Phone 303-318-8505/8506-Fear 3033183488-Eme61 of/oublksarerv(&t -Wall htrp:/lops. edge. stata,co.or/ an. as ABOVEGROUND STORAGE TANK SYSTEM INSTALLATION AND UPGRADE APPLICATION pndllly Name: Rally At ..too Ramp 000pray Oww.r N.: MukeCogra 1. Addrae: 10619 WaISO°Avaaae RRai6 Malang Add-: (Same) CITY: Wheal Ridge Rhea CO sip:g0033 CIN: ameat swm: up: Name: Big rear Paoae a: 303dtl66596 comul h'ryae: Phone q: Description Of Work: Move a dispensing pump from a small S00 gal tank to a 2000 gal tank used on an emer enc g y generator Type Of Facility: Gas Station 1 1 Bulk Plant I I Commerciahlndastrial ( X I Air ort I J G p overnment 1 I Other 1 I p.a. Joan must accompany this application that includes the name and address of facflity, lot dimensions, and distances from tanks to Dearest important building, roads, railroads, property lines, dikes or imaaandmeot areas. a:t 0aa m..n.., At 4QgP q#43 0D 11436 01b W) Date Appyck-12/28/0307 (Date Reviewed / / Approved By OFL OfiP e")(12 0 ~.«..:.-.MN.vu..:.~..c~ PROPOSAL 12150 East 112th Avenue. Henderson, CO 80640.(303) 256-8000 PROPOSAL SUBMITTED TO: Rocky Mountain Bottle Company Attn: Bill Teter c/o MillerCoors Brewing Company 10619 W 50'h Ave., RR836 Wheat Ridge, CO 80033 Work: 303-425-7949 E-Mail: bill.teter@millercoors.com Mobile: 303-886-6594 Fax: 303-425-7886 RE: RMBC Diesel Fuel Station rework Date: December 3, 2009 Sturgeon is pleased to present the following quotation for the above referenced job. The scope of work for this project includes: Install prevision for the relocation of Diesel Fuel pumping station, in-line heater, and High level alarm probe. Install provisions for timer switch operated sump pump receptacle. Option status light and control for fuel tank. Includes: • (4) 20A, I P, Circuit Breakers installed in existing panel 41-01-C • (1) 20A WP In Use GFCI receptacle • (1) 20A WP In use 60 minute timer switch • (1) 20A circuitry and motor connection in Class 1 Div 2 area • (1) Install explosion proof thermostat control box for heat trace - existing not rated • (1) Circuitry and connection of thermostat control box • (1) Install pre-existing heat trace onto fuel line w/ glass tape • (I) High Level probe circuitry and connection in Class I Div 2 area w/ 120 VAC power from pump • Option for three color tree light for high, OK, and low status with 120 VAC control relays - dependent upon existing probes being 120VAC rated contacts Clarifications: • Mechanical pump equipment and level probe to be relocated by others • Disconnect of existing electrical, and removal thermostat control box by others • No fuel line insulation included within this proposal • Proposal excludes permit fees We propose hereby to furnish material and labor - complete in accordance with above specifications for Time and Material: Seven Thousand Six Hundred Twenty Six Dollars 00/100...(7,626.00). Rocky Mountain Bottle Company agrees to pay Sturgeon's billing for such work within 30 days of the date of such billing. If Rocky Mountain Bottle Company fails to so pay, it shall be liable to Sturgeon for Late charges of I'hM per month on the unpaid balance; any costs and attorney's fees incurred by Sturgeon in collecting and amount due. The proposal may be withdrawn if not accepted within 30 days. Work will be undertaken upon written acceptance of the proposal. All material is guaranteed to he as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon accidents or delays beyond our control. Owner agrees to indemnify and hold the proposer, his employees and agents harmless in the event of bodily injury or property damage arising from the actual, alleged or threatened discharge, dispersal, released or escape of any pollutant as defined in the current ISO policies held by the proposer. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. PLEASE INDICATE ACCEPTANCE BY SIGNING AND RETURNING ONE (1) COPY TO MY ATTENTION. Date of Acceptance: STURGEON ELECTRIC COMPANY, INC. SIGNATURE: TITLE_ Bryce Per s Project ect Man a er AUTHORIZED BY - SIGNATURE: TITLE / COMPANY: SIGNATURE: (Property o ,ma) LATLAS December 4, 2009 Coors Rocky Mountain Bottle Company 10619 W. 50th AvenueRR836 Wheat Ridge, CO 80033 Attn: Bill Teter Re: Fuel Dispenser Modifications Mr. Teter, Atlas Industrial is pleased to provide our lump sum proposal to complete the following scope of work: SCOPE OF WORK: 1. Perform fuel dispenser modifications per job walk with RMBC on 12,/1/09. NOTES: 1. Proposal based on working (8) hour days Monday through Friday. 2. Draining of fuel tanks is excluded and to be done by others. 3. Fab and install off new fuel pump stand is included. 4. Modifications to existing fencing are included: 5. Electrical work, including heat trace, is excluded and to be done by others. 6. Permits and fees are excluded. TOTAL LUMP SUM PROPOSAL: $ 5,$13 ADD ALTERNATES: 1. Relocate (2) fuel tanks to an on-site storage location determined by RMBC, Hauling fuel tanks off-site is not included. ADD ALT # 1 LUMP SUM PROPOSAL; $1,066 A D C RDpD RIDGE 52ND pY6ND I RN R R NEST N N ORTHE aVI DINOTO OIL STORAGE & SPILL CONTAINMENT c O L.P. LSTORAGE ® O SLDU 41 U 2 a - T O BILEAOnox ~ .-J R ILE CONSTRUCTION PANNING 0%Y PLANT DETAIL A REHOUSE A F GLASS PLANT HWL°ING 36 3 °UILHINL AN BLDG 2 4 BLBG 2l BLDG 2B GULLET RECYCLE ENTER BUILDING 36 UCCD FUEL L STATION CAS' o TRUCK SCALE 25 PARKWG POND D 3 ,BY cNwx LINK FE„g BE .1 ~~-ALN R 6 W. 50TH AVE. ROCKY MOUNTAIN BOTTLE COMPANY 10619 W 50TH AVENUE RR 836 WHEAT RIDGE, CO 80033 >a f 2D3 SIC 3 TI ;N AD TO,E F i 7 wuu v. p yo Q o o A, ED 3 PE F> a> >w > a „ < ~ a~ ~da ~ a J A B > C D E F G A B C D E F I G I H I M❑VE FUEL DISPENSING TO NEW L❑CATI❑N NEW FUEL DISPENSOR LOCATION EL. TROSTATIC- PRECIPIrATNR 20' DISTA TO BUILOMGE S, 100 B' PAY. AREA DETAIL B RATIAC-IR.1 PERU 5000 LA TEDDEBEE % i- WIRE MESH G' DEEP BUILDING 36 EXIS rFEB HI GX FEHCE 1 2 3 P NCREif P~AO EXIST"' LTG °0 EE¢a FOO AN. SVI1DICEAR BUILDING EMERGENCVI GENERATOR APPROVED DETAIL A Subject to Field Inspections DETAIL B Wheat Ridge Building De t. SI E DEVELOPMENT PLAN EXISTING FUEL. DISPENSOR LOCATION Date' 21' 0 ROCK MOUNTAIN BOTTLE COMPANY ° WHEgp GLAS OPERATIONS ~Oe q^ N Signed: Planc ecWrE RSON COUNTY, COLORADO 6 U ~ iM1 - 0 50 100 200rt. " AERIAL MAPPED 1983 r ®mmmmmmmu FIELD REVISED 1992 SCALE 1' = 100' OLott a~ REV CHG. [OBE B/M DWG. umM,.w HraAem NAME HATE ROCKY MOUNTAIN BOTTLE Pp Qv. / I~j ' eI~Pa. BvxG R.DO BBS DEC 04 °~uG CIVILlSITE t / 'fL' tlh DES i RE - - r D«~ ene R.REVNUL➢S G10 P INDUS LANNE TRIAL D /ds---- Ma XrM WII 4 P APVD 7 DEV PM T >r EICIAI DA T BU'"' REF. DWGS. Prse htsew„IO Ry BIMENSIDNS IN INCHES OIL I UNLESS OTHERWISE SPEC, TITLE FUEL DIS TITLE' PENSING M OVE t Th f l i mit f l ifi ti V lidit f CROSS BAR raKM M~ n m ,Y ~ FINISH ✓ a HEXi ASS ENBLY SCALE =100' ST. O04 OF 00~ ssnancP o perm e a per or approva o p ans, spec ons a y o ca THIS DRAWING CONFORMS xx ANGLES ERACTNN RA°II SItE OVG.NO, REV. n Computations shall riot be a permit for, or an approval of, any violation to To ANSI Y-145 ANn TO °pRS 3REw1Nt LR $T°:, m i eL 4 F, . D 10 Q 2 Q 0 S F any of tiF provisions o the building a or of any C ordinances. ive-aurnerit - e'dfvniispfwsnmin -to in vintate oFSansel tho provisinns o La H J K L y g g " Building codes or other ordinances of the City shall not be valid. J K L SHEET 4 OF 9 BOOK PAGE RECEPTION No. DATE OF RECORDING FILING N❑. 1 AMENDMENT NO, 4 ) WHEAT RIDGE, C❑L❑RAD❑ NEW LNCAIlpN FOR FUEL OISPENS ING STATION CITY A., HOTEL SCSI NCH LINE TO LOCATION CO CUP EXISTING HIGH[ LOW LEVEL 0 PROBE EXISTING EMENCENCY FIRE VENT -BIDDING FILL NEW WENT FACILITYP 11406 EXISTING IS- A B i CONTINUED ON DRAWING 4E -GIO- 4001- 1 ~•IAWy l AV ' "OA /3.aAN 1S W K 9BOV y pA-piA ss/br•c T-A BUS DUCT 2 I z I 30V TOV ref-- ~r~l CzL.v I ~oaor D E G H i JJ REI1 DWG/N R0. WF I U/Y I PANED $6; 0/-qsA {yg/y ~~gg M5 pp \1\ VA BFlAKER nA V adr•^I K„r V~L wsR n IoOA AfB K -@ GWA MA/N MCC ¢!-Aq OA MNN BUS) V " /OMWW 1250"A Slav /SOB FLA I 5 6 71 OR BREAKER SETTI LT PU IGOO Lr BAND MIN 5T PU- 4800 ST BAND MIN GMU S GF DELAY 2 UV PU 100 UV DROPOUT 905. UV DIAL 4- I~~/2AVlG_-_ - A F ZO FU[< SrS1EM 1C -I-F-~ -per QENERATOR JACKET WATER NEATER I 9f-BN•sd12-/ ONT. ON DNG. ap I rR4 '~A I I / JOA 1~ I 0 /AW4 10//0 AW6 PANEL 1 „1. F 1 /2 AW{ vENI FAN 1 gE.ES/-SS0/-B SNS _O I SPARe 3M OA U0A 1 9/-/-C I J .ba 1 9 s (&-A4 FANS) I RS 4 IO KYA . rR5 r sBO-/_/S ~ y'PA[E SPnct I I ff~.[~ ~i ~ ~ q~E I I I SPACE ; i SfALE SPA<E ~ i 1 $PACC I i i I I PANEL 9R/-B 4aOv 30 1 2l RAD/ATOR ecA lA 2 y I CIecVN; aAwG FAN 11 EOOA DUAL MNN LOGS 1 a5 I I ~i1$RVAR ~CS\ i~M wyP~I L APPROVED Subject to Feld Inspections Wheat Rloge Building Dept. Date: Signed: Plan checker, A i B I c I D I E 10 G tom- ~.IC ~~l N OWG. raw+n ngwar!!~a NAIE H I J 16 A61u 4 EI K 1 L art. O/ 6 U MV. L4. ~ L t 2 3 5 6 7 C A I B I c I D I E II i5"Cnp ~JKR f FI. DO.~T 2 3 a .a sf <oJL Y PS bt a 20 6 4 E 5 6 mA 'I p.LL.JC pLUf FF.,. T4 ST I;*k Fci1t y~,,yy yy wove.-% F RADIAT02 i py E~ w TF DV i' Cr p LM w0. N TP 4 D.T. GIYF l~ FY 6Y Po2 jv J I L PM W _ IiAW{'1 _J Fac TaN 4( uaFTNIW1 Ts~ 4L`NC '~1" ¢ae je NCG h MW.vLL"' RFIJF• COJC. FLOO2 Ni ZI.FW¢a[n.W .4VeF IW. k~ - u~JF, wJC. b,lct (c.laeT t~ p% J Lpl en~exc s tal plPw4 ~-14vQ I" .IS.JL+L io~.l, xa6 APPROVED Subject to Field Inspections Wheat Rid e Building Dept. Date: K Signed: Plan checker `FyTYU LF.v A g I c 0 E ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: lJtfr~dQ,'1t~c, ! r'inC{ Job Address: Permit Number: ~c 1 ,'y Y, f Pr l J f ❑ No one available for insertion: Time 0i fl- mfpm Re-Inspection required: / No *When corrections have been made, call f~ r inspe[ccttion at 03-234-5933 Date: T>' 7'f~ Inspector:t I G DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: ~~~L✓~° - Permit Number: ❑ No one available for inspection: Tipe AM/PM Re-Inspection required: Yes (fVo When corrections have been made Eal/ -i spection at 303-234x933 F Date: 11I nspector: DO NOT REMOVE Ti IS NOTICE City of Wheat Ridge ;of w"Et?q, City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 ocoRno° ° Inspection Line: 303-234-5933 Building Permit Application Date: Y I c~l~ ' Plan Permit oq 0 y ~0 Property Address: 1 D 6 i g Lam, So rrlA+yk', Btd 3~ MILLep- 5'T.' G~f~f' ~ v Sf Property Owner (please print): RtaGiL~ 0j u Phone: 30.33 Mailing Address: (if different than property address) Address: State, Contractor: SLIH (v/vS i.ewG'I1aw I bia-51661 S~ie^I1LG -TLo/t Contractor License Phone: 303 - q V 41 - L/ 29~p Sub Contractors: Electrical City License Plumbing City License Mechanical cen Company: 5 TvRt o~/ CLEc; . Company Compan . Exp. Date: Exp. Date: Exp. Da : Jo Approval: Approval: Approval: Use of space (description): j R+~~tt ®©c-t Construction Value: $ I C?r CJC2e~ . ` Description of work: (as calculated per the Building valuation Data sheet) n _ i N5 -1-NLL />ve-w f PC /C- Dcz- , Plan Review (due at time ofsubmidaQ: FG ' o 40- , n r-- eol ST /ate 0-e-c- / A...1...PI)vV F J IK5-/g e1 /,2© E K ce v~t05h W l w- &u 'o0.0IL• Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, miss or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: ZONING COMMENTS: Zoning: ✓ Reviewer: t(~ W/ DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: A p~l~D P&4~~'t~ ~T-XS' Reviewer: ° FIRE DEPARTMENT:: El approved w/ Comments ❑ disapproved ❑ no review required OCCUPANCY: CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: SDI Z lOL5 X/7_ -5 LU//bI✓J T/7 lJ GCJ/Tc✓i `Y 4 ,r a `l i 3 ❑ No one available for insoectio i e AM/PM Re-Inspection required: Yes ON When corrections have been me c Ihfgr re-inspection at 303-234-5933 Date: 1 City of Wheat Ridge Commercial Electric PERMIT - 081336 NO:081336 ISSUED: 11/14/2008 -=JOB ADDRESS: 10619 W 50TH AVE EXPIRES: 05/13/2009 DESCRIPTION: wiring 2 lites onto pole w/ motion & over-ride(HOA) switch CONTACTS owner 303/425-7949 Rocky Mountain Bottling cc go 303/696-0275 James A. Wheeler 08-0271 Wheeler & Sons Electric Inc. * * PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0057 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 3,468.00 FEES Permit Fee 126.50 Total Valuation .00 Use Tax 62.42 TOTAL 188.92 Conditions: Must comply w/ 2003 IBC & 2005 NEC. hereby certi:y that the setback distances proposed by this permit application are accurate, and do not violate applicable .dinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that a'_ measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.,a.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, fU11 fees shall be paid for a new permit. s. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval or. inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any yi`pion of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s(2 1X1 , x.tto field inspections. Signature of Chief Builiding Official date R INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ( Yv' 4 ~F WHEqT ~ P 0 c~ m c~~ OR A00 PERMIT TRACKIN6 FORM ADDRE55 DATESUBMITT~,E`D 2,-1Q-Cla. PERMITNUMBER ~ CONTRACTOR ~V~~M n PE OF PERMIT ~Gmm, PHONE ~n-AGa -C~jU-] OWNER ftf-S~~ PHONE 3C TYPE OF REQUEST_ C~(~CtIC\l. Cl(~~l~9lSY\ ~ lmC`~ [l ~ V~p~ `II - 5~'~ I BUILDING DEPARTMENT DATE IN DATE OUT ~ 1" Review 2nd Review 3M Review 4'h Review l/U 3i56a PLANNING DEPARTMENT DATE IN I " DATE OUT 1" RevieW "pg.lZTI-k a- ao-oa ~ ~d C,~ 2 Review ~ 3rd Review - - 4'h Review PUBLIC WORKS DEPARTMENT 1" Review 2nd Review 3rd Review 4'h Review DATE IN FIRE DEPARTMENT ❑ CITY ARBORIST a POLICE DEPARTMENT DATE OUT 3 \'3 ca ❑ SEWER DISTRICT ❑ WATER DISTRICT Arvada Fire Protection District Division of Fire Prevention Plan Review Comments Date: `G U O Reviewed By: Name Of Project: _~4` ~ Address: CY~:~`~r sycte~ wr.rr\..,VrSc. Occupancy Class:-c~ 2--/~ Square Footage 1~SP,11 Sprinicier System 4LYes No Fire Alarm System -X._Yes No 1. Site: l.'X The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key loclcing device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN ONLOCKED D[3RIHG $USiAIESS HOURS. iF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. X When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3.'>~_Remaining exit doors shall be openable from the inside without the use of icey or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. S.)~.Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 7300 Kipling Street • Arvada, Colorado 80005-3876 •(303) 463-7655 • Fax (303) 422-5549 Page Two 3. Corridors: 1. Exit corridors and openings shall be installed in accordance with the Buiiding Code. UFC 97 1209. 4. Exit Signs: 1.Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the foilowing locations. UFC 97 1212.3 3.Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: i.__~e_ Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211.1 2.Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3.x_ Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. 6. Fire Extinguisher's: 1.~ Fire extinguisher's shall be a minimum of a 4-A rated, 10-1b ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2•-X Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. 3• A separate permit will be required to be obtained from the City of tNShc-tecd~Building Department. 8. Fire Detection and Alarm Systems: i• Changes to the fire aiarm system ma construction. Submit a minimum of three setslofdpaansto for review and comment prior to work cotnmencing. UFC 97 1007.3.1. 2• A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. Eiectrical: 1•_.1~ The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2• Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3• Provide locks on circuit breakers exit signs and night lights as specifiedlnn theer to Electrical Code. 10. Gas Meters: 1• Gas meters shall be damage. Protected when subject to vehicle UFC 97 1106. z• Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1• Carpeting shall be a minimum of a Class II Radiant Flux and documentation shall be Critical to installation. Provided prior UFC 97 Appendix IV-A. Page Four 12'~ Additional Comments: 13. ~ qnY code requirements addressed. arising fro the constru m construction will be 14.These comments shall remain wi ction site. th the approved plans at 15.~ Contact the Fire Marshal' 9uestions or addit' OfficF for 16. lonal at 4b~- Inspections; ation. 1.~Twent Y UFC 97 fOUT hours notice 103.2,2 is required for all inspections. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14823 BUILDING INSPECTION LINE - 303-234-5933 Date : 11/20/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE Property Address : 10619 W 50TH AVE Contractor License No. : 18187 Phone : 425-7826 Company : L. Nothhaft & Son, Inc. Phone : 433 3329 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremenls shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable 4Ahqat Ridge ordinancqfi for work under this permit. (OW NER)(CONTRACTOR) SIGNED-~kJ.,A A,_DATEI1/L,/DZ. Construction Value : $1,500.00 Permit Fee : $54.00 Plan Review Fee : $35.10 Use Tax : $18.00 Total: $107.10 Use: Description : PROVIDE FIRE PROTECTION FOR NEW LUNCHROOM REMODEL & SHIPPING OFFICE. RELOCATE 5& ADD 3 FIRE SPRINKIERS PER NFPA # 13, 1999 EDITION & ARVADA FIRE DEPT. & W R BLDG DEPT. BUILDING DEPARTMENT USE ONLY ~ MOW SIC : Sq. Ft. : Approval: Zoning : km,.. - ' OK. 11120102 Approval: DM 016.:_ ~ A wv:r .,!$a Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subjecl to the laws of the State ot Colorado antl to the Zoning Regulations and Building Code ot Wheat Ridge, Colorado or any other applicable ordinances otthe Ciry. (2) This pertnit shell ezpire i( (A) the vrork authorized is not commenced within sixty (60) days from issue tlate or (B) the building authorized is suspendetl or abandonetl for a periotl of 720 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-halt the amount normalry required, provitled no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not ezceeded one (i) year. If changes are matle or if suspension or abandonment ezceeds one (1) year, full lees shall be paid for a new peimit. (4) No work ot any manner shall be done that will change the natural tlow of water causing a d2inage problem. (5) Contractor shall noti(y the Builtling Inspector lwenry-four (24) houre in advance for all inspeclions and shall receive written approval on inspection card before pr nng with successive phases of thejob. (B) e i rmit or iha approval of drewin9s and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the g codes or any othar ordinance, law, rule or regulation. in i?T-~111 Ch~g Inspector of WHEqr DEPARTMENT OF PLANNING AND DEVELOPMENT Building Peanit Number: ~ P BUILDING IN$PECTION LINE - 303-234-5933 Date: u m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENLiE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~CORP00 ,~H ~spq 7~~ ?~TPL¢ i~id{~4{' Property Ownei: CPO-32'rPW ~,p . Roc kM FropertyAddres~ ~rLASS ?LtW c~ajTiI kq; r Phone : Contractor License No.: 1i ,`64 Company: L-- SoVLS Phone: 7732-cj SIGNATURE OF AGREEMENT IherebycertifythatthesetbackdislancesproposedbyUtispermi[applicarionareacwra[e, COIISYfUCtIOTl V31U0:$ IISOQ anddonotviolatcapplicableordinanccs,rulcsorregula6onsoftheCiTyofWheatRidgeor pemutFee:$ covrnants, easements orrestrictlons ofrecord; tha[all measurements shown, md allegations made azc accurate; that I have read md agree to abide by all conditions printed on this Plan Review Fee:$$M.~ applicaAOn md that I assume futl responsibility for compliance mith the Wheat Ridge Building Code (Li.B.C) md all other applicpble }~Jheat Ridge Ordi~` ces, for work under USe T27C: $[lilspettni[. / Y / . Total:$ (OWNER)(CON'[RACIOR):S[GNED~ iE~Da- I DESCRIPTION: ~ROV 2 DE Fr RE 2o T EGTS o N to R ~EN-J L~ N L~ R g,=N~ _ s. d A DD rL ~kF S~'(L'1tii 4c-E'R R A~ FA/~ ~ J3 ,/999 .rLc rto.u 4-~4eVA F2R~ l_l~~ j . cF tlJ N~~4Tf ~ 6-F 3 L. >J G. . BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDINOCOMMENTS: Approval: PUBLIC W00.K5 COMMENTS: - Approval: Occupancy: W"alis: RooE Stories: kesidenriai units: Electdcal License No: Plumbing License No: Mechanical License No: Company: Company: Company: Elcpiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (I) This permit was issued in accordavice wifh the provisioas set forth m your appGeation avd is subject m the laws ofthe State of Colmado md N the Zoui¢g Regulapone md Building Codes of V✓heat Ridge, Coloredo or any other applicable ord'mances of the City. (2) This pennit shall upi+e if (A) We work authonzed is uot covunenced within suty (60) days &om issue date or (B) the bm7d'mg authonzed is suspended or abaudoned for e period of 120 days. (3) If thk pexmit ezpires, a new pexmit may be acquized for a fre of one-half the amount uocrtally requircd, provided no changes have been or will be made in the original plans a¢d specificafions aud any suspensiort or abmdovment hes not exceeded one (I) yeaz. If changes 6ave beev or if surpension or abandonmevt exceeds one (I) yeaz, full fees shall be paid foz a new pemiit (4) No work of any manner shall be done that will change ihe uaNral flow of waror causiug a draiuage problem. (5) Conhactoe shall nofify the Buildivg Inspecmr hventy-four (24) houzs in advavice for all iuspecfions md shall receive wdttrn approval ov inspection card befoa proceeding with succusive phases of thejob. (6) 1Le issua¢ce of a pemut or the approval of diawings aod spec5catiow shall mt be consnued to be e perrvit for, nor an appmval of, any violafion of the provisions of the building codes or any other mdinence, law, rule or regulafion. Chief uildint pector _ _ T_ . 1 4 l ~ N ~ K L ITEM DRAWING N0. 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I 1 I i I I I , I I 1 II 1 1 I , j , I I j I I I I i I i i i I 1 1 I i 1 _ 1 jjl I j ► I I j h h h h h h h h i h h h~ _-`fir= _-~~,~~r =a'!4:~_ Y I \J \1 \J \l \J \J V V \J ~ \J V ~ _L~KER __J h ! ! i ~ u v~ I i _l._._._._._._._._._._._._._._._._._._._._._._._._--._._._._._._._._._._._._._._.--.-.-.-. _ - .1._._._._._._._._._._._._._._._._._._..,. . _ r j - - SYMBpL LEGE srNBOI 1~scRIPTION C.IftOPIE PENDENT SPRAY SPRD~ER i GFNFRAI N(1TFS ~ o PIPE HANGERS SNAIL BE DI AGIxRDANf.~ V[TH TFE 1999 ®ITBBt lTt NFPA t13, AND ARE LCSTEU BY ~ ~ n 1/2 ' NPT, 165' , K = 5.b2 CNEb ~ INSTALIATiDI PER THE f944 NFPA B13f wr~RVRrIERS tAb'FATtIBES HANGER SPACDdG vIli BE 1N ACCT vIIH NFPA tt3. 1/Z tR 3/8 cv ~ flBl~ BRONZE UPRIGHT SPRAY °o ALL EOttff'IENt TD BE EITIE3t iVl ~ Fll LISTED FIR FIRE SERVICES, TOP CLAhP STEEL BAR `SPRDacI..ER 1 cu t` THRU 4' PIPE ~ R®t O .BIB CFEp( BiAIDDiG FIB: H~iFI TE?PERATURE HEADS. ~ BIDE $TYLD ,10I$T ~ v2 tai, 212' , K =5.62 t m 6 TERM B' PB'E s M ROD, STEEL BEAM f PAfliiB~1 ff PB'DC, D' R~tED, IS Br tTItERS PATER StPPI.T AfI~ATDII U2 ' OR 3/8 ' ~oI ExlsrD+G CHR~IE PENDENT SPRD~.Eti ~ F1.1TV TEST PERF€R!£D~ 2-t-2022 @ Ib'S AM ALL THREAD ROD t Ex1siD+G UPRIGHT ALL'd➢tDG IS HY QDfRS, T1IN ~ STET SPRD~Q.ER TO REM o THE PD1D~ ID BE tlSED a THtS F'RII,~CT CIBFCBBIS TD TIf t999 EBIF11Zt ff NfPA LENGTH h[ITED (00> - EXISTDdG PENDENT SPRDeQER TU REN ttG Ioo PS8 CO ~ ALE. IdlF-TNttE1DED PiPE SHNl BE SCHEDU.E is THUNALL BLACK STEFL PIFDiG, (~~,yy,, 90 pS{ r ~ FI.DW 1D45 GPII I EXISTING SIDF:VALL SPRD~CLER TTC] RE C(3 TO ASiM A-135 PITH SIBP 1~FF1DEI1 QITIETS, ~ RIi1 GRIIIVED ENBS ANB'VICTAfAIC' BRANB (i~VED F'EtTDfS. PIPE RING 1 ~n a - DE~mES HTR~-IC CALCU_AtIQ1 MDE POINT. ~f'RDrQ-ER PIPE TaTAI. sPR Atl TtitFADrD P1PD~ SF[4tL HE SCfEDIIE 14 BLACK STEFL PIPING, TDTAI SPR ~ PITH BLACK STAkA4RB VENT CAST SCREVED ftTTDXS. D~ICATET NEY PIPING ! m THE FIiTDCS TO B£ USED @I THIS PRO,~CT V@1 BE THE FIl.I.OVDI[i Di61CATES E]QSTIPG PIPING ~ ' ~ ' a A BI.Af7( CAST D'Bli SCAEIIEB STAlB14RB VEIGFFft NOTE TO DBTALLDC '~RINQ.ER CONTRAC'Ofb CONTRACIER TD HAKE FDr<AL g GRIIIVEB FITTINGS ClB`FIB'JIilG TO ASTN A-536. SPRDd~.ER NF.AB PLA[13fNT tN ~,fl.I CEIIlNG ALAS AS EXACT I.OEATI(?i ff a - TYPICAL HRNGER w. G VEL® FITTDrEiS CUFFING ID NfPA B13,1999 EDITIIrt CERDlG GRID, LIGHTS, AHD DUCT Y[RK A~~ t)EIERAIDrFD AS ftEI.D C@IDITIINS (IEVEI.IB'E N ~ SCALEI U8 ` = 1'-0' I✓ i E t t-t E E L } H Q ll) J ~ li N Q.. Q 1 ~ ~Q L ~ , I L tO 3 a"! t W c. 1 ~ - ~ _ , f t„ _ ~ a ~ f ~ Z Q Z ~ ~ - ..fJ~-_ U 1 ~ ~ _ l'TATC aCf11i'TQATI/uI d6, nn~nn~ n L u.tala tt1 Itnr $I UL UU UL UU M w m pT} v~nrcuur~ r tKt rKU tl. iuiV NEXT ASS~Y v AS NOTED SHT. , , , , OF , , co cam b== .)000( ANGLES C . Y. THIS DRAWING CONFORMS RE L N TO ANSI Y--14.5 AND TO 4 N O COORS BREWING CO. STDS. ` L ' J , a G H ~ K L 1 4, - - - t t G N ~ K ~ l ITEM DRAWING N0. TOTAI. U M REQ. ~ 04YG. N0.-OESCRIPTION I.C. STOCK N0. :x~ 1 l S t f.4.v~d fit.-.: yyJ PROJECT: ~d~t~ILStit~le oc y oun aln a e Gompany 10819 West 50th Ave. 2601 81ake Street suite 400 7464 Ouartz Street What Ridge,- CO 80033. Denver,. Colorado 80205_ Arvada, Colorado 80007.. 303.425.7826 303.292~9i 07 303.431.8901 303.425.7987 {fox} 303.292.4297 {fax) 303.424.6374 (fax) ~ CDD~ Dan Roberta emoR: email° we:rt;saie30brnsn.cam ~ REQUIRE~E~ITS: architecture0greywotfstudia.com . BUILDING l~4TA TIC AREit At#3 HE1CiIT f~ST1PiG I.OC~IIED 7NE RE~i00Et„ 'F OCCUP 8ehrent Engineering Gompany aF ~ .r _ IndustriaE, 14echanical, Electrical and At10MU13,E AREk AL1ANUi1lE FE1ttiti Plumbing 11455 W. 1-70 North Fmntoge Rood a Wheat Ridges CO 80033-2101 ~ _ - - DO(XIPAitT tAAO 303 940 686$ 0041fax , lttegPo#~ ~,E john.kullmont9behrentcom - ~ ~ Contact: John Kutlmon, Yce President ~ ~ F E s : ~ ~ .r 6 - . _ { tY . L ~i ~ 3A~ ~r , ~t° 344 , r ~ .~~~9YY_J(UiJI~g~3`YYtl~~i:f4l~ ~ p~~ 1 1 c _ r ~ C~ UUl1.1J l' ` c-. ~ . ~ ~ M. Trammel & Associates .r C i 303 r--:~' Firo Protection Consultonts~ _ ~ 1400 South 2nd Street ; ~ 1 Cabot, AR 72023 ~ ' _ 4 i ~ ~ 1 S05 0780 8673fax ~ ~ ~ l ~ ~ n, 50 - ° mmei~centu duet s ` ~ ' t t o mtrU syt _ y"<" ~ ~ ry/~ ~ ~ N Contact: Maz Trumme! 1 a r a ~...(l 6 m a w ~ v ~ ~ x s C ~ ~ ~ ` FIRE DETECTION: ~ , , i' ~ ~ ~ ~ l ~ i ~~i 72 ~ ~ a ~ I } StICKE DElEC110P>: straw nrlD ~ v~xTS: v r= _ N t . _ ~ ~ ~ k Y; _+r - ~ ©2D01 fiufcrosoft,.:C. 0 3~O~NavTzLhm Gpfi°'Inc. andlor Compusearch ~ ~ ~ ~ Nr _ ra 3 1 D I N L WHEAT RIDGE, COLORADO L ~ NORTH 0 N N O N 1 N Q U N ` Q N LL/7 7 O ~ _ d L L_ 1-A tp 3 7 W N V L ~h~„ afiar, contdn®i nn I L.LLM I K tt I UJ - in .nae or in port, for any p~r- ^°t ~ ° or - APVD D. ROBERTS WAREHOUSE REMODEL 7 ~ U m p°'° whctsoe~er unless ~fkanr DIMENSIONS IN INCHES TOL t SHEET by Coom REF. DWGS. Brea Company. An to are UNLESS OTHERWISE SPEC. TITLE COVER SHEET hxebp exprpar` reserved b ou: eree g ~ XXX ~NISN NEXT ASSEMBLY SCALE v m M XXXX V NONE SHT. AEV. THIS DRAWING CONFORMS ANGLES SIZE DWG. N0. TO ANSI Y-14.5 AND TO RADII LO tr N A. COORS CO. STANDARDS N . O DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 14688 10/22/02 Property Owner: ROCKY MTN. BOTTLE Property Address : 10619 50TH AVE Contractor License No. : 21357 Company : Westside Construction Phone : 425-771 Phone : 431-8901 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permil application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OW NER)(CONTRACTOR) Construction Value : $26,000.00 Permit Fee : $401.85 Plan Review Fee : $261.20 Use Tax : $312.00 Total: $975.05 Use : Description : LUNCH ROOM, FREESTANDING. TENANT FINISH MILLER ST. WARE SE 1~4oD BUILDING DEPARTMENT USE ONLY : Z011FIfg. COtPY1Y►911ti:SIC: Sq. Ft. Approval : Zoning : Approval: DM OK 10121/02 Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18599 Company :Table Mesa Electric Expiration Date : 2/28I03 Approval : OK/KS Plumbing License No :18187 Company:L. Nothhaft & Son, Inc. Expiration Date : 12/8/02 Approval : OK/KS Mechanical License No : 19827 Company : Walrath Heating and Air Cond Co. Inc. Expiration Date : 1/23/03 Approval : OKIKS (1) This permit was issuad in accordance with the provisions set forth in yopur application and is subject lo the laws of the State of Cobrado and lo the Zoning Regulations and Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (BO) days from issue date or (B) the builtling authorized is suspended or abandoned for a periotl of 120 days. (3) If [his permit ezpires, a new pertnit may be acquired for a fee of one-half the amount normaly required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall ba done that will change the naturel Flow of water wusing a drainage problem. (5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wntten approval on inspection cartl before proceediing with successive phases of the job. (6) The issuanca of ppe"it or the approval of drawings and specifications shall not be consirued to be a permit for, nor an appmval of, any violation of the provisions of t uil dei a other ordinance, law, rule or regulation. 1 Chief Build' g Inspe r DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14688 BUILDING INSPECTION DIVISION - 235-2855 Date : 10/22/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ROCKY MTN. BOTTLE Property Address : 10619 50TH AVE Contractor License No. : 21357 Phone : 425-771 Company : Westside Construction Phone : 431-8901 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permil application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Buildinq Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OW NER)(CONTRACTOR) Construction Value : $26,000.00 Permit Fee : $401.85 Plan Review Fee : $261.20 Use Tax : $312.00 Total: $975.05 Use : Description : LUNCH ROOM, FREESTANDING. TENANT FINISH MILLER ST. WAREHOUSE BUILDING DEPARTMENT USE ONLY ~Pn~n~~E~omrwten,f,~.! SIC : Sq. Pt. : Approval : Zoning : ed1adfi1`g Commer,~:._ OK 10/21/02 Approval: DM PutiIis:, Works Coenmertts:' Approval : Occupancy: Walls Electrical License No : ~59 c~ Company : ~r~t kt~-t) Roof : Stories Plumbing License No : t JI Company : Residential Units _L'La~ A Mechanical Lice/nse nNo Company : IN~ w Expiration Date : Expiration Date Expiration Date : Approval : Approval : Approval : \ 12-~ Id> (1) This permit was issued in acwrdance with the provisions set forth in yopur application and is subjed to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid9e, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorizetl is suspended or abandoned for a penod ot 120 days. (3) If lhis permit expires, a new pertnit may be acquired For a fee of one-half the amount normally required, provided no changes have been orwill be made in ihe original plans and speciBCations and any suspension or abandonment has not excaeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the natural flow of water causing a drainage problem. (5) Coniraclor shall notify the Building Inspector iwenty-four (24) hours in advance for all inspections antl shall receive wntten approval on inspection card before proceetliing with successive phases of the job. (6) The issuanca of a permit or the approval of drawings and specifcations shall not be consirued to be a permit for, nor an appmvai of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. CifllFf BUidflg lIIqJEcbOf THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 R'EST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~~~CAMN Building Permit Number: P-/ 6a°t!~ Date: Property Owner RcL~ y yd-F-' << ' Phone : N ~ PropertyAddress: /C~(o 1 S' 41 .So 1 S - 7 77 ContractorLicenseNo.: ~ 1 3SL~ / Phone: Cmmnanv: ~ E~S T S ; Gi Z. ~ ~ C 7' _ p4VNER/CON'1'RACTOR SII;NATI7RE OF UNDC' RSTANDING AND AGREEMENT I hearby cartify lhat the setback clisfances proposed by tltis petmit applicalion are accurate, and do not violate, applicable ordinances, mles or regulalions of the City of Wheat Ridge or covenants, euements ox tesfrictions of record; that all measureme[ds shown, and allegations made are accurata; thffi I liave read and agree to abide by all condifions ptuRed on tltis applications and that I assume full iesponsibility for compliance with ihe Wheat Ridge Building Code (U.B.C) arid aIl othec applicable VJheat Ridge Ordinances, for wotk pd Utis pemut. (owcmxxcoxrxn.cTOx):sicnED ConstructionValue: Permit Fee: Plan Review Fee;'~ TicP Tax' TOt2l: UZ Description: ~ i.A c(n ;.L S 1~ ~u K`F n; S H J S~• i.cJa ; N lt~> u S r BUILDING DEPARTMENT U5E ONLY SIC: SqF*,`~r.`-°: Zoatin~ Co~n~t~nts: Approval: Zoning: Electxical License No: Company: Vq~' (C+s- Roof: Plumbing License No: Company: ? SFP n ^ Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Apprwal: APPloval: Approval: (7) Tlils pexmit was ismed in accocdance with the pswisiorts set forth in yove appGcation and is mbjat to the laws of the SGte of Colocado anA to the Zoning Regulations and Bvilding Code of Wheat Ridge, ColoraAo o[ any othu applicable ordinancas offfie CiTy. (2) Tkus peimit shall expae if (A) the work autlwrizeA is not commenccA wi@tin sixty (60) deys finm issue dete ox (H) [he builAvng authotiud is svsyended or abandoned for a peaod af 120 days. mll (3) . If [lus pemut wepiras, a new yeanit may be acyuirod for a fee of one-half tlw arnount nomially teyvired, provide~o bchang~ s~'~ bi nror abanedo~vnent the on@nz1 plans and specifications and any suspension oc abanAoivnent kus not wcceeAed one (1) year. If clun4u P exceeds one (1) yeaq fiill feu shz11 be paid foc a new pamut. (4) No work of azry marwa sM1all be done that will chavge the natucal flow ofwatec causing a drainage pcoblem. (5) Conhactor shnll notify the Building Lnspeclot hvenTy-foun (24) hours m advence foz all impectioas and shall [eceive wnttzn apprwal on inspection cazd before pmceedingwithsucwssivephasesofthejob. roval of, a~ryv+ola4onofthe (6) The issuance of e pemut w the approval of drawingv and s~e d ~ 1eo~vs ~ll not be corsshued m be a pemut fw, nor an aPP yrovisioN of~he building coAes oi atry othe~ ordir~ence, law, 6~ Chief Build 9 Inspector Stories: Residential Units: GREY WOLF ARCHITECTURE AkCFRTECTURE tr811S1111[t8lletter DATE: October 15, 2002 SEND T0: Darin Morgan, Chief Building Official City of Wheat Ridge, CO 7500 West29th Avenue Wheat Ridge, CO 80215 303 235 2853 2857fax aROJecr: Rocky Mountain Bottle Company - ISA Stores Relocation NUMBER: GWS N0.02-022.2 SENT VIA: Hand Delivery TRANSMITTED DATE ITEM REMARKS 1 9125/02 ASI #2, For Addition of Two Offces to SE Added 611 attachment covering modification Corner Rm 128 to FP-1 Fire Protection Darin, Per our discussion yesterday afternoon I am resubmitting the ASI #2 for the ISA Stores Relocation Project at Rocky Mountain Bottle Company. I confirmed via phone conference with Sparky Shriver that he has reviewed these documents and expects this work to be done. It is my understanding that this work is approved and these are submitted for your record. Thanks, Paul Kane AIA, CCS C: transmittal only with Attachment #6 to Mark Sanders 303 424 6VU4fax 2601 BLAKE STREET SUITE 400 , DENVER, COLORADO 80205 303292.9707 Faz303-292-4297 GREY WOLF ARCHITECTURE HITECTURE PLANNING INTERIOR DESIGN ARC 2601 Blake SVeet Sutte 400 Demer, caorado 80206 phone 303.292-9107 fau 303.292-4297 \ =v~A'~ Z~i..3 ~~4a i g r e y w o 1 f s t u d i o architects supplemental instructions ~PCp RECx~s,,t<` ~%~,c,~~'~UT 9tr ± 32517, ; rj '27- e7L z - - ~ ~ ❑ , DEMOLI110N NOiES 3 ~Fe~ ~ a~mc nos+rc n aIws msmc oaw um mu~c < a w uvm1 ra ow¢n7 M O NMY CPExNG NE/D t0 Y-Y ~N l0IX CqMY) NID IE41 IM1EL fN EYRMOCO W65 ~ I ❑p 1Y11 YMIKN ff fMTNG ~NL fOR IE~' OPEI~NG. %IONOE INhL AS IEPMNFY E❑ xEUOK Ew51NG ROGIGNG I f RLYOfE PIRB /MO RY4D 910tA Y/M Y ROCM IF`b t G RE K➢S1NG OYOi</A1 OQ'l11 MQ I~V~GE 10 ~ ~ QM qCYOK [q5M1G PREGSL .IMIBS i0 BAE 6 hE IFLS - IDNSC MWiEti C! 51RIICNMK MSTb15 Mtl01 111 'LMK I OOT N -USi 1EE MN6. ME AI.3 fp! C0011 ! iX.WC IN~PWAIMM 1~ qll OPEXIxG ftli YYY PRE 1U MM YEd fpR 9S IND M[WMl f I E: CCq N ME-GSL iFE MN J Qli COFMING fOR NEARA/TMLR Wi Q 0.EY a I I ~ 0 ~ ~ I ~ ~ I O p[uME [ICSIWG f211Ltlt tt£ RWX 4► o 0 a ~ v~ avo~c nvsuc rtoaexc .xo xanc cowdru¢ xd owrn's ""cstaz ~e~.rtuwT mutnKrw ❑ I •OK WST. RL ROM. MFP KN 'C! NSLNIATP! ~ J ~ 51 M Y❑ `2 [M51. pIB RE S~M~ M~ iE . / I I I 1 ~II I I - - ~ I 5 ' - - - t DEMOLITION PLAN I A0.2 us"= r-a' nortl caawo~ ~va_o, Add Offices, Remoue Doors Rm 128 Shtno.z 1" = 10' ASI No. 2- 09/25/02 emolition Plan ~ . . ~ LIGN NEW WALL i I II I ~ i FLUSH TO WEST FACE i OF EXISTING COLUMN I i I CORRUGATED METAL ROOF FLASH TO " zOGA 3 5/8 METAL STUDS I ~ NON-COM PLYWU PRECAST WALL ON 3/4 ' " SIDES W/ 5/8 TYPE X GYP BD BOTH ~ O.C. STEEL RAFTERS AT 24 ON 6 " TO UNDERSIDE OF STRUCTURE SOUTH TO NORTH PITCH DOUWN 12 1/4" METAL PLATE WEST SIDE TO 48" HT. I 20GA 3 5/8 METAL STUDS I I W/ 5/8 TYPE X GYP BD BOTH SIDES HEIGHT 9' TO 10' NORTH TO SOUTH 1/4" METAL PLATE OUTSIDE TO 48' HT. I I CONC FILLED STEEL BOLLARD - MATCH (F )I I ~ OFFICE OFFICE 20GA 1 5/8 METAL FURRING A 12 B 71 W/ 5/8 TYPE X GYP BD FINISH SIDE E E - - - - - - -r - - I - - - - 7 ~ 8 3'-0" x 7'-0° HM DOOR HM FRAME, COORS STD OFFICE LOCK TOP 7/2 SAFETY GLASS, WEATHERSEAL, THRESHOLD MAIN FLOOR PLAN (I J.2A1 ua°=i'-o° n Add Offices 1/8" = 1 '-0" ASI No. 2- 09/25/02 IshtAl.2 Toor Piar cuy woLF S¢uD:o. _ i i i i i i i i i i i Q i i ~ - ---r---- L TIE INTO EXIST. 7 g GAS LINE FOR UNIT HEATERS WINDOW 1/2 GLASS D OR INSTALL HEATER/COOLER FROM SALVAGE INDOW 1/2 GLASS D FR~M NSTALL SALVAGE HEATER/COOLER XIST. GFA FURNA qEY WOIF )91Di0, Add Offices ShtMl.l 1~8" = 1'-0" ASI No. 2- 09/25~02 ower and Comm. T❑ EX LIGHT TO PANEL 25-O1-D10D T i i i - - - - ' 7 Ll 2\ _A 11 Add Dffices SntE3.o 1/8" = 1'-0" ASI No. 2- 09/25/02 ighting Plan ~~w - i , STORAGE 128 i - - - - - - i r~,> REMOVE STROBE, HORN AND CONDUIT TO RVOID NEV OPENING IN VbLL. RELOCATE STROBE HORN AB13VE NEW ~P AC BL S RE IRED, CA SHOULD R CON7INUOUS VICE TO 0 V CE, NO SPLICES. ~ MOVE EXISTIN RECEPTACILE TO NE%T VEB OF TEE AS SHOVN. P 1 5 I I I TO PANEL i 25-Ol-DIOD ~I ~ i i i - ~ - - - ~l i-•-•.- ~ - - - ~ 1SA STORESI ~ I ~ A/C UNIT ~ I ~ A/C UNIT 8 L12\ 11 (R" "°F '`UDi-°. Add Offices SntE4.0 1/8° = 1'-0" ASI No. 2- 09/25/02 ower and Comm. m n SYMBOL LEGEND SYMBOL DESCRIPT[ON UTY, CHROME PENDENT SPRAY SPRINKLER 112 '❑RIFICE, D Q O 0 112 ' NPT, 165' , K= 5.62 (NEW ❑R RELOCATE) HRDNZE UPRIGHT SPRAY SPRINKLER 112 ' ORIFICE, O 23 112 ' NPT, 212' , K= 5.62 IQI EXISTING CHROME PENDENT SPRINKLER T❑ REMAIN, 1~1 EXISTING UPRIGHT SPRINKLER T❑ REMAIN ~ EXISTING PENDENT SPRINKLER T❑ REMAIN. D EXISTING S IDEWALL SPRINKLER T❑ REMAIN, - TDTAL SPRINKLERS THIS SHEET 39 ~ TDTAL SPRINKLERS ❑N JOB 39 ~ ~ I > > 1/4 Jvz 1 1/2 1 vz 11 vz h~z ~ 1 vz ~t v<~ 1~ ~z_o 3 4110 1/8 ~6-2 t/ 6-2 1/ 6-2 1/ g_3 9-3 ~ 9 - I I ~ I I Np I 8 ~ N 0.F.F= lY-Y ~ ~ 1 I 1/4 1 112 1 1/2 1 1/2 1 U2 1/2 11/2 I 1/4 1 g, ~ 4- 4-9 6 1/~6-2 1/2"' ~ ~ ~ 9-3 93 -2 3 9-3 10 I/ 6-2 1/Z 2 112 'x]' MECH T 1p 1 I ~I/2 1/2 1 / tl/ 1112 l 1/4 1 ~ ~ ~ ~ ~ ~ 0 A 4~- T 9 3 9 3 9 3 -6 -9 6-2 I 6-2 1/ 6-2 / - -3 o 1 I NEV OFFICE NEV OFFICE I I I ~ISA ST❑RES AREA FIRE PR❑TECTI❑N PLAN SCALE: e Add Offices shtFP-1 c,3EY wo4 3rLwio. 1/8" = 1'-0" ASI No. 2- 09/25/02 ire Protection ~ . . . 0310112002 09:35 3032924297 uREV b10LF STUDIO PAGE 01/02 GRcV WOLi: 3i,IIDiOac A MIIECTUftE PLANNIN6 IN IO DESIGN fax cover sheet DATE: March 1, 2002 SENDTO: Darin Morgan Rocky Mountain Bottfe Inc. FA% NUMBER: ~ 303.235.2857 d PROJECT Rocky Mountain Bottle Ca. ~ NUMBER 01-022 TOTALPAGES 2 I URGENT J REGLY ASAP ,J PLEASE CAMMENT ~ PLEASE REVIEW ~ FOR VOUR INFORMATION Darin- We already have one accessible exit. I was hoping to delete the wheelchair Ifft. Would you agrea? Thanks Rick Graeff Thank you Grey Wolf Studio 2601 BLAKE STREET SUIT~E 1~"°~.., DENVER, COLORADO 802D5 303.292.9107 greywolFewdio@aol.com ~ y ~ 03/01/2002 09:35 3032924297 6RE`I t^IOLF STUDIO PAGE ~ r ~~04e?,Y4 ~ l:F11~oz ~b'rn cK\ a , y C~` ~ HP OfficeJet Personal Printer/Fax/Copier IdentiFication 93032924297 Result PaQes Tvce OK Ot Sent Fax Log Report for DEVREVFAX 303 235 2857 Mar-01-02 10:47 AM Date Time Dumtion Diaenostic Maz-O1 10:47A 00:00:30 002586030022 7.... 02/13/2002 09:59 303., ~923-, _97 uREY WOLF STUDIO PAGE 01/02 G4CY \ AR MITEC'NRE fex Cover sheet DAiE: February 13,2002 SEwD70 Darin Morgan Rocky Mountain Bottle Inc. PpX NUMBER: 303.235.2857 vaaecr Rocky Mountain Bottle Co. NUMflER 01-022 TOTAL PAGES 2 ~Y-~' J URCaENT J REPLY ASAP -j PLEASE COMMENT ~ PLEASE REVIEW J FOR VOUR INFORMATION oarin- Do we need another exit to the exterior in this space? Thanks Rick Graeff Thankyou Grey Wolf Studio 2801 BIAKE STREET SUITE 600 DENVER, COLORADO 8020.5 303.292.9107 groywdfeWdioo ad.com ~ • 02113/2002 09:59 3032923297 f4 G k- (.Tr'at' Z9 Z - yZ4? 7 GRE1' WOLF STUDIO ~ v ~ ~ $1N V PAGE 0^_/02 ~ Q ..d 8 200Z 97'75 60 EI Qad Pap 6np aseq\(ejnjjazcu2Jtl\03\aill09 ulW 000tl ZZO\:d 02l12/2002 14:01 3032924297 GRE1' b!OLF STUDIO PAGE 01/02 G3'cY WOLF HtJaiOpc ARCHiTECTURE PLANNIN iN7ERl R 0@SiGN fell caver sheet oaTe: February 72, 2002 SEND T0: Darin Morgan Rocky Mountain Bottle Inc. FAJ( NUMBER: 303.235.2857 PROJECT Rocky Mountain Bottle Co. NUMeER 01-022 i TOTAL PAGES Z J URGENT J REPLV ASAP J PIEASE CAMMENT _f PIEASE REVIEW J FOR VOUR INFORMA710N Darin- 1 was wondering if We could shorten the length of the guardrail at the new "Egress Corridor" . See att8tched. Thanks Rick Graeff Thankyou Grey Wolf Studio 2601 BLAKESTREET SUITE40 DENVER, COLORADO 80205 303292.9107 greywolistutllo@aaol.com 02/12/2002 14:01 30329^_4297 \ °'V Y`; GREV WOLF STUDID PAGE 02/02 Z06Z Ob=bS Et Zi Qa~ ani 6Mp aseq\je~n;~a~~U~~v\p~\at~~og u1W 4~30t1 220\ d HP Offi Personal~~tF*t/Copier Fax Log Report for DEVREVFAX 303 235 2857 Feb-12-02 02:19 PM Identificalion Result Paees Tvce Date Time urat on Diaenostic 93032924297 OK 01 Sent Feb-12 02:18P 00:00:37 002586030022 >...o 01/30/2002 15:17 3032924297 u"RE1' WOLF STUDIO PAGE 01/02 GRCV wou 5LVDtovc ARCHITECTURE PLANNING INTERI ftOESIGN I81[COVGf 5hf3E't DATE' January 30, 2002 SEND TO: Darin Morgan Rocky Mountain Bottle Inc. FAX NUMBER: 303.235.2857 cAaECr Rlcky Mountain Bottle Co. NUMbER 01-022 TqTALPAGES 2 J URGEM J REPLYASAP ,J PLEASE COMMENT J PLEASE REVfEW J FOR YOUR WFORMqTION Darin- Here is the proposed pian showing two exists from the Lunch Room. I'll give you a call shortly. Thanks Rick Graeff Thank you Grey WoIFStudio ~ ~ 2601 BIAKE STREET SU1TE 400 DENVER, GOIORADO 60205 303.292.9107 graywolistudloQad.com \ ~ ~ 01/30/2003 15:17 3032924297 6RE1' UlOLF STUDIO a~ ~ Px ~ o a J ~7G v3, J"?' ~ 'S prn3?. J ~ I a ~ ~ cs-_~ I 3 ~ - ~ i~ ~ G. ~ PHGE 02/0'_ ~ ~ ~ E~p J= ~ HP OfficeJet Personal Printer/Fax/Copier Identi£cation 93032924297 Result hages Tvce OK 02 Scnt Fax Log Report for DEVREVFAX 303 235 2857 Jan-31-02 06:55 AM Date Time Duration Diaznostic Jan-31 06:54A 00:00:49 002586030022 za.n DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13630 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/3/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: COORS BREWING COMPANY Property Address: 10619 W 50TH AVE Contractor License No. : 19876 OK. 4I1/02 Company : The Neenan Company Phone : 493-8747 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable WP at Ridge rdinance , for work under this per it. (OWNER)(CONTRACTOR) SIGNED DATE Description : MOLD SHOP ADDITION Construction Value $675,000 00 Permit Fee : $4,065.00 Plan Review Fee : $2,642.25 Use Tax : $8,100.00 Total: $14,80725 Use SAM C_ 'F BUILDING DEPARTMENT USE ONLY Approval: MR Zoning : OK. 411/02 Approval: DM Approval : MJG Occupancy : Walis Phone: 277-5886 SIC : Sq. Ft. : OK. 4/3102. PLEASE SEE ATTACHED COMMENTS AND C.O. REQUIREMENTS (PID) Roof : Stories : Residential Units : Electrical License No : 18046 Company : Piper Electric Co. Expiration Date : 2/28/03 Approval : OK/KS Plumbing License No :20226 Company :Quality Mechanical Systems, Inc Expiration Date : 4/1/03 Approval : OKIKS Mechanical License No : 20554 Company : Innovative Mechanical Systems Expiration Date . 2/10/03 Approval : OK/KS (1) This permit was issued in accordance with ihe provisions set forth in yopur application antl is subject to the laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheat Ridge, Cobrado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue Dale or (B) the building authorized is suspendetl or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-haR the amount normalry required, provitletl no changes have been or will be made in the original plans antl specifications antl any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a tlrainage proDlem. (5) Coniractor shali notify the Building Inspec[or twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetlii thsuccess phases of the job. (6) The' ce f/~~~the aPPmval of drawings and SPecifcations shall not be conshuetl lo be a permit for, nor an aPProval of, any violation of the provisi s o he il r ordinance , law, mle or regulation. ef'y Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: oF W"E" T~ BUILDING INSYECTION LINE - 303-234-5933 Date: ~ a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE 5~) WHEAT RIDGE, CO 80215 - (303-235-2p85V~Yj{~ 7~~ COLORAO~ . ~~~~1~.?-1d1N$~' Property Owner: /i~ i"Phone: 7 7 S CjC1~~ Property Address: 10~'l~ " ` Contractor License No.: r.:.,,,.onv l l~L~`a'' aa i._.'.~1' Vl7 / OWNER/CONTRACCOR SIGNATURE OF UNDERSTANDING AND AGREENIENT I hereby ceRify that the setback dis[ances proposed by this pecmi[ applica[ion are accurnte, and do notviolate applicable ordinances, mles or regulations of the City of WheatRidge or wvenants, easements or restrictions ofrecord; that all measurements shown, and allegations made aze accurate; Ihat I have read and agree to abide by all conditions printed on [his application and that I aSSUme full res onsibility for compliance wi[h [he Wheat Ridee Bmlding Code (U.B.C) and all o[her a licable Wheat Ridge Ordinances, for work under this per¢tit J , q C~ ~ AnJ rL'I✓s 'Phone: 3~'~j `l ~ (y1 5 C9oG Permit Fee:$ 904k0o Plan Review Fee:$ 1,~2112•' Use lax:$ 8(46.00 Total:$js1d1J.Z (OWNER)(CONTRACCOR):SIGZMD / - T IJ Description: BUILDING DEPARTMENT USE ONLY *Jnl'j, SIC Approval: Zoning: BUILDING COMMENTS: ~Approval: L ZONING COMMENTS: LResidentia PUBLIG WORKS COMMENTS: Cj~t ~~i 4`}`oZ ApprovaL' Occupancy: Walls: Roof: Stories: i ~ - ~~~a.r.9. \t+. Co~}lpany: t L~2~v E~cpsahon Date: Z L~ ~ Company. ExpDate: 7v P`~• ZlvbcAr~& ragv (1) 1bis permit was issued in accordance wifi the provisions se[ forth in yonr appiica[ion and is subject to the laws of lhe SIa[e of Colorado and to tlte Zoning . Regula4ons avd Buildiug Codes of Wlieat Ridge, Colorado or any other applicable ordinanas oF[he City (2) Tltis persnit sliall expire if (A) the work autlmriud is not commenced witliin sixty (60) days fmm issne da[e or (B) [he b[rilding antlionzed is snspended or abandoned for a period of 120 days. (3) If tlus permit expires, z new pmnit may be acquimd for a fee of one-half the aznount nomally roqnired, provided m changes hxve 6een or will be mzde m the original plan%and specifications and any snspension or abandonment has not exceeded one Q 1 year. [f chznges have been ar if suspensinn nr ahanArnnnem extteds one (1) yeaz, full fees shall be paid for a new pemit. (4) No work of any menver shell be done that will change Ne nanual flaw of wamr causing a drainage pmblem. (5) ContracrorshallnotifytheBuildiuglnspectorewenty-fonr(24)honrsinadvanceforallinspecrionsandshallreceivewrittenapprovzloninspeawncardbefore pmceedingwithsiwcessivephasesoftlmjo6. violation afthe (b) 17m issuance of fl permit or the approval of drawings and specifica¢ons shall me be construed m be a permit foq nor an spproval of, any provision e biulding codes or my other ordinance, law, rule or regulaeon. f Chief B ing Inspector o~ w~r DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW 1 c°L o R P Date: 4/ 13 oz- Location: lo(,i9 4~ F-'~ Attention: Building Department I have reviewed the attached materials submitted in application for approval of a VPt11w»JL4 at the above referenced address. Please note the suimnary comments below. 1. Boundary Closure: - OK _ Not OK; refer to stipulations. 2. ~ Drainage: a. Drainage plan and report needed b. Drainage plan not needed ✓ c. Lot dramage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and aze: OK Not OK; refer to stipulations. 3. NPDES Permit Required: _ Yes ! No 4. r Public Improvements: a. street paving needed: Yes ✓ No b. curb and gutter needed: Yes No c. sidewalk needed: Yes v No d. street lights needed: Yes v No e. storm sewer needed: Yes ~ No f. letter of credit required: Yes ~No If a letter of credit is required, for what improvements? _ Amount of letter of credit: 5. ✓ Subdivision Agreement required: _ Yes ~ No 6. ✓ Development Covenant required: _ Yes ✓ No If Yes, for 7. ✓ Traffic unpact analysis and report required: _ Yes ✓ No 8. ✓ State Highway Access Permit needed: _ Yes ~ No 9. ~ New roadway or alley R.O.W. dedication recommended: _ Yes ✓ No If yes, what is recommended? 10. ✓ All existing dedicated roadways/alleys meet the standazds of the City: Yes _ No If no, which do not and what is requested: ll. ✓ APPROVAL: The Public Works Department has reviewed this reauest and hereby aives its approval, subject to the above and/or attached stipulations. / ~l_ L _ • L Si aatur vlichael Garcia Date 12. NO APPROVAL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Gazcia Date 13. ✓ Stipulations attached: Yes _ No 14. ✓ SummaryComments: Avy &.aae,o To 7"E,E7cifnni6 Rvac,~ IwtP.eo.iE..ib.tTS as a Z95 e,r oF7lJit Co..isrdve7ioi✓ AS To Be R~r~'~~P 3Y 7W~ /'612w«' '¢^0414~^lr To ery sra,vpN.eof P•e.,oe 7b c•o. rSSu.WCE..4 .tai.vw6E cezr,F,eer,o.✓ zc-qwRSC /~eiea To GO. /SSvpNLE. Files on Enginent\Forms\H1dprmt3.frm RPO os/nn PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 9 3~oz- Applicant -T'1-lii5 NE~NAN GO Phone# 726-caL-Ok33 k.1• So-r++ Location of Construction 1-4-19 Purpose of Construction ft,w~~ nnD: rr_.~ Building Permit Value Single Family _ Commercial ✓ Muiti-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: 00.0 $!oo •.on (for document processing) Single Pamily Residential Review Fee: $50.00 $ (for review of applicable technical documents ) Commerciai/Multi-Family Review Fee: For review of existing technical document fo0.00 $ Loo• o0 For review of technical documents for construction in right=of-way, final drainage report and erosion control plan $500.00 $ Subdivision Improvement Agreement Fee: $125.00 $ (for document processing and recording) pevelopment Covenant Fee: $125.00 $ (for document processing and recording) CDOT Acces§ Permit Fee: $100.00 $ (for document application and processing) Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150.00 Class I Publication/Public Notice = NIA Class II application = $250.00 Class II PublicationlPublic Notice = $90.00 TOTAL REVIEW FEES: (due at time of building permit issuance) $ Zd'~- - o0 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITfONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT•OF-WAY. Signature of Applicant -r--•~ - - D.ate Files on EnginenT/Forms/Reviaw Fees-Building Permit Ap Rev 04/01 DEPARTMENT OF PUBLIC WORKS (303) 235•2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 - LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED -4! 3 / z Dear Contractor: ADDRESS /o&.t `f kl• so-t'H In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Cerfificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing cond.;ion(s) of the public improvements at this address. If you have any questions, piease contact me at 303-235-2868. 1 Sincerely, Michael Garcia, Development Review Engineer cc: File Files on Engineht\Developmenf Review/Forms 8 farm letters\Notification of PI Rastorotion Rev 05/00 F wHeqT o ,p ~ ~ a ~ APPL/CAT/ON FOR M/NOR DUMP/NG/LANDF/LL PERM/T " m . c~C OR P~O 4 APPLICANTS NAME: A%'V 89a4sr ~ APPLICANT'S ADDRESS: IboZ l I~~ ~~?_~5 O ADDRESS OF FILL: [(3419 W ~(!)-I-, A V ' DATE OF APPLICATION: All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: Al/ pub/ic impiovements, when consfrucfed, shal/ be maintained (by the respective individual(s) and/or company responsib/e for the construction of that public and/or piivafe improvement in the iespective deve/opment) on a dai/y basis, oi as needed, such that they aie free of mud and other consiruction debiis tracking from the site. Fai/ure to comp(y with this requirement wi// resu/t in fhe enforcement of Artic/e Specified Nuisances, Section 15-21 (3) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on naturai terrain of less than three (3) horizontal to one (1) vertical siope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Shouid any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 57-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off wiil be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Enginent\Fonn\Fill Pemit.wpd 1 Rev. 03/00 C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 7000 cy or fraction thereof 10,000 cubic yards or over $10.00 ~ $15.00 $15.00 $5.00 $60.00 $4.45 $100.00 TOTAL 5 1532~9 *Wheat Ridg'e Code of Laws Section 5-76. Ail permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.13. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. 1 SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: ~ u- ~6 Ks./uo Appl cant's Signature i Engineer Owner's Signature (if different than above) 1410 Approvyal Date Files on Engiaent\Form\Fill Pemtit.wpd 3 Rev. 03/00 Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. Wheat Ridge Building Department 7500 W 29`h Avenue r- Wheat Ridge, Colorado 80033 3/7/02 RE: New construction addition at Rocky Mountain Bottle, 10619 W 50'' Avenue. The following aze our plan review comments; 1) A fire hydrant shall be located within 150 feet of a Sre departinent connection serving a sprinkler or standpipe system UFC 97 903.2 Amended. 2) A minimum of 3 feet clear space shall be maintained azound the circumference of Sre protection equipmeirt. IiFQ 97 1001.71. 3) All other exit doors in Group F Occupancies shall be openable from the inside without use of a key or special knowledge. UFC 97 12073 4) Emergency lighting battery packs shall be'placed on the normal branch circuit lighting for the area served. NEC 96 Article 700. <=<,5) Emergency lighting is subject to field inspection, additional units may be required. UFC 97 1211.1. 6) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2. 7) Submit a muumum of (3) three sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler and standpipe system. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 10013. 8) All hose threads shall be National Standazd type. UFC 97 1003.1.1. 9) The location of the fue department connection shall be appmved by the Fire MazshaL UFC 97 1003.1.1. Amended. 10) Audible Sre alann signals shall be installed within any building containing a sprinkler system. UFC 97 1003.3.2 (a). Amended. ~ 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 11 Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, ) or remote station service , or a local alarm that will give an alazm signal at a constantly attended station UFC 97 10033.1. ent and 12) V alve monitoring and water flow alarm and trouble signals shall be dist ~t~l~d~iff~rg sl~all be automatically be transmitted to a central, remote or proprietary station. UFC 97 10033.1. 13) Fire alarm evacuation signals shall be subject to field inspection, additional units may be required. UFC 97 1007333. 14) A satisfactloryctons shall be testede LTFC 97 10 ~07d.3 4. ~e Presence of the Fire Marst~al• All y n futi 15) The permitted shall provide written certification to the Fire Mazshal that the system has been installed in accordance with the approved plans and specifications. UFC 97 10073.43. 16) Useable maximum storage height of combustibles is restricted to no more tkian 12'. UFC 97 Table 81-A. ers 17) Verify thaf sufficient electrical receptacles as exRension cord or doorways~tC 97 e not pernutted, nor sl~all flexdble cords pass Uu'ough wa1Ls, ceilings 85063. 18) Fire extinguishers shall be a 4-A rated 10-1b ABC dry chemical type• The required number of units and mounting inf°rmation shall be provided prior to final insPection. iJFC 97 1002.1. Amended. 19) The key box provided on the building shall be relocated to a more accessible location. UFC 97 902.4. Amended. 20) Any code requirements arising from construction. 21) Twenty-four hours notice required for all tests and inspections. LTFC 97 1033.2.2. Sincerely, Kent "SparW' Sbriver Fire Marshal Arvada Fire Protection District CVEv WOLi: )ClIDiO ARCHITECTURE PLANNING INTERIOR DESIGN dINSNMlletter DATE: March 19, 2002 SENO TO: Darin Morgan City of Wheat Ridge ADDRE$$ 7500 W. 29"' Ave. Wheat Ridqe, CO 80215 PRaecr: Rocky Mountain Bottle Company NUMBER: 01-022 SENi vIA: Hand Delivered TRANSMITTED ITEM REMARKS 3 ea Addendum No. 2(Plan Review Response) Full sets stamped and signed Rick Graeff Thank you Grey Wolf Studio Rick Graeff Project Manager 2601 BLAKE STREET SUITE 400 DENVER, COLORADO 80205 303292.9707 greywolfstudio@aol.com 000 DESIGN REVIEW RESPONSE GRCV WOLr ILV171O ARCHITECTURE PLANNING INTERIOR DESIGN 2601 Blake Street Suite 400 Denvey Colorado 80205 phone 3 03 292-9 1 07 fax 303292-4297 Project: Rock Mountain Bottle Company Date: Phase 1 10619 West 501" Avenue Wheat Ridge, CO 80033 Prepared By: Rick Graeff Log # DiSt~ibUtiOn: Building Department Neenan - Owner Lonco- Contracror ReVleWtype: Grey Wolf Studio - Grey Wolf Studio IMS - March 19, 2001 Architectural & Structural 3-15-02 ITEM RESPONSE REF. DWG Ol See revised sheet CS.1 CS.1 02 See revised structural drawings S 1.0 and S2.1 03 A. Per our telephone conversation, no clarifier will be required since the catch P2.1 basin will receive only ioof drainage. B. The new ca[ch basin and stotm line will dcain into an existing storm line, as indicated on the revised Plumbing drawing P2.1. 04 Rooms 115A, B, and C will be used for "S-Y" low hazard stocage. See revised drawing A1.2 A1.2. OS There was a detail reference error. Detail refeience 7/S2.0 should have read 7/52.1 S 1.0 and S2.1 G R E V W O L F ) i U D i O P:A022 Rocky MM BottleAResponseAbld dept response-031902.doc 7500 WVest 29th Avenue Wheat Ridee. Colorado 80215 Llephone 303/ 235-2868 FAX 303/235-2857 February 25, 2002 Mr. Kenneth Harshman Grey Wolf Studio 2601 Blake Street Denver, Colorado 80205 The City of W]Ze[lt Ridge Re: Coors Bottling Company - First Review Comments of Drainage Letter, Survey Information Dear Mr. Harshman, I have completed the first review of the above referenced documents for Coors Bottling Company addition received on February 22, 2002, and have the following comments: Drainage Letter 1. Please provide P.E. seal and siqnature on the drainage letter submitted. Survey Requirements 1. The proposed P.I.D. has been forwarded to the City Surveyor, Mr. Dave Brossman, P.L.S. for review. This document has identified an Easement to be dedicated by Plat to the Valley Water District. The Easement may be dedicated by a separate instrument rather than re- platting. The applicant shall submit either a Plat or separate Easement instrument for review and approval. Subsequent comments will be coordinated in writing to the preparer of this document. 2. The Easement will need to be recorded with Jefferson County prior to approval of the development. 3. All other easement shown on the P.I.D. document shall be described either by bearing and distance or by reference to the book/page or reception number of the document where it is described. The vacated portion also needs to be described. 4. Correct spelling error in legal description. Any questions related to these survey requirements can be addressed to Mr. Dave Brossman, P.L.S. at 303-235-2858. •Traffic Engineering A copy of the construction plans has been forwarded to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., for review and had no comments. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, City Surveyor Meredith Reckert, Sr. Planner File(3) rockycnfibtl_review l .ltr W"f Wright Water Engineers, Inc. 2490 Wes[ 26[h Ave., Sui[e I OOA Dern-er, Colorado 8021 I (3031480-I700 TEL (3031 4801020 FAX Ms. Meredith Reckart Senior Planner Ciry of Wheatridge Planning and Development Departrnent 7500 West 29O Avenue Wheatridge, CO 80215 February 5, 2002 vwwv_wnghtwater_com/~Nve/ e-maiL krwrigntC wnghtwzrer. com Re: Rocky Mountain Bottle Company Planned ]ndustrial Development Amendment Dear Ms. Reckart: Wright Water Engineers, Inc. (WNVE) had prepared this letter to summarize our review of drainage implications of proposed amendments to the Rocky Mountain Bottle Company Planned Industrial Development (PID). Coors Brewing Company (CBC) is seeking amendment of the PID to allow construction of two new buildings on the site. The two buildings would include a 10,000-fr2 maintenance shop addition and a 3,833-ft2 locker room addition. In addition to the proposed new buildings, the PID amendment would reduce the size of a future expansion area by 13,833 fr2 (the total area of the proposed buildings). CBC asked W WE to review plans for the proposed amendment with respect to drainage issues. W WE is very familiar with the site, having prepared the Stormwater Management Drainage Plan for a proposed expansion at the site in 1993. In addition, WWE has recently visited the site and studied the drainage system. From an engineering standpoint, the proposed amendment will not alter the drainage of the site. The Iocations of the two proposed buildings are areas that curcently are paved with asphalt and, consequently, are impervious. The proposed amendment would result in replacement of an asphalt surface with a roof surface and would have no practical effect on the amount or rate of runoff from the site. lf you have any questions or comments related to our findings, please feel free to contact us to diswss the issue further. Very truly yours, WRIGHT By T. Andrew Earle(s, Ph.D. I Water and Civil Engineer 811 E. Jones, P.E. :wtive Officer C V 51-040\S I 00tlo\LVMReckan2-4-02.doc GLENWOOD SPRINGS DURANGO 1970) 945-7755 TEL (970) 945-9210 FPJ( 19701 259-741 1 TEL (970) 259-8758 FPJ( City of Wheat Ridge, Colorado ~ Bnilding Division Plan Review Correction Notice Address: 10619 W 5011 Avenue l Owner: Coors Contractor Neenan ConstructioA~g 1'roject: Mold Shop Addition Oceupancy: F-1 Valuation: , llate: March 15, 2002 1/~Provide a complete code analysis for proposed project. 2.~,Frovide a footing detail for the existing silos that are to be relocated. 3✓ Indicate where the proposed catch basin will drain and through what type clarifier. 4. ✓Specify what happens in room 115A, B, C. 5✓Provide complete details of structural for the proposed roof structure at the northeast corner of this project, detail 7-S2.0 does not appear to be correct and no connection details appear to be included ~ ~ith plans for this area. 6.vlncorporate all changes into three complete stamped sets of plans for resubmittal Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank You, Darin Morgan Codes Administrator BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at -iv( L~ ~L' I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. 7v 1~n Date Inspector for Bulltling Dept. DO NOT REMOVE THIS TAG FORM WR6-22 Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENCTE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WfIEAT RIDGE BUILDING CODE, ZONING AND OTFER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 12695 Cullet Bunker Concrete Replacement OWNER: Rockv Mtn Bottling Co: ADDRESS: 10619 W. 50`t' Avenue PROPERTY ADDRESS: 10619 W. 50th Ave. Wheat Rid e CO 80033 DATE 11/21/O1 CHIEF BiTILDING OFFICIA ZONING ADMINISTRATOR INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD y , fOBADDRESS ~C, C C ~ BUILDING PERMIT N0. DATE ISSUED TYPE CCUPANCY OWN6R. . CANTRACTOR SETBACKS FROM PROPERTY LINES: NORTH ~l SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic O. ~c G p . G Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electricai Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing E Insulation J Drywali nailing Roofing Refrigeration Electrical underground Final Electrical Plumbin Heatin & Ventilation Frame G R.O.W. & Drainage Fire Department Parking & Landscaping C. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13278 BUILDING INSPECTION LINE - 303-234-5933 Date : 12/19/01 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE COMPANY Property Address : 10619 W 50TH AVE Contractor License No. : 19686 Phone: 425-7842 Company : LASER ELECTRIC, INC. Phone : 922-5456 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; at all measurements shown, and allegations made are accurate; that I have read and /are o abid by all conditio printed on this application, and that I assume fulr mpliance wit e Wheat Ridge Building Code (U.B.C.) and all other applicable W ordinances r work under this permit. (OWNER)(CONTRACTOR) L'C-ZA-6I Construction Value : $6,682. 00 Permit Fee : $139. 25 Plan Review Fee : $0. 00 Use Tax : $100. 23 Total: $239. 48 Use: Description : INSTALL LIGHTS, OUTLETS AND HOOK-UP EQUIPMENT PER ATTACHED DRAWING BUILDING DEPARTMENT USE ONLY N.,:,..,~~ SIC' Sq Ft Approval : Zoning : Electrical License No : 19686 Plumbing License No : Mechanical License No Company : LASER ELECTRIC, Company : Company : INC. Expiration Date : 2/28/03 Expiration Date : Expiration Date : Approval: OKIKS Approval: Approval: (1) This permitwas issuetl in accortlance with the provisions set forih in yopur application and is subjecl fo the laws ot the Stale of Colorado antl to the Zoning Regulations and Builtling Code of Wheat Ridge, Colorado or any other applicable ortlinances of the City. (2) This permit shall expire iF (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the builtling authorizetl is suspended or abandoned tor a perioU o(120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have been or will be matle in the original plans antl specifications and any suspension or abandonment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work o( any manner shall be tlone ihat will change the naWral flow of water causing a tlrainage probiem (5) Contractor shall notify the Building Mspector hveny-four (24) hours in a0vance for all inspections antl sbali receive written appmvai on mspeceon card before proceediing wtth successive phases of the job. (6) The issuance of a permit or the approval of drawings and specificalions shall not be consVUed to be a permit for, nor an approval of, any violation of the pn ons of the ilding codes or any other ordinance, law, rule or regulalion. ef uildif nspector Dec-11-01 03:45P DEVREVFAX 303 235 2857 p,pz DEPARTMENT OF PLANNING AND DEV ;LOPMENT Building Permit Number: BUII.DII'IG INSPECI'ION I:INE - 303-2: 4-5933 Daze: CITY OF WAEAT RIDGE ~ 7500 WEST 29TH AVENiTE R'HEAT RIDGE, CO 80215 -(303-235-21 SS) ~otoana° ryd ♦~+~/~~t APPirl4 4~1 d dVY • Ptoperry Owner: Property Address: 1 o I. i 9 w. Se P"tyc Cc Uf 3 Phoae : 303 - y z S-7KY'Z ConRactor License No.: i9 bK 6 Company: Phoae: 3c3 S4 5 t- OWN6A/COM'RACTOR SIGNA?UItE OF UNDEASfA14Dp7G AND AGRSEFIINT I hereby wtify 26et the setback distences propoud by,ihis permit appiica4on s e ecct¢xte, ud do aot violafe tpplicabie ordinmces, cules or regdaGOOS of Me City f Wheu RidQe or covenmts, emements or restricdona of record; thnt di mesururemeo s showq md elleQaiions made ere eccuxete; thet I have road and sgree ro ebide by i ! wnditions printed on this epplicstion end ihat I nssww full respo¢sibility f ~r wmplimce with the Wheet Aidge Building Code (U.B.C) aud dl other appiiceF : Wheu Ridge Ordinmces, for wotk under tlus petxnit. ~ COILSLLIICCIOIIV31llC: (0(-182--04' Permit Fee: Plan Review Fee: Use Tax: Total (OWNERHCONtRAMOR)'SI(i[~D___~~~_DAIE -C+r Description: J BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: LONINO COMMENTS: Approval: Zoning: BUILDINO COMMENTS: 4 Approval: / Pusuc Woiuca CoMraeNrs: u ' Approval: Occupancy: Wal[s: Roof: St ries: Residential Units: ElecCica( License No: - 19 601 Plumbing Liconse No: Company: Lj~-s4r Company: Mechanical License No: Company: z-ze -o3 Expiration Date: Expiration Date: Expiration Date: Approval: ApprovaL• Approval: (l) 2hia pumit was iuu<d ia aecorduu wiW the pmviuons set !orth in yaur opplimti n md is mbjeet a We lawt of ehe Swe of Colando md ro tha ledn6 ReQUlariam md Buildini Cidest OfWheat Ridt<, ColoreAO ot mY aMv ypli<abie vEimncn afthe Cay. (2) 'ILia pamit sha11 eryitt if (A) the work mthonzcd is not commeoced wiWiu axry 1:0) dqs from iau<date w(B) the building mlhoriud'u aaspmded a abandonad for a period of 120 daya. ' (3) Hthis yami< mep4u, a new pumi[ may be acqu'ved for a fae o[ one-0aif the ama¢ [ vamN1Y ~9~d. Pmvided no chm`es Ww bem m will Ee made in th<ai`iodplaumdspeci6uRmsmduyautpenaimwaba¢doGmenthssaotua dedom(I)yw.7Tchmguhrnbemacifsnpwoaiovaabandovmmt a:uadi om (1) year. fWl frn shtll Ee paid fir a oew, pmmit. (6) No woh of auy mamv thall be done Wat wi71 chan6e ihe ¢mvd flow a! watc mi dng a dnivyv problem. (S) CmtrxWrshaLLnotiryWeHuildin`IDapeuocrxmry-(our(26)LouninWva¢aforal iaspecGOmauOxLaLLrecavewrtReaapP:ovalonia.'pectlaneocdbetorc proceedingwithtuecuvveyhu- ofthejob. (6) 'Ne iS avaee f a pmmit a the approW oE dn.rivgs ovd apeciSUROw sWII nd' e comtrued m be a paroit fw, nor mapproval M. my violatiou otthe provi»on~f e bwW` coAa or any othv ord'wavice, law, rvle m rcyWation. 2~ 3 4 51 R I B I I - I G I J I K L EODIPMENT ROOM 103 Q I i" EMT (308 RED U8 WHr, 1.8 GRN) LP TO L I j MCC 25-02-S8A CONTROL POKER PANEL I 1~2 3 7 9 1 13 51 G 17 11D a I 19 Y L10 I it i 3 ;RAILER i I I I I m l i i I i I I I~ I I I I I ~ i 1 ~ s I I 0-' 4 I ) I I I I i -_f _ _ _ I I I I '-7 I i I I I I j I - I 1 I , I ~ •i j - t I i 11 I > I~-~'__ I~ 1 I I II I I Ii f- : e tL L. j p EN411FERIRC OPPICES IIP➢FR :EYEI ♦ ♦ - ~f ' f I7 ` ~ i ~ I I I I ilk/ '11 '1 I it o SlI!- LxHR LEV-- L ~I II i . r, ~ ~ ~IIII1 i i L "Ef _ x r~ V j I III ' ° ° Y' -h I I«J•! 7`,~ FT i TT U 11 ._._._.__.1.._._._._.. _ .I III 'Hat Row i lv~ r -I o i I I - i 0 i -i-~ - _ _ i ~ I i i I ;III, '\c all 17 aaaaaa E __L_ T 1 ; d - I I I I• I ~ I li I I ICI I ~ I~ I I . i I ~ I ) r I, I I .A m I I I ! I ~ o -I - -a M „ - I I - I I I 18- - I i L J i I I I i .l ' I 01 . -1 p A i OA~ - - I I ' I j I --T-------- --I - - -----0 _ I _ I i I ~ ilJilLl;lllllll i i i i i I r I PE pI~2P0e d i I I I ~ I I I I I,~ j I ew.r axx t i I I ~ I I I I I~ 1 I I I I I ~c n R~ax I I I I I ' ~I I I 1 1 I I I I I I I ~ I ) I I I II _ j I 1 _ - - 7 I I ~ i i I I _ A.w ovV I I j i ~I Its 1 I 1 ! 1 N 4 5i vT I i I q i I u I I j I f i ~ f ktl I ti,' 11 i' REV CHG. CODE BiM owe. E,~I.F<,IIO1Plq,,,lArylN,n,w NAME COORS BREWING COMPANY n.i ! 110! 1 ml - 11/2/01 cwc. IG TI G~O,UT~T,S Wdo - E" ¢ c ~1 a n s Een Iss Ff DwNDJD/BECo ¶ d , r o oD itl2/C1 EN:R_SP AY~_,_ . ~,RSc.... SDJD/BEC - s,nfoa,P ,~l l c' a 9 uM ,EE: UIPMFNT ROOM Pw urNS ICS Nis T L _ Wit, LECTRICAL PLAN „ II MAIN PLANT FLOOR PLAN . a REF- DWGS. Aura sr. I~iw oiE nery °A-.ESS OhffR515r. SPEC TITLE em nq <apaep All EoMnmb as FINISH "EST ASSz43;° SCALE 54T.. ? ~ C ad~u7 t„)rash X%X lllt! by . AW4 :aon 9r !A, cw«i. RAD FS Stb: *o.\G. REV THIS DRAWING COWORM9 ''+ACilON RADII 4 EB256,65,$7 MS: EB2 166587 002.DGN TD ~Sa wlac CD~NS TDS- CfGIGN CONTROL ~ rc DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13258 BUILDING INSPECTION LINE - 303-234-5933 Date : 12/14/01 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE COMPANY Property Address: 10619 W 50TH AVE Phone. 425-7839 Contractor License No. : 19686 Company: LASER ELECTRIC,INC Phone . 922-5456 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abid y all conditions printed on this application, and that I assume full re s lity fo o pliance with lhe Wheat Ridge Building Code (U.B.C.) and all other applica Wh t Rid or 'nences, for work under this permi (OWNER)(CONTRACTOR) SIGNED DATE " I Construction Value . $8,812.00 Permit Fee $167 25 Plan Review Fee : $0.00 Use Tax : $132.18 Total: ~ $299.43 Use : Description : INSTALL POWER FOk THREE WALL MOUNT VENTILATION FANS. INSTALL POWER FOR THREE COLUMN MOUNT COMFORT FANS. (SEE ATTACHED BEHRENT ENG. SCOPE OF WORK & DRAWINGS) BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : Approval : Zoning .n l4_ li OK 12114101 mm Approval: DM NNO .e, . A-. ~"Ab ; Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (1) This permit was issuetl in accordance with the provisions set forth in yopur application antl is subject ro the laws of the State o( Colorado antl to ihe Zoning Regulations antl Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abantloned for a period of 120 days. (3) It this permit expires, a new permit may be acquired for a tee of one-half the amount normalry required, pmvitled no changes have been or will be matle in the original plans and specifcations and any suspension or abandonment has no[ exceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full (ees shall be paid for a new permit. (4) No work of any manner shall 6e done that will change the natural Flow of water causing a drainage pro6lem. (5) Contrector shall notify the Builtling Inspector lwenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before procee with succes 've phases of the job. (6) T an ~~y~or cothe approval ot drawings and sPecifications shall not be constmetl to be a Permit for, nor an appmval oi, any violation ot the prov on of t k d tles or any other ordinance, law, mle or regulation. 77Chief Building C spector Dec-11-01 03:45P DEVREVFAX Ja1o ti- z-`=1 I V 3 303 235 2857 P.02 DEPARTMENT OF PLANNING AND DEV. :LOPMENT Building Permit Number: BUII.DING INSPECTION LIlVE - 303-2; A-5933 Daze: I 1- ~~-O 1 CITY OF WHEAT RIDGE ~ 7500 WEST 29T'H AVENUE WFIEAT RIDGE, CO 80215 -(303-235-2! 55) ~ocoaao° ~~PLAWTION PtOpetty OWaer: Roc.Y (Y~c,..~,}tuV i3e tk\-~ (e.-~pr..vy PropertyAddress:IrbicYw-Soi3t 8,s -36 phone:3c3-`1Z-S'74s39 ContractorLicenseNo.: 19 b4{ Company:~Sc.^ ~\acFr-:~inr~. Phoae: nC3-h22-S`/SJa i S7GNATURB OF UNDERSI'ANDING AND ACRSEhIINT I hereby cutify that the setbnek dirtences propoxd by,Mis permit applicatlon a e aca¢ate, wd do aot violate applicable ordinences, mles or regulations of the CiTy f Wheet Ridge or covenanu, eaaements or rcstrictlom ofrecord; tbat dl meacuremeo , showq md eilegations made ere eccureie; IDai I have mad and agme eo ebide by i 1 conditioat printed on this epplication end Net I usume full rosponsibility fr compGmw wfth ihe Wheat Ridge Building Code (U.B.C) and NI offim applicaE : R'heat Ridge Ordinmces, for work under this pe[[nit. CORS17UCt10II V31llC: kA '00 Permit Fee: Plan Review Fee: Use Tax: Total: (O WNEA)(CONtRnCiOR) ' SIGCffD ~ DATE f 2- i Z-G ( Description: -.rs-~ u-44c.-.~r.4t~ ~a\.✓..~.~. ~~~i...+.«r: "~C v~v) <1.^uwc~.~u S~c113 c oE- ~ BUII.DING DEPARTMEN7C USE ONLY . SIC: Sq.Ft.: ZONINO COMMENTS: Approval: Zoning: BUI{AINO COMMlNTS: .Oli. /'7.. /Js~ Approval: v ~ Pusuc Woiuca CoMMewis: ' Approval: Occupancy: Walls: Roof: St,ries: Residential Units: Elechical License No: 1c1 bcg ~ Plumbing License No: Mechanical License No: ~l CompsnY Ln.Se~Ci«3n+k•Company: • ^ ~~y„ Expiration Date: "z= 7-K'o 3 Expirafion Date: Expiration Date: Approvat: Approval: Approval: (1) 7Uie peimit was issued in accordance vnN ihe pmvidans ut!oRh in your appliwtl o md is fabject w the Imf of the $tete of Colwado md m Ihe Zodng AeQUlatioas md Buildiug Codee o! WhwRida<, ColwaAO a oey otha appliuble uEimncw of the Ciry. (2) 'ISis pmmit shatl upue if (A) fhe work rodLorized is not commeuced witAin sixry 1 0) days from urue dam w(H) Uie bwldivg mNeriud'u auapmded or abendoned for a paiod of 170 days. (3) IfPoia pe[mit exp'vu, a mw➢~ross« maY be acqa'ved fur a fae of om-hdf din am.a ; volmelly roqu'vvd, pmvided no chmgu have berm or will ba made a theoripiadplaaamd spwiEeationsmdanyaurpensionorebendoameethaseotn<.e deCme(1)yev.lfehmgahrvebemorifinepmsionorabmdoummt ezceedi ane (1) yea, fWl feu s4Y1 be paid for e uew pe.mic. (4) No wo[k of +ny mavno- vhall be done Nat will cLavHe the vanud flow af wstv c:u dng a dreiasga pmblem. (5) ContacmrshsllnotirytheBUild'wgIDSpeuortwenry-fa. (24)houninadva¢ceforU wspecGOmandshallttceivewrtttmspDrovalooiwpecuaneWbetore proceeAngwithmccmaivephumofthejob. (6) the ieauanee of a pmmit oe ths approW of dn.Kaga and speci5utious ilidl na a wvs7uW ro be > pmnit for, vor an .pproval of, my violatiou otMe prowionn of t6e buil [ Ees r my oNer oNivavice, law, ruie or reNlsUOa. Cbief Buil g It~ 9 tor / Dec-11-01 03:45P DEVREVFAX ~tP4 . Company : LASER ELECTRIC, INC. Address: 2789 W. ALAMEDA AVE. City: DENVER State: CO Zip: 80?19 Type of License: Electrical Contrector 303 235 2857 P.01 CkyLic: 19666 Phone:922-5456 Fax: 922-9939 Date Issued 2128/02 Expiration Date : 2/28/03 CHIEF BUILDII GINSPECTOR LASER ELECTRIC, INC. 2789 W. ALAMEDA AVE. DENVER, CO 80219 001- ~ . j4~~ a- When It Has To Work RMBC Miller Street Warehouse Ventilation Upgrade Mechanical scope of work Reference drawings: Roofplan, Eastelevation, Southelevation, Structure, Sheetmetal Scope of work 3 wall ventilation fans are to be installed in the Miller street warehouse to provide ventilation and balance heat loads. Fresh air is to be made up through 18 louvers with filters and backdraft dampers. Comfort air is to be provided to personnel stations by 3 column mounted fans. Construction activity . Install (18) louvers in sawcut openings. Caulk outside seam airtight. Check dampers for free operation. Install filters. . Install (3) backdraft dampers, fans and wall hoods. . Install sheet metal transitions simultaneously with fan support structure. Caulk mating face of flange. Caulk outside seam at wall. Flash inside wall opening with formed angle. Install safety screen; cut relief in screen for power conduit. . Install (3) comfort fans on fabricated brackets. Locations to be determined by Operations. Direct fans to personnel stations. _ 17~ -J L~ SC,Akk"\ ~ - o-Y, ~~~r5y Xl~lb A ~ yb`1h~- ,7:. - ~FWlHEqr~ City of Wheat Ridge °OtoRaa° Commercial Fence PERMIT - 061159 PERMIT NO: 061159 ISSUED: 11/29/2006 JOB ADDRESS: 10619 50 TH AV EXPIRES: DESCRIPTION: fence - coincides w/landscape permit 061094 -plans attached CONTACTS gc 303/975-9399 Chris Willis 06-0203 CTM, Inc. sub 303/469-1317 Vern Knorr 06-0207 Metro Fence Company owner 303/425-7711 Coors Brewing Co. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees .00 TOTAL .00 Comments: okay- MR: 11/29/06 ' coincides with Permit #061094 I hereby rtify that the setback distances proposed by this permit application are accurate, and do no[ violaCe applicable ordinan e, rules or regvlations of the City of Wheat Ridge oz covenants, easements or restrictions of record; that a11 measu ment d allega[ions made are accurate; that I have read and agree [o abide by all conditions printed on [his appl' tio ~t t assume full i ility for compliance with the Wheat Ridge Building Code (I.B.C) and a11 other app e t Ri g Or ' es, for work under thie permit. 4tans subjecC to field inspection. Signature of 1. This permit was issued in accordance with [he provisions set forth in your application and ie eubject to the laws oE the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This pesmit shall expire if (A) the work authorized is not commenced within sixCy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this pecmit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plane and specifications and any suspension or abandonment has not exceeded one (1) year. If changea have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Evilding Inspec[or twenty-four (24) hours in advance Eor all inspections and shall receive written approval on inspection card before pmceeding wi[h successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall no[ be construed to be a permit for, nor an approval of, any violation of provisions of the building codes or any other ordinance, law, rule or regulation. All plan rev~fs subjot t ie jnspections. Signature%LoPeSief Building fffical~ da[e INSPECTION REQUEST LINEo (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUEST$ MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWZNG BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: `oF w"EA',~ BUILDING INSPECTION LINE - 303-234-5933 Date: ~ o CITY OF WHEAT RIDGE I " m 7500 WEST 29TH AVENUE pLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) c~(ORPD~ MINOR APPLICATI(1N Property Owner: Property Address: g I01O 6`"1 w' k1k~,~ phone: Contractor License No.: po_p \n~ ~~P~ ' Phone: Company: ('`iTl~ 61~~ (4~{!/[L1 YVI~.I.~ ~ ) C ~ u ~ \ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat Ridge Ordinances, for work under this permit. Plans subject to field inspection. (0 W NER)(CONTRACTOR): (OWNER)(CONTRACTOR):PPoNTED DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax: TOt31: $ Use of Space (description): Description of work: G~S Lq Sq. Ft. added BUILDING DEPARTMENT USE ONLY COMMENTS: Approvai aYJA V^l ~ /o(^ VJ 2oning: COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENTCOMMENTS: Approval: SIC: Walis: Roof Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval' Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado oranyother applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonment has nolexceeded one (1) year. If changes have been or if suspension or abandonment ezceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be wnstrued to be a permit for, nor an approval of, any violation of the provisions of the building codes or any olher ordinance, law, rule or regulalion. All plan review is subject to field inspections. Chief Building Official 'Vte 11/27/2006 MON 08:08 FA% Zoozioos io, fq-1z~~.H )q(,C- /"1 A7~RI A LS 8z-l-)c K ViQ/ yC c~9R"V0 IN Metro Fence Company, Inc. 11706 Teller 3treet 8=oomfield, CO 80020 ( iMC. (303) 469-1317 DAAWN Oz: 11/z2/06 sGLE: CAGm= Rk'VI860: 11/22/06 FILe: ] ef 1 Received Time Nov•21• 6:09PM 11/27/2006 DiON 06:08 FA% f4009/OOa ~ 6 5J8 DQ qp 1 5!S D p io o:. ° o fo 1 ` ~ a q.e :e ~ e °!6 •°s I~ 14•`►I Metro 8ence compeny, Tnc. 11704 Teller Streat Hroom£ield, CO 80020 (303) 469-1317 nn7.erta ax: 11/22/06 acwe: pspF: . REVISF.D: 11/22106 PIi,e: 1 0[ 1 Recelved Tlme Nov.27. 6:09PM c wH"4r City of Wheat Ridge cot oRaF Miscellaneous PERMIT - 061094 PERMIT NO: 061094 ISSUED: 11/14/2006 SOB ADDRESS: 10619 50 TH AV EXPIRES: . DESCRIPTION: lawn sprinkler system CONTACTS gc 303/975-9399 Chris Willis 06-0203 CTM, Inc. sub 303/371-6600 James Murphy, Jr. 01-8491 Murphy Company Mechanical Cont owner 303/425-7711 Coors Brewing Company PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: , 38,000;00 FEES Permit Fee. 679.39 Total Valuation •00 r- Use Tax 684.00 TOTAL 1,363.39 . Comments: subject to field inspection Murphy Construction must renew license before inspections are done I hereby certif that the setback diatances proposed by this permit application are accurate, and do not violate applicable ordinances, e or regulationa of the City of Whea[ Ridge or covenan[s, easements or restrictions oE xewrd; that all measuremen eh n, d allegations made are accurate; that i have read and agree to abide by a11 mnditions printed on this applicati and t ssume full responsibility for compliancLe with the Wheat Ridge Building Code (I.B.C) and all other applicab e~Wh ~dg rdi for work under this perm;t.Plan7 subject to field inspection. Signature tf contractor7owner -1° 1. This permit was issued in accordance with the provisions set for[h in yovr application and is subject to the laws of the 5[ate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work avthorized is noC commenced within sixty (60) days from issue date or (H) the building authorized is suspended oz abandoned for a period oE 180 days. 3. If this permit espires, a new permit may be acquired for a fee of one-half the amount noYmally required, provided no changes have been or will be made in the original plans and apecifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner sha11 be done that will change the natural flow of water cavsing a drainage problem. 5. Contractor ehall notify the Huilding inspector twenty-four (24) hours in advance £or all inspections and shall receive written approval on inspection card before proceeding with euccessive phases of [he job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approva f, any violati the provisions of [he building codes or avy other ordinance, law, rule or regulation. All pla~ew isAitbj t i1d inspections. Signa of Chief Buii ng Offical daCe INSPECTION REQU85T LINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Number: oF w"EqTR gUILDING INSPECTION LINE - 303-234-5933 Date: : b CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~~~Ra~° APPLIGATIQN Property Owner: c.QnKb ckEw~u u" Property Address: 16tpl 9 15 64D11! AVe Phone: _~b3' yZ5-77/I Contractor License No.: ~3 Gt~`j .~?~q Company: G''~'~.~ IM(__ Phone: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina Deat. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are Va~Ue:$ 3g L~~ accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Rid9e or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all PCI1rilY. FCC:$ conditlons printed on this appli ' n and that I assume full responsibility for P12I1 ReV10W FCB:$ compliance withiheWheatRid ui ing ode(I.B.C)andallotherapplipbleWheat Ridge Ordinances, for work u er er . lans sub'ect field inspection. jJSe 'j'a7{: _ G'Ltl (OWNER)(CONTRACTOR):SIGNED DATE TOY31:$ Use of Space (description): Description of work: L~}Q,c,,~y-p& /l~3x ~/Z1D0b ~ i"Vo9~i aA ! S9{-0 Sq. Ft. added COMMENTS: Approval: Zoning: COMMENTS: Approval: WORKS COMMENTS: APPfOV2l: DEPARTMENT USE ONLY IRE DEPARTMENT COMMENTS: I I APPfOV21: lOccupancy: Walls Roof Stories: Residential Units: Electrical License No: Plumbing License No: 1I$0 Mechanical License No: Company: Company: r(tMpMq 6~us('(t,aql~.,• Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval Approval: (1) Thispermitwas Co ces of to l theZoning Regulatioslad BuIdng Codes of rt Wheat RidgePl Colo~ado or any ojthert applicable ordinant the City. (2) This permit shall expire if (A) the work authorized is not commenced w ithin sixty (90) days from issue date or (B) the bui ing authorized is suspended or abandoned for a period of 180 days. rovided no chan (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p 9es have been orwill be made in the original plans and spedfications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspedion card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specif cations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building wdes or any other ordinance, law, rule or regulatlon. All plan review is subject to field inspections. Chief Building Official 7500 West 29th Avenue Wheat Ridge, Colorado 80033 3031235-2855 Fax:3031235-2857 February 26, 2004 Rocky Mountain Bottle Co C/o Dan Amlagost 10619 W 50`h Avenue Wheat Ridge, CO 80033 RE: Office Remodel alan submittal Dear Mr. Armagost, The City of Wheat l~i•dge I have reviewed your submittal and have the following comments, 1. Complete highlighted areas of the permit application form. Contractors licensed with the City are required. 2. Provide complete electrical, mechanical plans. 3. Provide a complete sprinkler layout plan. 4. Specify wall construction. 5. Provide door and window schedule, including size, hazdware, frame and door type, rating. 6. Provide exit and emergency lighting plan. 7. All doors are to meet handicap accessibility requirements related to maneuvering clearances. Provide four complete sets of plans, three to our office and one set to the Arvada Fire District for review and approval. Contact the Arvada Fire District regazding separate permits for sprinkler and fire alarm modification plans. If you have any questions or comments, please contact me at 303-235-2853. Sincerely, ~ Darin Mor a , CBO Codes Ad istrator ~Cc address file Arvada Fire District, 6503 Simms Street Arvada CO 80004 - 2. Article Number 7160 3901 9644 2844 3650 3. ServiceType CERTIFIE ~ 4. Restricted Delivery? ( . e) ❑Ves . 1. Article Atltlressetl ro`•. ' [drJ/; '-Cao-rsBrewang1,C~pa9 2.0. ~aox4o3o CjoCden, (,'O 804 ~ A. Racaivatl by (Pleeea Print Cleerly) I B. Date oi Delivary C. X D. Is tlelNery address diHerent irom ilem 17 ❑ Va It VES, entar delivery edtlress Celow: ~ N. [i,:y+ _ K~ 7500 West 29th Avenue Wheat Ridge, Colorado 80033 3031235-2855 Fax: 303/235-2857 The City of Wheat RI"dge January 20, 2004 Coors Brewing Company P.O. Box 4030 Golden, CO 80401 Certified Article Number _i -1 - - I SENDERS RECORD Re: Rockv Mountain Bottle Comoanv -10619 W 501" Avenue Wheat Ridge, CO 80033 To Whom It May Concern, It has come to our attention there have been new offices constructed at the above referenced address without benefit of a building permit or inspections. The Arvada Fire Protection District discovered this as a result of an inspection in January of this year. The City must require that four sets of building plans indicating the changes be submitted for building permit review no later than Februarv 16 2004. If you have any questions or comments related to this issue please contact me at 303-235-2853. Sincerely, Dazi ~n Mor , CBO Codes Administrator Cc address file Arvada Fire Protection District 6503 Simms Street Arvada, CO 80004 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Rldge Mazch 4, 2003 Kevin Vrba Grey Wolf Studio 2601 Blake St. Suite 400 Denver, CO 80205 Dear Mr. Vrba: This letter is to verify our telephone conversation today pertaining to the revised landscape plan for the Rocky Mountain Bottle facility. The plan was submitted to this office for review on February 25, 2003. This letter shall confirm that the proposed modifications have been approved. I will retain the copy of the revised landscaped plan in the building file for inspection at time of completion. If you have any questions, I can be reached at 303-235-2852. Sincerely, Mary Au m, AICP Planner, Community Development cc: Building File COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 14992 1 /6/03 Property Owner: ROCKY MTN. BOTTLING Property Address : 10619 50TH AVE Contractor License No. : 21504 Company : RME ELECTRIC CORP. Phone: Phone: 720-857-9567 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by Nis permit application are accurate, and do not violate applicable ordinances, rules or reguladons of the City of Wheat Ridge or covenanGS, easemenLS or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. • ~ (OWNER)(CONTRACTOR) SIGNEb DATE~'~'-C--' Construction Value : $16,000.00 Permit Fee : $265.25 Plan Review Fee : $0.00 Use Tax : $192.00 Total: $457.25 Use: Description : RELOCATE ONE EXISTING LIGHT POLE. INSTALL FOUR NEW LIGHT POLES ON EXISTING POWER. BUILDING DEPARTMENT USE ONLY w SIC : Sq. Ft. : Approval : Zoning : 000" Approval: BG Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with ihe provisions set forth in yopur application and is subjecl to lhe laws o( the SWte of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixry (60) days from issue dale or (B) the building authorized is suspended or abandoned tor a period of 120 days. (3) If this permit expires, a new permit may be acquired (or a fee of one-half the amount normally required, provided no changes have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceeded ona (1) year. I( changes are made or if suspension or abandonment ezceeds one (1) year, (ull fees shall be paid for a new pertnit. (4) No work o( any manner shall be done ihat will change the natural Bow of water causing a drainage problem. (5) Contrac[or shall notiy the Building Inspec[or hventy-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card before proceediing wilh successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be consirued to be a permit for, nor an approval of, any violation of the prot the puilding codes or any olher ordinance, law, rule or regulation. Chief Buildin nspector COMMUNITY DEVELOPMENT DEPARTMENT Building Pernut Number: oF WHEq p~ BUILDING INSPECTION LINE - 303-234-5933 Date: = $ CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WEIEAT RIDGE, CO 80215 - (3~j03-23j5-~2~8555~j) COL OR P00 . 43PP~iL ~~1TION Property Owner. C i''6~'- Property Address: /O c'/J Phone : Contractor License No.: 2/ 5 d y Company: Phone: OWNER/COhTRACTOR SIGNATORE OF UNDERSTANDING AND AGREEMENT I hereby certify that [he setback distances proposed by [his pemut applicaGOn are accumte, and do not violate applicable ordinances, rules or regulations of the City of Whea[ Ridge or covenants, easements orrestricrions ofrecord; thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application md [tiat I assume full responsibiliTy for compliance with the Wheat Ridge Building Code (U.B.C) and all o[her applicable Whea[ Ridge Ordinances, for work under ui: Pemi;t. (OWNER)(COMRACTOR): SIGNED DATE Construction Value:$ b 6~ 6 mo Permit Fee:$ Plan Review Fee:$ USC T27{:$ Total:$ DESCRIPTION: ,!-e✓;.dT~ / r xr~T > /fT% ~e' : % ~ .Yf% ~ O/✓"lTA/~ /°%!.c .C/y ! l'~ -S' / . BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONIN6 COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 3 Plumbing License No: Mechanical License No: Company.~~✓j>>~ C~Cf-rT~ 'c d>'y`?Company: Company: Expirarion Date: ExpiraHon Date: Expuarion Date: Approval: Approval: Approval: (t) This pemtit wu issued in accadavice with the prorisiovs set Corth in yow applicaUOn md is subject to the laws of Ne State of Colorndo md to Ne Zoning RegWations md Building Codes of Wheat Ridge, Colorado or any ottier applicable ordinavices of the City. (Z) ihic pemnt shali exp've if (A) the work auNonzed is mt commeuced wiNin sinty (bU) deYS Crom issue dak or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If Nis pemut exp'ves, a new pemut may be acquired for a fee of one-half Ne amount normally require4 provided no changes Lave been or will be made in the originalplens and specificafiovs and any suspension or abandonmentLas notexceeded om (1) year. IfcLanges havebeen or ifsuspension orabandonment exceeds one (t) yeaq fiill Ru shall be paid for a new pecmit (4) No work of any manner shall be done tLat xfll chenge the nanval flow of water causing a dreinage problem. (5) Coatractors1u11notifyNeBUiINnglnspecmrtwenty-four(24)hoursiuadvanceforallivspecfiors andshallmcmvewntteuapprovaloninspecUOacardbefore proceeding wich successive phazes of the job. (6) 7'he issuance of a pemut or the approval of dawiugs md specificatlons shall mt be coustrued w be a pamit for, nor an approval of, any violation of the provisions of the build'wg codes or any other ordinance, Iaw, zule or regulatlov. ~'"Le~ ~L-/r-•71'/ 'ef Build' spector . Certificate of Completion AND/OR Cornpliance CITY OF WI-EAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80034 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: Tenant Finish OWNER Rocky Mtn. Bottling ADDRESS 10619 W. 50th Ave CONTRACTOR Westside Construction PROPERTYADDRESS 10619 W. 50th Ave DATE / /B ds CHIEF BUILDING ZONING ADMINIS , G. INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD k ~k4 I JOBADDRESS TYPE OCCUPANCY BUILDING PERMIT N0. )AT~l;'GJ ~(7 DATE ISSUED OWNER CONTRACTOR SETBACKSFROM PROPERTYLINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) DO.NOT POUR FLOOR UNT,~.ABOVE HAS BEEN SIGNED Rough Electrical 2 ~ Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation , Framing, G'. o C G 1 u a lg G U o: / :hL i.. e Insulation - Drywall Nailing Roofing Refrigeration Electrical Underground Final /y~ Nf" TiY/i.-r' m ~ i- Electrical.?~ ~ z Sj_ i Plumbing Heating & Ventilation Frame ra',y, ' Q ~,~c cea+~ dG * o/, 4G t "e, , R.O.W. & Drainage Fire Department I Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER -~r ~ ~w CR'cY WOLi: )Tllai0 ARCHITECTURE PLANNING INTERIOR DESIGN 2601 Blake Street Suile 400 Denver, Colorado 80205 phone 303.292-9107 fax 303.292429 • f • architects supplemental instructions project: Coors Distributing Company a.s.i. no: 02 Rocky Mountain Bottle date: April 26, 2002 Company Wheat Ridge, Colorado arcnitecYs project no: 01-022 PHASE 1 The revisions listed within this A.S.I. shall modify and become a part of the original permit submittal which was was submitted to The Ci Of Wheat Rid e on February 18, 2002. No Descri tion 1 Sk-1 Sheet A0.2 - Demolition Plan Revise extent of demolition at existin doors. Remove portion of existin concrete tee wall for new door and frame. 2 Sk•2 Sheet A1.2 - Enlarged Floor Plan Delete new doors 110-b and 110-c. Delete new slairs and landings into Bldg. No. 26. Infill existing door openings with 4" C.M.U. 3 Sk-3 Building 26 Add new interior wall in Maintenance 130. Add new door and frame in Maintenance 130. Remove existing plywood door and add new door in Maintenance 132. Infill existin door openin s with 4" C.M.U. COd of asi no. 02 issued by Rick Graeff Grey Wolf Studio distribution: Building Darren Morgan Department RMB Dan Roberts Coors John Stonebreaker Neenan Steve Rogers ~ rT=y ~J V p,44~ ~ GRE'! WOLF ItllDiO P:\oY2 Rocky Mtn Botde\CA-Phase-1\Asa-I \ASI-2-p11s-I.doc DEMOLITION NOTES E REMOVE EXISTING WALL, TYP. CI REMOVE EXISTING DOOR AND FRAME (RETURN TO OWNER) E NOT USED p REMOVE PORTION OF EXISTING WALL FOR NFW OPENING [E] REMOVE EXISTING FLOORING ~ REMOVE EXISTING CONCRE7E MASS a TREE TO BE REMOVED BY OWNER ~ REMOVE EXISTING FLAGPOLE AND RETURN TO OWNER ~j REMOVE EXISTING BICYCLE RACK AND RETURN TO OWNER I~j REMOVE EXISTING DUMBWAITER E REMOVE EXISTING PLUMBING FIXTURES (CAP) IT] REMOVE AND RELOCATE EX6TING STAIR [m] REMOVE EXISTING BENCH [N] REMOVE EXISTING LOCKERS, RETURN TO OWNER 00 REMOVE AND RELOCATE EXISTING LOCKERS [E] RELOCATE EXISTING DOWNSPOUT IQ] REMOVE AND RELOCATE KNOX BOX [R] REMOVE EXISTING CERAMIC TILE FLOOR ~ REMOVE EXISTING LOCKERS, RELOCATE ~ REMOVE PORTION OF EXISTING HANDRAIL [U] REMOVE EXISTING BEER COOLER AND RELOCATE IV] REMOVE EXISTING FLOORING AND CEILING AS DIRECTED BY OWNER 7w REMOVE EXISTING PAVING AS REQUIRED FOR NEW CONSTRUCTION DEMOLITION LEGEND E~ISTI~G CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED LB] Z2~ u - - - ~ - - - J ' BLDG # 26 (EXISTING) r-~ ~ J '--.i i Z~ ~ - - - ~ ---J zL ; F=1== ; b,L- PHASE I DETAIL OF wEV woLF 31¢uD110. Demolition Plan SHEET A0.2 shtSK-1 ~ 1/8" = 1'-0" A.S.I. No. 2 4/26/02 0 f n n~rr~in ' i ASHFORD SIM. ~FLOOR SEIALANT - W2 SAND BLASTING Z~ ~ I p ~ D 112B i „ ~ I in I ~ - 8 - 21 O 8 , - ~ A6~.1 z ~~~~a xxa?!_~.. < W2 ~ W2 o~ M@LD S1i0P I i 4" 22'-8~~_ ASHrORD FLOOR SEALANT - - - - - ~ I ~ ~ - ~FIN. FLR. - A6 1 M AC H ~ ~ 100'-0' ~ . FIN. FLR. I ~ _ ~DO! I BENCH EPAIR I I ~ ~ 7..~ I I ~__J I I i~-~I A5.1 I I Ico V ~ I Z- ~ u , - - -1 jnorthl I =~I O ~ I 1 J ~ 1 A4.0 ~ BENCH ~EPAIR m1D ~ r z I ~ ~ ~ PNASt DETAIL OF G;EY woLr- bxuDio. Enlarged Floor Plan SHEET A7.2 shtSK-2 ~ 1/8" = 1'-0" A.S.I. No. 2 4/26/02 of _ ~I I = II ' # I I I, II - - ~ -~i --~F -.-,.1 l~ ` - ~ ELECTRICAL ~ v ~ S ~ L ~ ~ • ~R~~- 6y III ELECTRICAL II r E133 II II _ i ll Ir-' H - - ~ - - ~ I - I ~ - - , ~ NEW WALL: MAINTENANCE 2'. M T L PANEL - 132 F- II ON 6" MTL. STUDS @ 16"o.c. / Llk 130 ~ REMOVE PORTION OF EXIST. CONC. -I TEE FOR NEW DOOR AND FRAME (RE SK-11 FOR ~jl II sTRUCTURaL iNFO.) i 32 - _ - ~ II . I ~ 1- . - - I REMOVE EXIST. Ili . PLYWOOD DOOR, ADD NEW DOOR V AND FRAME II_ II I INFILL OPN'G WITH II MAINTENANCE 4" CMU REWF. W/ L-~I u LADDER WIRE @ ~ 130 ~ 24°0.c. (vERT.) aNE - ANCHORS ~ 'IF~ BUCK AT EA. EI ~I- _ - - - - - ~ - ~i-. MO > ~D SHOP ~~T ~ 110 - ~ MATC4-I'LWE ~~t RE: SK-6 I I Floor Plan Bldg 26 1/8" = 1 '-0" A.S.I. No. 2 4/26/02 Sn tSK-3 - °f - MAINTENANCE II 134 / ~ - ATCH LINE ~ E: K 6 PHASE 1 GZIEY wo~ 3CLuD110. .a._._.~~.Uwe~ ~ ~ ¢ O F Q K 0• cOt O O ~ O ~ ~ W ~ . ~ ~ ~ ~ £ AR a a ~ a a ~ 6Z PHASE 1 DETAIL OF Ga~~wo~ICuao. Door Schedule SHEET A8.1 shtSK-4 NO SCALE A.S.I. No. 2 4/26/02 of - - ~ i ~ ~ 3 I I 'I n n a a rv ~ a n x x x \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ ~ i F E O S Q 6 ~ ~ S ] 3 S 3 F F 3 S O DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14885 BUILDING INSPECTION LINE - 303-234-5933 Date : 12/6/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: COOR'S BREWING Property Address : 10619 W 50TH AVE Phone : Contractor License No. : 21471 Company : Brannan Sand & Gravel Co. Phone : 534-1231 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accu2te, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations matle are accurate; that I have read and agree to abide by all conditlons printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value : $400,000.00 Permit Fee : $2,673.75 Plan Review Fee : $1,737.94 Use Tax : $4,800.00 Total: $9,211.69 (OWNER)(CONTRACTOR) SIGNED DATE USB : Description : NEW PARKING LOT, CURB & GUTTER, SOME FILL MATERIAL, LIGHT FOR PARKING LOT, INLETS & FENCE BUILDING DEPARTMENT USE ONLY 004-400 SIC : Sq. Ft. : Approval : MR 11121/02. LIGHT STANDARD IN PARKING LOT CANNONT EXCEED Zoning : pID 18' IN HEIGHT plemNOtC: Approval. DM 12/6/02 pwner/~isregPongibleforlocatingproperty rovements according to the im t uctin d ~~~'r~~°~"~~ k~___ p r g tons i9My att approvcd plan and required development standards. OK. 12/4/02 The City is not responslble :or :naccurate informa:ion Approval : MJG submitted within [hc. P;iu r,c; a:;J sny cct... c un Occupancy : Walls : Roof : r8tosiMtilfinS from Electrical License No : 21470 Plumbing License No : Mechanical License No : Company :RME Electric Corp. Company : Company : Expiration Date : 2128/03 Approval : oklks Expiration Date : Expiration Date : Approval : Approval : (1) This parmit was issued in accortlance with the provisions sat forth in yopur application and is subject to the laws of the State of Colorado and to lhe Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of ihe City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixry (60) days trom issue date or (B) ihe building authorized is suspended or abandoned (or a period of 120 days. (3) If this pertnit expires, a new permit may be acquired tor a fee of one-halt the amount normally required, provided no changes have been or will be made in the original plans antl specifcations antl any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change lhe naNral Flow of water causing a tlrainage problem. (5) Conhactor shall notiy the Building Inspedor hventy-four (24) hours in advance for all inspeclions and shall receive wririen approval on inspection card before proceediing with successive phases of the job. (6) The issu e of a permit the approval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the pro s of h des or any other ordinance, law, rule or regulalion. • 4121~ Chief Building In ector oF WHEqr DEPARTMEN'I OF PLANNING AND DEVELOPMENT Building Pemut Number: v BUILDING INSPECTION LINE - 303-234-5933 e; ~ m CITY OF WHEAT RIDGE ( 7500 WEST 29TH AVENLIE WHEAT RIDGE, CO 80215 -(303-235-285~ ~~pLICATION Property Owner. t. r y S%V4t-! rvs; PropertyAddress: rjv-rNrhvt ~rp"cr~ sr•/[p(q~Cq Phone: Conhactor License No.: - ~/v ' A q,~1 ~ Company: F;V~~,y-l Phone: ,7T`i-1a31 OWNER/CONTRACTOR SIGNA'1'URE OF I7NDERSTANDING AND AGREEMENT I hereby certfy that the se[back distances proposeA by Nis pertnit application are accura[e, and do not violate applicable ordinances, rules or regulations of the City of VJheat Ridgc or covenants, easements orrestriclions ofrecord; [hat all measurements shov+n, and allega4ons made are accurate; that I have read and agree to abide by all conditions printed on this applicafion and tha[ I assume full responsibi]iTy for compliance wi[h the Whea[ Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under ~ °T , ~ "`cE73 ~ ~ ~ n-c C . Construction Value:$ ~ b0, Gbl this permit. ~L/JLYN a (OWNER)(CONTRACTOA): SIGNED / DATE IH-9 Z / DESCRIPTION: L'iNCl L h~rr~.e ` Permit Fee:$ PlanReview Fee:$ Use Tax:$ l(~C),-,.L,~ 7'Ota1:$ C: G . , Od'1LI 11 - L, `j Sv-w= Fitt BUILDING TMENT USE ONLY ZONING COMMENTS: S• SIC: ti D" Approval: ~ Zoning: BUILDING COMMENTS: Approval: V PUBLIC WORKS COMMENTS: ~.ApprovaL• Occupancy: Walls: Roof: Stories: Residential . r l ~ Electdcal License No: Ca 1"I~~ Plumbing License No: Mechenical License No: Company: PA-X- &?.62r7'l!G Company: Company: '77.o- 659 -59to'7 Expirarion Date: Expira6on Date: Exp'uation Date: Approval: Approval: Approval: (I) 17us permit was issued in acrordance with the provisions set forth in your application and is subject ro the Iaws of the Smte of Colorado and m the Zoning Regulatiovs and Building Codes of Whea[ Ridgq Colorado or any other appGcable ordivances of the City. (2) This permit shell exp've if (A) fhe work authodzed is not commenced within sixty (60) days 6om issue date or (B) the building autLorized is suspended or a6andoned for a period of 120 days. (3) If this persnit expires, a new pelmit may be acquired for a fee of ove-half the amomt vormally requ'sed, pmvided no changes have been or will be made in the original plans and specificatlons and any suspension or abandonment has mt exceeded om (1) year. If changes heve bcen or if suspension or abaudonmevt exceeds aue (l) year, full fees shall be paid for a uew permit. (4) No work of any manner shall be daae that will change the nawral flow of water causing a dreinage problem. (5) Co¢tractor shall notify the Buildwg IvspecWr nvenry-fow (24) Lours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of Nejob. (6) The issuance of a persnit or the appmval of drawings and specificatlons s6all not be wnswed ro be a prnnit for, oor an approval of, any violation of the provisions of the building codes ar any ot6a ordinance, law, cule or rcgulaROV. Chief BuIlding Inspector PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Applicant Phone# Location of Construction 101Z214 LA7 .~orc+ PUrposefffCortstrucHon ai;j -CL~Ua. JA Su'rfdingPermitVatue C c'0 - Singie Family Commercial ✓ Multi-Family DEVELOPMENT REVIEW FEES Developmsnt Review Processing Fee: 100.00 g/c~c~ , 0 0 (for document processing) S1ngle Famify Residentlal Review Fee: $50.00 g (for review of applicable technical. documents ) Commercial/Mu1tt-Family Review Fee: For review of existing technicai documen 100.00 g( pp . po For rev,iew of technical documents for cons c ion in right=of-way, fina( drainage report and erosion control plan $500.00 $ Subdivtsion ImprovementAgreement Fee: $125.00 g (for document processing and recording) Development Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ (for document appl(cation and processing) ' Traffic Impact Study Review Fee: $100.00 g (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I appiication = $150,00 S. Ciass I Publication/Public Notice = N/A Class II application = $250.00 $ ' Ciass II Publication/Public Notice =$90.00 g TOTAL'REVIEW FEES: (due at time of buiiding permit issuance) ~oa . p O PLEASE NOTE THAT IN ADDITfON TO THE ABOVE FEES, THERE WILL BE ADDITfONAL LICENSING AND PERMITTI.NG FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF•WAY. Signature of Applican Date Z Files on Enginenf/Forms/Review Fees-Building PermitAp Rev 04/01 oF ~T DEPARTMENT OF PUBLIC WORKS ~'g, BU/LDING PERMIT APPLICATION REVIEW ° c~L o R a9o Date: ~Z o z I,OC3t10Il: In(o1q I.41 • 56iff Attention: Building Department I have reviewed the attached materials submitted in application for approval ofe ~.~~Ne ~1'•~ .~s~ at the above referenced address. Please note the summary comments below. 1. Boundary Closure: ✓"OK _ Not OK; refer to stipulations. 2: J~ Drainage: a. Drainage plan and report needed _ b. Drainap plan not needed c. Lot draznage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and aze: ✓ OK Not OK; refer to stipulations. 3. ✓ NPDES Pemut Required: _ Yes ~ No 4. / Public Ixnprovements: a. street pavixg needed: Yes No b. curb and gutter needed: Yes No c. sidewalk needed: Yes No d. street lights needed: Yes No e. storm sewer needed: Yes No f. letter of credit required: Yes No If a letter of credit is required, for what improvements? _ Amount of letter of credit: 5. ✓ Subdivision Agreement required: Yes No 6. ✓ Development Covenant reqused: _ Yes ~iNo If Yes, for 7. Traffic impact analysis and report required: J Yes No 8. ~ State Highway Access Pernut needed: Yes No 9. New roadway or alley R.O.W. dedication recommended: _ Yes No If yes, what is recommended? 10. ✓ All existing dedicated roadways/alleys meet the standazds of the City:--L.-Xes _ No If no, which do not and what is requested: 11. y~ APPROVAL: The Public Works Department has reviewed this request and hereby gives its approv , subj ect to the above and/or attached stipulations. . I Zh-/' Z ~ Sigr~atu Michael Gazcia e' ! 12. _ NO APPROVAL: ThePublic Works Department has reviewed tlus request and does not give its approval for the reasons stated: Signature Michael Gazcia Date 13. ~ Stipulations attached: _ Yes ''No 14. Siunmary Comments: ,Q+v:4 &.aa6f To 774',ewsn,..6 Pwao,a ~•"~z~~~•~a.~rs As 4 Zs~Sw[.r OFTF//1 Covsraveria.✓ iS To 6E R5fi'+n.f- TiPE f'G r IILIPI-ue~nir ST.WyOAA=DS P•c,ve TU C•O• /SSU.aMGE. .4 .CAi.vA6E «Ttr~~ar~aN R.B4u1tSa /%roa T'o G.O• /SS✓MNGE. Files on EnginrnflFomu\BldpxtnU.frm Rev 05100 FP BeL~ t Engineering Company when it has to work 11455 W. 140, N. FRONTAGE ROAD • WHEAT RIDGE, C080033 PHONE - 303-940-6868 . FAX . 303-940-0041 www.behrenLmm Thursday, December 5, 2002 Mr. Michael Garcia Development Review Engineer City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 Dear Mike, The storm water inlet in Miller Street appears to be located over 3 gas lines that run west into the Rocky Mountain Bottle Company. Brannan Sand and Gravel and Xcel Energy have not been able to get exact locations on the lines. We will cut down and remove the top three feet of the inlet structure. We are not sure if we can lift the floor out without disturbing the gas lines. If we cannot, we will break the walis and floor so that a sump condition does not exist and water can drain thru the structure. If you have any questions please call me at any time. I am also available on my cell phone 720-201-5990. Sincerely, /;r', j4ez- Richard M. Skaflen, PE-LS ~~~~~n PJI. Stf; ^ oeoocae ! ~C-~~ PEGISiEdfO ~a P 1599c) •~s i•~ir.C O F C f~~' ; ~ ' t ~ 5A RE A550CIATES. INC. Geotechnica! Engineering Consultants December 3, 2002 Mr. Rick Skaflen, P.E. Behrent Engineering Company 11455 W. I-70 N. Frontage Road Wheat Ridge, Colorado 80033 Subject: Geotechnical Investigation for Proposed Retaining Wall Rocky Mountain Bottle Company Wheat Ridge, Colorado Project No. D02.331 Dear Mr. Skaflen: This letter presents results of a geotechnical investigation for the proposed retaining wall at the Rocky Mountain Bottle Company in Wheat Ridge, Colorado. The investigation was made to assist in determining acceptable bearing capacities for the wall footing, lateral earth pressures, global stability, and to present other pertinent geotechnical issues. Factual data gathered for the investigation is presented in Figures 1 and 2, and Appendix A, attached. Our opinions and recommendations presented in this report are based on the data generated during this field investigation and our experience with similar type projects. SITE CONDITIONS AND PROPOSED CONSTRUCTION The site is located at 10619 West 50th Avenue in Wheat Ridge, Colorado. The property is bordered by the Burlington-Northern Railroad to the north, West 50th Avenue to the south, Miller Street to the east, and by commercial property to the west. At the time of our study, the property supported several parking lots, two large ponds, and many large buildings that are used for the purpose of bottle manufacturing. A site plan is shown in Figure 1. Our explorations were performed immediately east of the existing access road near the northwest corner of the largest pond, where the proposed retaining wall will be constructed. It is our understanding that the retaining wall will be a block wall 0 to 5 feet in height and approximately 180 feet long. The elevation of the site will be raised using onsite fiil materials. 7 107i Suuth AI[on NN'av. Sui[c R• Ccn[cnnial, Color:ido N0112-1109 9 Phonc 303=20-0300 • Faa 303-220-0442 JOSEPHA. CESAREAND ASSOCIATES, INC., GEOTECHNICAL ENGINEERING CONSULTANTS INVESTIGATIONS Subsurface conditions for the retaining wall were investigated by drilling two test holes at the locations indicated in Figure 1. The test holes were advanced using a 4-inch diameter, continuous flight auger powered by a CME-45 drilling rig. At frequent intervals, samples of the subsoils were taken using a California sampler, which is driven into the soil by dropping a 140- pound hammer through a free fall of 30 inches. The California sampler is a 2.5-inch outside diameter by 2-inch inside diameter device. The procedure to drive the California sampler into the soil and to record the number of blows required to drive the sampler into the soils is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches gives an indication of the consistency or relative density of the soils encountered. Results of the penetration tests and locations of sampling are presented on the Logs of Test Holes, Figure 2. SUBSURFACE CONDITIONS Our test hoies indicate the subsoils, in general, consist of 7 to 8 feet of fill overlying 2 to 3 feet of sand. The fill is described as very stiff to hard clay with sand and occasional gravel. The fill is moist and dark brown in color. The sand is described as loose with clay, wet, and brown to dark gray in color. Groundwater was encountered at a depth of 9 feet in TH-2. The test holes were backfilled after drilling for safety purposes. Bedrock was not encountered in either test hole for the full depth explored of 10 feet. A more complete description of the subsoil and groundwater is shown in Figure 2. BEARING CAPACITY The proposed retaining wall has been designed for a spread footing foundation. Footings should bear on natural undisturbed soils or on controlled, structural fill. The footings should be designed for a maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf). Footings should have a minimum width of 18 inches. Using the soil pressure recommended, we estimate the maximum settlement for the wall will be on the order of 1 inch with differential settlement of approximately 1/2 inch. Based on our investigation the wall wili bear on existing fill. Joseph A. Cesare and Associates, Inc. (JAC) does not know if this fill was placed in a controlled manner. Our test holes indicate the fill is very stiff to hard which would provide good bearing material, however, the overall quality may vary. This variably may cause differential settlement of the wall of greater than 1/2 inch. If this movement is not acceptable, then the existing fill should be removed to a minimum depth of 3 feet below the footing and replaced with structural fill. As a minimum, JAC recommends to proof roll the footing subgrade Project No. D02.331 - 12/3/02 2 23311tr.b JOSEPH A. CESAREAND ASSOCIATES, INC., GEOTECHNICAL ENGINEERING CONSULTANTS in areas where the wall will be placed on existing fill. Overexcavation can then be limited to any soft areas that are located. All soft or loose soils beneath footing areas should be redensified in place or removed and replaced with properly compacted structural fill or concrete prior to placement of footing concrete. All footings should be reinforced to span settlement over a distance of 10 feet. All footing excavations should be inspected prior to placement of concrete. LATERAL EARTH PRESSURES Lateral pressures on walls depend upon the type of wall, hydrostatic pressure behind the wall, type of backfill material, and allowable wall movements. We recommend hydrostatic pressures be minimized by placing a properly designed drain system behind the wall. Surface water should be directed away from the wall backfill. Where anticipated wall movements are less than approximately 0.5 percent of the wall height or wall movement is constrained, lateral earth pressures should be estimated for an "at resY' condition. Where anticipated wall movements are greater than 0.5 percent of the wall height, lateral earth pressures should be estimated for an "active" condition. Walls backfilled with on-site sandy clay material should be designed for an equivalent lateral eaRh pressure of 45 pounds per cubic foot (pcf) for the "at resY' condition and 40 pcf for the "active" condition. Passive resistance of 200 pcf can be used. These soil pressures are for horizontal backfill and no hydrostatic pressures. If these criteria cannot be met then we should be contacted for additional criteria. We recommend a coefficient of sliding resistance between the concrete and bearing soils of 0.5 be assumed in your analysis. STRUCTURAL FILL SOILS Where fill soils are necessary, suitable on-site inorganic soils may be used for structural fill beneath and behind the proposed wall. The fill material beneath should be placed in 6-inch maximum, loose lifts within 2 percent of optimum moisture content and should be compacted to at least 95 percent of standard Proctor density according to ASTM D698. All topsoil and soil containing organic material should be removed beneath the retaining wall and fill areas prior to placement of fill or concrete. GLOBAL STABILITY The proposed retaining wall for the Rocky Mountain Bottle Company was evaluated to determine the global stability of the designed wall. The wall was assumed to have a maximum 3 Project No. D02.331 - 1213/02 23311tr.b JOSEPH A. CESARE AND ASSOCIATES, INC., GEOTECHNICAL ENGINEERING CONSULTANTS height of 5 feet, a 4-foot footing, no geogrid reinforcement, no hydrostatic pressures behind the wall, and be backfilled with sandy clays found on site. The computer program WinStabl calculated the stabiliry for the proposed wall to be 2.4. This indicates that the wall should remain stable if constructed as planned presented in Appendix A, attached. The computer printouts for the stability runs are LIMITATIONS The professional judgments expressed in this report meet the standard care of our profession. The test holes drilled for this study were located to obtain a reasonably accurate picture of underground conditions for design purposes. Variations frequently occur from these conditions, which are not indicated by the test holes. These variations are sometimes sufficient to necessitate modifications in the design. If unexpected conditions are observed during construction or, if the size, type, or location of the retaining wall should change, we should be notified to review our recommendations. A member of our firm should observe placement and compaction of fiil. If you have any questions or comments in regards to this information, please feel free to contact our office. Sincerely, JOSEPH A. CESARE AND ASSOCIATES, INC. Cristin H. Jacobson, E I ~ ti Darin R. Duran, P.E 33gig ~ Principal CHJ/dls cc: John Stonebraker, P.E. - Coors Brewing Company Project No. D02.331 - 12/3/02 q 23311tr.b 4~ r , ~ - ~ ~ Ityr , t .i ~ 41 V , 1 J I I f A e~ ~ ~ ~ 1 „ 4 e'3~'yq~' , ~V-. ~ . ~ 'p✓ U' i ; ' . . ~ ~ . tz ~ I } - z ~ y S ^ cd a > unj ! I I~~' r. o a a ~ ;e W m d' W ~ LL ~ - ' ' - w ~ Q ~ ¢ ¢ 1 ` 0 ~ e ~ ~ h C O U ~ ~ ~ ~ ~ fi e ~ ~ ~ ~ w J 0 T = 0 ~ Z W W H X 7 LL u ~ Z LL 0 Q U 0 j m M N O 0 ~ z r U w O cr a Depth in Feet 0 O ` N I 2 H 0 N N O ~ i` N ~ I = F - N N N n ~ r O ~ I I I I I ~ I 1 I I I I I I I ~ }aa=1 ui y;daa ~ N U C M N ~ ~~,j N M O _ N ~ N O N OQ p w w z ~ 0 !/1 LL O J U ~ L U C N m N ? U O -o N 3 Q a) N co 3 ~ a~ U C O M CD A N a :c E 10 E E U of d v m L o 0 m m ~ C 7 a ~ m ~ ~ o ~ 2 N F O ~ T T O O ~ ~ m w O a' K J ~ ~ N ~ O Z W W p a U (n ~ ~ U a O (6 L Y N ~ ~ W= ~ ~ CC: U f~ V l~ ti u (n .a m W W F 0 a ~ ~ o Z N ~ u d U Symbol Description Strata svmbols ~ CLAY FILL, very stiff to hard; with sand, occasional gravel, moist, dark brown, (CL). ~ SAND, loose, with clay to clayey, wet, brown to dark gray, (SC) . Misc Svmbols ~ Water tabie during drilling Notes: 1. Test Holes were drilled on December 2, 2002, using a CME-45 driliing rig equipped with a 4-inch diameter solid stem auger. 2. Groundwater levels are as shown on graphicai logs. 3. Test holes were located using existing site features. 4. These logs are subject to the limitations, conclusions, and recommendations in this report. Appendix A Stability Runs ~ ~ 0 ~ U (Q LL >1 ~ f6 ~ (C ~ ~ C .C cu .r N ~ O U ~ ~ O m C ~ ~ T Y U O ry 6) O MLO OO 00 m O N M ' M V ~ ~ ~ ~ ~ ~ ~ !i N N N N N N N N N N ~I N O O O ~ O O L6 Ch O O O M O O lC) N O O 0 N O O L6 ~ O O O ~ O O L6 p N ~ ~ Profile.out PCSTABL6'" by Purdue University modified by Peter J. Bosscher University of Wiswnsin-Madison --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices PROBLEM DESCRIPTION Rocky Mtn. Bottle Co. Retaining Wall BOUNDARY COORDINATES 3 Top Boundaries 4 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (k) (ft) (H) (ft) Below Bnd 1 0.00 20.00 17.50 2000 .1 2 17.50 20.00 17.60 25.00 1 3 17.60 25.00 40.00 25.00 1 4 0.00 13.00 40.00 13.00 2 ISOTROPIC SOIL PARAMETERS 2 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surtace No. (pcf) (pco (psfI (deg) Param. (psfI No. 1 110.0 120.0 100.0 28.0 0.00 0.0 0 2 100.0 110.0 0.0 32.0 0.00 0.0 1 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED Unit Weight of Water = 62.40 Page 1 Profile.out Piezometric Surface No. i Specifed by 2 Coordinate Points Point X-Water Y-Water No. (ft) (k) 1 0.00 11.00 2 40.00 17.00 Searching Routine Will Be Limited To An Area Defined By 1 Boundaries Of Which The First 0 Boundaries Will Deflect Surtaces Upward Boundary X-Left Y-Left X-Right Y-Right No. (k) (k) (k) (k) 1 17.50 20.00 21.50 20.00 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Circular Surtaces, Has Been Specified. 700 Trial Surfaces Have Been Genereted. 10 Surfaces Initiate From Each Of 10 Points Equally Spaced Along The Ground Surface Between X= 10.00 ft. and X= 17.40ft. Eaeh Surface Terminales Between X= 18.00 fl. and X = 30.00 ft. Unless Further Limitations Were Imposed, The Minimum Elevation At Which A Surtace Eztends Is Y= 0.00 k. 0.50 ft. Line Segments Defne Each Trial Failure Surtace. Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. Safety Factors Are Calculated By The Modified Janbu Method " Failure Surface Specified By 32 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) Page 2 Profile.out 13.29 20.00 13.72 19.75 14.17 19.53 14.63 19.34 15.10 19.17 15.59 19.03 16.07 18.93 16.57 18.85 17.06 18.80 17.56 18.78 18.06 18.79 18.56 18.83 19.06 78.91 19.55 19.01 20.03 19.14 20.50 79.30 20.97 19.48 21.42 1970 21.86 19.94 22.26 20.21 22.66 20.50 23.07 20.82 23.44 21.16 23.78 21.52 24.11 21.90 24.41 22.30 24.68 22.72 24.93 23.15 25.16 23.60 25.35 24.06 25.52 24.53 25.66 25.00 2.368 Failure Surface Specifed By 36 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) t 11.64 20.00 2 12.07 19.73 3 12.50 19.49 4 12.95 19.27 5 13.41 19.07 6 13.88 18.90 7 14.36 78.75 8 14.85 18.64 9 15.34 18.54 10 15.83 18.48 11 16.33 18.44 12 16.83 18.43 13 17.33 18.45 14 17.83 18.49 15 18.32 18.56 16 18.81 18.66 17 19.30 18J8 18 1978 18.93 19 2024 19.11 20 20.70 19.31 Page 3 Profile.out 21 21.15 19.54 22 21.58 19.79 23 22.00 20.06 24 22.40 20.35 25 22.79 20.67 26 23.16 21.01 27 23.51 21.36 28 23.84 21.74 29 24.15 22.13 30 24.44 22.54 31 24.70 22.97 32 24.94 23.40 33 25.16 23.86 34 25.35 24.32 35 25.52 24.79 36 25.58 25.00 2.397 Failure Surface Specifed By 37 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 10.82 20.00 2 1120 19.67 3 11.60 19.37 4 12.01 19.09 5 12.44 18.83 6 12.89 18.61 7 13.35 18.41 8 13.82 1825 9 14.30 18.11 10 14.79 18.00 11 15.28 17.93 12 15.78 17.86 13 16.28 17.87 14 16.78 17.89 15 77.28 17.94 16 17.77 16.02 17 18.26 18.13 18 18.74 18.27 19 79.21 18.44 20 19.67 18.64 21 20.11 18.87 22 20.54 19.13 23 20.95 19.41 24 21.35 19.72 25 21.72 20.05 26 22.07 20.41 27 22.40 20.79 28 2270 21.18 29 22.98 21.60 30 23.23 22.03 31 23.46 22.48 32 23.66 22.94 33 23.82 23.41 34 23.96 23.89 35 24.07 24.38 36 24.14 24.87 Page 4 Profile.out 37 24.15 25.00 2.437 FaiWre Surface Specified By 37 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 10.82 20.00 2 11.19 19.66 3 11.58 19.35 4 11.99 19.06 5 12.42 18.80 6 12.86 78.57 7 13.32 18.36 8 13.78 18.19 g 1426 18.05 10 14.75 17.94 11 15.24 17.86 12 75.74 17.81 13 1624 17.79 14 16.74 17.81 15 1724 17.86 16 17.73 17.94 17 18.22 18.05 18 16.70 18.19 19 19.17 18.37 20 19.62 18.57 21 20.07 18.81 22 20.49 19.07 23 20.90 19.36 24 21.29 19.67 25 21.66 20.01 26 22.00 20.37 27 22.33 20.75 28 22.62 21.16 29 22.89 21.58 30 23.13 22.01 31 23.34 22.47 32 23.53 22.93 33 23.68 23.41 34 23.80 23.89 35 23.89 24.39 36 23.95 24.88 37 23.96 25.00 2.454 Failure Surface Specified By 31 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 14.11 20.00 2 14.57 19.81 Paqe 5 Profile.out 3 15.04 19.64 4 15.52 19.49 5 16.01 79.37 6 16.50 1928 7 16.99 1922 8 17.49 19.18 9 17.99 19.17 10 18.49 19.19 11 18.99 19.23 12 19.49 19.30 13 19.98 19.40 14 20.46 19.52 15 20.94 19.67 16 21.41 19.84 17 21.87 20.04 18 22.31 20.27 19 22.75 20.51 20 23.17 20.79 21 23.57 27.08 22 23.96 21.39 23 24.33 21.73 24 24.68 22.08 25 25.02 22.46 26 25.33 22.85 27 25.62 2326 28 25.88 23.68 29 26.13 24.71 30 26.35 24.56 31 26.54 25.00 2.481 .R• Failure Surface Specified By 37 Coordinate Points Point X-Surt Y-Surf No. (ft) (ft) 1 11.64 20.00 2 12.06 19.73 3 12.50 19.48 4 12.94 19.25 5 13.40 19.05 6 13.87 18.87 7 14.34 78.71 8 14.82 18.58 9 15.31 18.47 10 15.81 18.39 11 16.30 18.34 12 16.80 18.31 13 17.30 18.31 14 17.80 18.33 15 18.30 18.38 16 18.79 18.45 17 19.28 18.55 18 19.77 18.68 19 20.24 18.83 20 20.71 19.00 21 21.17 1920 22 21.62 19.42 23 22.06 19.67 Page 6 Profile.out 24 22.48 19.93 25 22.89 20.22 26 2328 20.53 27 23.66 20.86 28 24.02 21.21 29 2436 21.57 30 24.68 21.96 31 24.98 22.36 32 2526 22.77 33 25.52 23.20 34 25.75 23.64 35 25.97 24.09 36 26.15 24.55 37 26.31 25.00 2.485 Failure Surface Specified By 38 Coordinate Points Point X-Surf Y-Surf No. (k) ( ft) 1 10.82 20.00 2 11.20 19.67 3 11,59 19.36 4 12.00 19.07 5 12.43 18.81 6 12.87 18.58 7 73.32 18.37 8 13.79 18.19 9 1427 18.04 10 14.75 17.92 11 15.24 17.82 12 15.74 17.76 13 1624 17.73 14 16.74 17.72 15 17.24 17.75 16 1773 17.80 17 18.23 17.89 18 16.71 18.00 19 19.19 18.15 20 19.66 18.32 21 20.12 18.52 22 20.56 18.75 23 21.00 19.00 24 21.41 1928 25 21.81 19.58 26 22.19 19.91 27 22.55 20.26 28 22.88 20.63 29 2320 21.02 30 23.49 21.42 31 23.75 21.85 32 23.99 2228 33 24.21 22.74 34 24.39 23.20 35 24.55 23.68 36 24.68 24.16 37 24.78 24.65 38 24.83 25.00 Page 7 Profile.out 2.488 Failure Surface Specifed By 39 Coordinate Points Point X-Surf Y-Surt No. (ft) (ft) 1 10.82 20.00 2 1123 1971 3 11.65 19.43 4 12.08 19.18 5 12.52 18.96 6 12.98 18.75 7 13.45 18.57 8 13.92 18.41 9 14.40 18.28 10 14.89 18.18 11 15.39 16.09 12 15.88 18.04 13 16.38 18.01 14 16.88 18.00 15 17.38 78.03 16 17.88 18.07 17 18.37 18.15 18 18.86 1825 19 19.35 18.37 20 19.83 18.52 21 20.30 18.69 22 20.75 18.89 23 21.20 19.11 24 21.64 19.35 25 22.06 19.62 26 22.47 19.90 27 22.87 20.21 28 23.25 20.54 29 23.61 20.69 30 23.95 21.25 31 24.27 21.63 32 24.57 22.03 33 24.85 22.44 34 25.11 22.87 35 25.35 23.31 36 25.57 23.76 37 25.76 24.23 38 25.92 24.70 39 26.01 25.00 2.500 Failure Surtace Specified By 37 Coordinate Points Point X-Surf Y-Surf No (ft) (R) 1 70.62 20.00 Page 8 Profile.out 2 11.18 19.65 3 11.56 19.32 4 11.95 19.02 5 12.37 18.74 6 12.81 18.50 7 13.26 18.28 8 13.72 18.09 9 14.19 17.93 10 74.68 17.80 11 15.17 17.71 12 15.66 17.65 13 16.16 17.62 14 16.66 17.62 15 17.16 17.66 16 17.66 17.72 17 18.15 77.63 18 18.63 17.96 19 19.10 18.12 20 19.56 18.32 21 20.01 18.54 22 20.44 78.79 23 20.85 19.07 24 21.25 19.38 25 21.62 19.71 26 21.97 20.07 27 22.30 20.45 28 22.60 20.85 29 22.88 21.27 30 23.12 21.70 31 23.34 22.15 32 23.53 22.61 33 23.68 23.09 34 23.87 23.57 35 23.90 24.06 36 23.96 24.56 37 23.99 25.00 2.578 Failure Surface Specified By 36 Coordinate Points Point X-Surf Y-Surt No. (ft) (ft) 1 12.47 20.00 2 12.93 19.80 3 13.39 19.62 4 13.87 19.46 5 14.35 19.33 6 14.83 19.27 7 15.32 19.12 8 15.82 19.04 9 16.32 19.00 10 16.82 18.97 11 17.32 18.96 12 17.82 18.98 13 18.31 19.02 14 18.81 19.08 15 19.30 19.17 16 1979 1927 Page 9 Profile.out 17 20.28 19.40 18 20.75 19.55 19 21.22 19.72 20 21.69 19.91 21 22.14 20.12 22 22.56 20.35 23 23.01 20.61 24 23.43 20.88 25 23.84 27.16 26 24.24 21.47 27 24.62 2179 28 24.98 22.14 29 25.33 22.49 30 25.67 22.86 31 25.99 23.25 32 26.29 23.65 33 26.57 24.06 34 26.83 24.49 35 27.07 24.93 36 27.11 25.00 2.531 Y A X I S F T 0.00 5.00 10.00 15.00 20.00 25.00 X 0.00 +_________+________+_W__~"'+""_'_'"'____+ 5.00 + A 10.00+ - 33 - 322 - 3320 - 93221 - 36215 X 15.00 + .93211. - 73215. - 73215. - ..7321.` • - 321. - _.7215 I 20.00+ ....315 - 731. - 1L3 - ......1134 - ......6123334 - .......611173333 S 25.00 + ........5111127 Page 10 Profile.out _ .........65511 _ ..........0055 _ ...........0 30.00 + F 35.00 + T 40.00 + W ` Page 11 - ~ - . i' ~ ! ~~J ~ " +x - ~'y i ~ ~~/:,FY,~Jdjysr"i . 4~1 ~G~~'~~ l ' J J~1-tr~ L-~'~~ 11., G-.rl 1,,6//b- -i- ✓ ` ~ P KI ~ ~ . SH3902I 93tI9 ~~I~ 4C89TC4COC Xy3 80:00 3fLL SO/CO/ZT S00@I GEOTECHNICAL ENGINEERING REPORT COORS BOTTLING PLANT ADDITION WEST 50T" AVENUE AND MILLER STREET WHEAT RIDGE, COLORADO TERRACON PROJECT NO. 25995285 October 12, 1999 Prepared for: I Jacobs Engineering Group, Inc. 1670 Broadway, Suite 3200 Denver, Colorado 80202 Attn: Mr. Greg Gardner Prepared by: Terracon 10625 West I-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: 303-423-3300 Fax: 303-423-3353 Herracon Fo,m,a,_,a7 October 12, 1999 Jacobs Engineering Group, Inc: 1670 Broadway, Suite 3200 Denver, Colorado 80202 Attn: Mr. Greg Gardner Re: Geotechnical Engineering Report Coors Bottling Plant Addition West 50t" Avenue and Miller Street Wheat Ridge, Colorado Terracon Project No. 25995285 1 rerracon 10625 W. I-70 Frontaqe Road Nonh Suite 3 Wheat Ritlge, Colorado 80033 (303) 423-3300 Fax: (303) 4233353 Terracon has cnmpleted geotechnical engineering exploration for the proposed addition to the existing bottling plant located near the northwest comer of West 50`h Avenue and Miller Street in Wheat Ridge, Colorado. This study was performed in general accordance with our proposal number D2599388-Revised dated September 13, 1999. The results of our engineering study, including the Boring Location Map, laboratory test results, Logs of Borings, and the geotechnical recommendations needed to aid in the design and construction of foundations and other earth connected phases of this project are attached. The subsurface soils at the site consisted of fill soil comprised of clayey sand or fat clay with varying amounts of gravel and claystone fragments. Native soils included clayey sand with gravel and lean clay with varying amounts of sand. Claystone bedrock was encountered underlying the surface soils in some borings. The information obtained by geologic survey and the results of field exploration and laboratory testing completed for this study, indicate that the soils and bedrock at the site have non- to high expansive potential. The soils and bedrock at anticipated foundation bearing depth have low to high load bearing capability. Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, we recommend that the proposed addition be supported on a spread footing foundation system or a grade beam and straight shaft pier foundation system. Slab-on-grade may be utilized for the interior floor system provided that care is taken in the placement and compaction of the subgrade soil. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. Arizona 0 Arkansas 0 Coloratlo 0 Idaho 6 Illinois 0 lowa 0 Kansas 0 Minnesota N Missoun 0 Montana Nebraska 2 Nevatla 0 NewMezico 0 NorlhDakota 0 Oklahoma S Tennessee 0 Texas N Utah 0 Wisconsin 0 Wyoming Quality Engineedng Since 1965 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Terracon We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consuiting services, please do not hesitate to contact us. Sincerely, TERRACON Prepared by: ~ L3350~ Laura A. MQacDonal Project Manager W Reviewed by: 7 NF~~/ ichael E. Anderson, P.E. , Geotechnical Department Manager Copies to: Addressee (5) Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 TABLE OF CONTENTS Page No. Letter of Transmittal ii INTRODUCTION ...............:.......1 PROPOSED CONSTRUCTION .......................1 SITE EXPLORATION .......................2 Field Exploration .........................2 Laboratory Testing .........................3 SITE CONDITIONS .......................3 SUBSURFACE CONDITIONS .......................4 Geology .........................4 Soil and Bedrock Conditions .........................4 Field and Laboratory Test Results .........................4 Groundwater Conditions .........................5 ENGINEERING ANALYSES AND RECOMMENDATIONS .......................6 Geotechnical Considerations .........................6 Spread Footing Foundations .........................7 Straight Shaft Drilled Piers..................................................................... .........................8 Lateral Earth Pressures .......................10 Seismic Considerations .......................11 Floor Slab Design and Construction .......................11 Pavement Design and Construction .......................12 Earthwork .......................15 General Considerations .......................15 Site Preparation .......................15 Subgrade Preparation .......................16 Fill Materials and Placement .......................17 Slopes .......................18 Excavation and Trench Construction .......................18 Additional Design and Construction Considerations .......................19 Exterior Slab Design and Construction .......................19 Underground Utility Systems .......................19 Corrosion Protection .......................20 Surface Drainage .......................20 GENERAL COMMENTS .....................20 iv v Geotechnical Engineering Report Terracon Jacobs Engineering Group, inc. Terracon Project No. 25995285 TABLE OF CONTENTS (ConYd) Figure No. BORING LOCATION MAP ...........................................................................................1 APPENDIX A: LOGS OF BORINGS APPENDIX B: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES v GEOTECHNICAL ENGINEERING REPORT COORS BOTTLING PLANT WEST 50T" AVENUE AND MILLER STREET WHEAT RIDGE, COLORADO TERRACON PROJECT NO. 25995285 October 12, 1999 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed addition to the existing bottiing piant located near the northwest comer of West 50`h Avenue and Miller Street in Wheat Ridge, Colorado. The site is located in the southeast quarter of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian. The purpose of these services is to provide information and geotechnicaf engineering recommendations relative to: • subsurface soil and bedrock conditions • groundwater conditions • foundation design and construction • lateral earth pressures • floor slab design and construction • pavement design and construction • earthwork • drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PROPOSED CONSTRUCTION Based on information provided by Jacobs Engineering, Inc., the proposed project will include the construction of a single-story warehouse addition. We understand that the foundation system of the existing building consists of drilled straight shafts piers socketed into bedrock. The addition will not be structurally connected to the existing building and will be constructed using pre-cast wall panels and pre-cast roofing. Basement constrvction will not be incorporated into the building design. Adjacent to the existing buiiding, up to 3-1/2 feet of fill will be placed inside the perimeter wall to raise the slab to the desired elevation. Because the site slopes to the south, up to 6 feet of fill will be placed inside the southern perimeter wall to raise the slab to the desired elevation. Wall height will vary from Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 approximately 3-1/2 to 6 feet. Wall and column loads are assumed to be on the order of 4 to 6 kips per lineal foot and 50 to 80 kips, respectively. In the event that spread footing foundations are used at this site, we assume that a minimum of 4 feet of separation will be rnaintained between the bottom of the footing and the top of the claystone. Other major site development will include the construction a truck dock attached to the new addition, and also the construction of an asphalt concrete or Portland cement concrete parking lot to the south of the proposed building addition location. The parking lot wiil essentially be constructed at-grade, however some cut is anticipated at the north end of the proposed lot. Two levels of traffic are anticipated for pavements to be constructed on the site. These include automobile parking and main traffic corridors (drives, truck access, bays, etc.). We understand that on the order of 8 trucks per day will use the truck dock. Traffic criteria assumed for pavement thickness designs include single 18-kip equivalent axle loads (ESAL's) of 5 for automobile parking, and 15 for main traffic corridors and the truck dock. SITE EXPLORATION The scope of the services performed for this project inciuded site reconnaissance by an engineering geologist, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: A total of 5 test borings were drilled on September 20, 1999 to depths ranging from about 20 to 25 feet beiow existing site grade at the locations shown on the Boring Location Map, Figure 1. Three borings were drilled within the footprint of the proposed addition, and 2 borings were drilled in the area of proposed pavements. All borings were advanced with a truck-mounted driliing rig, utilizing 4-inch diameter solid stem auger. The borings were located in the field by the client. The accuracy of boring locations shouid oniy be assumed to the level implied by the methods used. Continuous lithologic logs of each boring were recorded by the engineering geologist during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving ring barrel samplers. Representative bulk samples of subsurface materials were obtained from the upper 5 feet of the pavement borings. Penetration resistance measurements were obtained by driving the ring barrel into the subsurface materials with a 140-pound hammer falling 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. 2 Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Groundwater measurements were made in each boring at the time of site exploration and 1 day after driliing in the parking area borings. Boring Nos. 1 through 3 were backfilled due to safety considerations. Laboratory Testing: Samples retrieved during the field exploration were retumed to the laboratory for observation by the project geotechnical engineer, and were classified in accordance with the Unified Soil Classification System described in Appendix C. Samples of bedrock were classified in accordance with the general notes for Rock Classification. At that time, the field descriptions were confirmed or modified as necessary and an appiicable laboratory testing program was formulated to detertnine engineering properties of the subsurface materials. Logs of Borings were prepared and are presented in Appendix A. Laboratory test results are presented in Appendix B, and were used for the geotechnicai engineering analyses, and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable ASTM, local or other accepted standards. Selected soil and bedrock samples were tested for the foliowing engineering properties: . Water content . Grain size • Dry density . Plasticity Index • Consoiidation • Water solubie sulfate content • Expansion SITE CONDITIONS The site is currently located in a portion of the existing Coors bottling plant properry. The site of the addition is covered with either asphalt or concrete pavement. The site of the proposed parking area is currently a grass landscaped area. The site is bounded on the north by existing buildings, on the east by existing buildings, ponds and then Miiler Street, on the south by West 50'" Avenue, and on the west by another warehouse facility. The ground surface in the area of the proposed addition generally sloped down to the south. There was an elevation difference of approximately 3 feet across the proposed addition. The proposed parking area was relatively flat, however the parking area was on the order of 20 feet lower in elevation than the site of the proposed addition. Site drainage was generally in the form of surtace sheet flow directed to the south. We understand that utilities are located in the area of the proposed addition. 3 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 SUBSURFACE CONDITIONS Terracon Geology: Surficial geologic conditions at the site, as mapped by the U.S. Geological Survey (USGS) ('Lindvall, 1979), consist of Louviers Alluvium of Pleistocene age. The aliuvium is described as reddish- to yellowish-brown pebbly arkosic sand, coarse sand, cobble-sized gravel and occasionally boulders. Lenticular masses of silt and clay area aiso encountered in this formation. These materiais are commonly on the order of 15 to 20 feet in thickness. Bedrock underlying the surface units consists of the Denver and Arapahoe formations of Paleocene and upper Cretaceous age. These formations have been reported to include claystone, siltstone and sandstone, interbedded within lenticular beds of tuffaceous sandstone and pebble conglomerate. The finer-grained units within the formations contain montmorillonitic clays that produce high to very high swelling pressures when moisture content is elevated. The thickness of these units has been reported on the order of 300 to 900 feet. Due to the relatively flat nature of the site, geologic hazards at the site are anticipated to be low. Seismic activity in the area is anticipated to be low; and from a structural standpoint, the property should be relatively stabie. With proper site grading around the proposed structure, erosional problems at the site shouid be minimal. Mapping completed by the Colorado Geological Survey (ZHart, 1972), indicates the site in an area of "Low Swell Potential". Potentially expansive materials mapped in this area include bedrock, weathered bedrock and colluvium (surficial units). Soil and Bedrock Conditions: As presented on the Logs of Borings, approximately 6 inches of asphalt was encountered in Boring Nos. 1 and 2 and approximately 8 inches of Portland cement concrete was encountered in Boring No. 3. Below the asphalt or concrete in Boring Nos. 1 and 3, fill soils comprised of clayey sand and fat clay with varying amounts of gravel, claystone and wood fragments were encountered to depths ranging from about 5 to 7 feet below existing site grade. Native soils encountered included clayey sand with gravel and lean clay with varying amounts of sand to depths ranging from about 9-1/2 feet to the full depth of exploration. Claystone bedrock was encountered in 3 of the 5 borings and extended down to the full depth of exploration. Field and Laboratory Test Resuits: Field test results indicate that the sand fili soiis vary from very loose to medium dense in relative density. The clay fill soils were very stiff in consistency. The native sand soils vary from very loose to dense in relative density, and the 'Lindvall, Robert M., 1979, Geologic Map of the Arvada Quadrangle, Adams, Denver, and JeHerson, Countles, Colorado, United States Geological Survey, Map GQ-1453. 2Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Coloredo Geological Survey, Sheet 2 of 4. 4 Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 native clays vary from stiff to very stiff in consistency. The claystone bedrock varies from medium hard to hard in hardness. A possible petroleum odor was noted in Boring No. 3 between depths of 11 and 13 feet. Laboratory test results indicate that the sand fill soils at shallow depths have non- to low expansive potential and moderate compression/settlement potential. The native clays and clay fill soils are considered to have low to moderate expansive potential. The claystone bedrock is considered to have low to high expansive potential. The results of our soluble sulfate testing indicated negligible values. Groundwater Conditions: Groundwater was encountered at depths of about 6 to 9-1/2 feet befow existing site grade in the test borings at the time of field exploration. When checked 1 day after drilling, groundwater was measured at depths of about 4-1/2 to 7 feet below existing site grade in the parking borings. These observations represent groundwater conditions at the time of the field exploration, and may not be indicative of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Based upon review of U.S. Geological Survey Maps, ('Hillier, et al, 1983), regional groundwater beneath the project area is expected, to be encountered in unconsolidated alluvial deposits on the site at depths ranging from 10 to 20 feet below present ground surface. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors, including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. Fluctuations in groundwater levels can best be determined by implementation of a groundwater monitoring plan. Such a plan would include installation of groundwater monitoring wells, and periodic measurement of groundwater levels over a sufficient period of time. The possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. 'Hiliier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Wa[erTable (1976-1977) !n the Greater DenverArea, Front Range Urban Corritlor, Colorado, United States Geological Survey, Map I-856-K 5 Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 ENGINEERWG ANALYSES AND RECOMMENDATIONS Geotechnical Considerations: The site appears suitable for the proposed construction. We understand that up to 6 feet of fill will be required inside the perimeter wall to achieve final construction elevation for the slab. The recommendations contained in this report assume that fill will be required, and will be placed according to the specifications provided. if there are any significant deviations from the assumptions conceming fill placement when the finai site plan is developed, the conclusions and recommendations of this report should be reviewed and confirmed/modified as necessary to reflect the final planned site configuration. Imported fill should be a granular material to reduce, or eliminate any potential Iong-term consolidation effects after placement and compaction, and to be compatible with on-site foundation soils. Approximately 5 to 7 feet of fill was encountered in 2 borings drilled at the site. We assume that the fill was placed during construction of the existing building. We do not possess any information regarding whether the fill was placed under the direction and observation of a geotechnical engineer. Based upon the field penetration resistance values, in-situ dry densities, and the laboratory consolidation test data, it is our opinion that portions of the existing fili can be used for support of foundations, floor slabs-on-grade and pavements, without the need for complete removal and/or recompaction. Areas of very loose or low density fill soiis will require recompaction prior to support of foundations, floor slabs-on-grade and pavement. However, the consistency and relative density of the existing fill must be verified prior to foundation, slab-on-grade and pavement construction to assess that similar conditions exist across the site with those encountered in the borings. As previously outlined, areas of very loose or low density soils were encountered in Boring No. 3. Overexcavation and recompaction will be required below foundations, if similar very loose to loose soil conditions are encountered at bearing depth, as outlined in the Spread Footing Recommendations below. Currently, the clay fill soils exhibit low expansive potential. The moisture content of the existing clay fill soils should be maintained throughout construction. If the clay filis are allowed to dry out, and are then re-wetted, they will likely exhibit moderate to high expansive potential. Groundwater was encountered in two borings performed for the addition at depths ranging between 7 and 7-1/2 feet below existing site grade at the time of drilling. This level may fluctuate, and should be considered when developing design and construction plans for the project. 6 Geotechnicai Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 The following foundation systems were evaluated for use on the site: • spread footings bearing on undisturbed soils and/or engineered fill; • grade beams and straight shaft piers drilled into bedrock; Slab-on-grade construction is considered acceptable for use when subgrede soils consist of on-site non- to low expansive soils or imported fill, provided that design and construction recommendations are followed and some movement can be tolerated. Design and construction recommendations for foundation systems and other earth connected phases of the project are outlined below. Spread Footing Foundations: Due to the presence of non- to low-swelling soiis on the site, spread footing foundations bearing upon undisturbed subsoils, recompacted native soils, and/or engineered fill are recommended for support for the proposed structure. In the event that the existing soils are allowed to dry out and are then re-wetted, they may exhibit moderate to high expansive potential. Therefore, the existing moisture content of the soils , should be maintained throughout construction. The footings may be designed for a maximum bearing pressure of 2,000 pounds per square foot (pso. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. Recommended minimum widths of column and wall footings are 24 inches and 18 inches, respectively. Areas of very loose, low density or soft soils wili be encountered at foundation bearing depth, particularly in the area of Boring No. 3. When such conditions exist beneath planned footing areas, the subgrade soils should be removed to a minimum depth of 24-inches and a minimum of 18-inches horizontally beyond the edge of footings. The soils should be replaced as engineered fill, conditioned to near optimum moisture content and compacted. We recommend that a minimum 4 foot separation be maintained beriveen the bottom of the footings and the existing claystone bedrock. Due to the limited amount of borings, this should be confirmed prior to construction. If claystone bedrock is encountered within 4 feet of the bottom of footings, it should be over-excavated and replaced with non- to low expansive compacted fill. Exterior footings should be placed a minimum of 36 inches below finished grade for frost protection and to provide confinement for the bearing soils. Interior footings should bear a minimum of 12 inches below finished grade. Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. 7 Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Footings should be proportioned to reduce differential foundation movement. Proportioning ; on the basis of equal total settlement is recommended; however, proportioning to relative constant dead-load pressure will also reduce differential settlement between adjacent footings. Total settlement resulting from the assumed structural loads is estimated to be on ' the order of 1/2 inch or less. Differential settlement should be on the order of 1/2 to 3/4 of the estimated total settlement. Additional foundation movements could occur if water from , any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Settlements due to the placement of 6 feet of fill is , estimated to be on the order of about'/: inch. This settlement is in addition to the 1/2 inch ' due to structural loads. It is recommended that the proposed addition be constructed structuraily independent of the existing building. The influence and interaction of existing and proposed footings on the foundation soils shouid be evaluated. This should be taken into account in the design of the proposed structure. Care should be taken during construction to avoid affecting the existing structure. This may require shoring of excavations adjacent to existing foundations to protect the structural integrity of the existing building. Footings, foundations, and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. Foundation excavations should be observed by the geotechnicai engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Straight Shaft Driiled Piers: A grade beam and drilled pier foundation system is considered an option for support of the proposed structure. Straight shaft piers, driiled a minimum of 5 feet into firm or harder bedrock, with a minimum shaft length of 18 feet are recommended. For axial compression loads, piers may be design for a maximum end-bearing pressure of 25,000 pounds per square foot (psfl, and skin friction of 2,500 psf for the portion of the pier in firm or harder bedrock. Piers should be considered to work in group action if the horizontat spacing is less than six pier diameters. A minimum practical horizontal spacing between piers of at least three diameters should be maintained, and adjacent piers should bear at the same elevation. The capacity of individual piers must be reduced when considering the effects of group action. Capacity reduction is a function of pier spacing and the number of piers within a group. If 8 Geotechnical Engineering Report Terracon i Jacobs Engineering Group, Inc. Terracon Project No. 25995285 group action analyses are necessary, capacity reduction factors can be provided for the analyses. Required pier penetration should be balanced against potential uplift forces due to expansion of the subsoils and bedrock on the site. For design purposes, the uplift force on each pier can be determined on the basis of the following equation: Up=25xD Where: UP = the uplift force in kips, and D= the pier diameter in feet Uplift forces on piers should be resisted by a combination of dead-load and pier penetration below a depth of 7 feet and in the bearing strata. All piers should be reinforced full depth for the applied axial, lateral and uplift stresses imposed. the amount of reinforcing steel for expansion should be determined by the tensile force created by the uplift force on each pier, with allowance for dead-load. Minimum reinforcement of at least one percent of the cross-sectional area of each pier should be specified. To reduce potential uplift forces on piers, use of long grade beam spans to increase individual pier loading, and small diameter piers are recommended. For this project, use cf a minimum pier diameter of 12-inches is recommended. A minimum 4-inch or greater void space should be provided beneath grade beams between piers. The void material should be of suitable strength to support the weight of fresh concrete used in grade beam construction, and to avoid collapse when foundation backfill is placed. Drilling to design depths should be possible with conventional single flight power augers. Groundwater and soil conditions indicate that temporary steel casing will likely be required to properly drill and clean piers prior to concrete placement. Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. If pier concrete cannot be placed in dry conditions, a tremie should be used for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. If casing is used for pier construction, it should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation of voids in pier concrete. Pier concrete should have a relatively high fluidity when placed in cased pier holes or through a tremie. Pier concrete with slump in the range of 6 to 8 inches ~ is recommended. 9 350 psf/ft • Coefficient of base friction (bearing on sand) .......................................................0.35* • Adhesion at base of footing (bearing on clay) 1000 psf `The coefficient of base friction should be reduced to 0.30 when used in conjunction with passive pressure. Where the design includes restrained elements, the following equivalent fluid pressures are recommended: • At rest: Cohesive soil backfill (on-site clay) Cohesionless soil backfill (on-site sand) . 65 psf/ft qG ..nF/H Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Fill against grade beams and walls should be compacted to densities specified in Earthwork. Medium to high plasticity clay soils or claystone should not be used as backfill against walls. Compaction of each lift adjacent to walis should be accomplished with hand-operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures which could result in wall movement. Seismic Considerations: The project site is located in Seismic Risk Zone i of the Seismic Zone Map of the United States as indicated by the 1997 Uniform Building Code. Based upon the nature of the subsurface materials, Soil Profile Type, Sc, should be used for the design of structures for the proposed project (1997 Unifortn Building Code, Table No. 16-J). Floor Slab Design and Construction: Non-expansive, or only low expansive soils or engineered fill will support the floor slab. In the event that the existing soiis are allowed to dry out and are then re-wetted, they may exhibit moderate to high expansive potential. Therefore, the existing moisture content of the soils should be maintained throughout construction. Some differential movement of a siab-on-grade floor system is possibie should the subgrade soils become elevated in moisture content. To reduce potential slab movements, the subgrade soils should be prepared as outlined in the earthwork section of this report. For structural design of concrete slabs-on-grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or engineered fill consisting of on-site soils. A modulus of 200 pci may be used for floors supported on non- expansive imported fili meeting the specifications outlined below. Additional floor slab design and construction recommendations are as follows: • Positive separations and/or isolation joints should be provided between slabs and aIl foundations, columns or utility lines to allow independent movement. • Controi joints should be provided in slabs to control the location and extent of cracking. • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. • If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to minimize potential vapor rise through the slab. • Floor slabs should not be constructed on frozen subgrade. 11 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Terracon • Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1 R are recommended. Pavement Design and Construction: Design of pavements for the project have been based on the procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO). Areas within proposed pavements on the site will be divided into two categories based upon anticipated traffic and usage. Traffic criteria assumed for pavement thickness designs include single daily 18-kip equivalent single axle loads (ESAL's) of 5 for automobile parking, and 15 for driveways/truck access/truck dock. Based upon AASHTO criteria, Coiorado is located within Climatic Region VI of the United States. This region is characterized as being dry, with hard ground freeze and spring thaw. The spring thaw condition typically results in saturated or near-saturated subgrade soil moisture conditions. The AASHTO criteria suggests that these moisture conditions are prevalent for approximately 12-%% of the annuai moisture variation cycle. Local drainage characteristics of proposed pavements areas are considered for vary from fair to good depending upon location on the site. For purposes of this design analysis, fair drainage characteristics are considered to control the design. These characteristics, coupled with the approximate duration of saturated subgrade conditions, results in a design drainage coefficient of 0.9 when applying the AASHTO criteria for design. For flexible pavement design, a terminal serviceability index of 2.0 was utilized along with an inherent reliability of 80% and a design life of 20 years. Using the correlated design R-value of 5, appropriate ESAL, environmental criteria and other factors, the structural numbers (SN) of the pavement sections were determined on the basis of the 1993 AASHTO design equation. In addition to the flexible pavement design analyses, a rigid pavement design analysis was completed, based upon AASHTO design procedures. Rigid pavement design is based on an evaluation of the Modulus of Subgrade Reaction of the soils (K-value), the Modulus of Rupture of the concrete, and other factors previously outlined. The design K-value of 100 for the subgrade soil was determined by correlation to the Iaboratory tests results. A modulus of rupture of 600 psi (working stress 450 psi) was used for pavement concrete. The rigid pavement thicknesses for each traffic category were determined on the basis of the AASHTO design equation. 12 Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Recommended attematives for flexible and rigid pavements, summarized for each traffic area, are as follows: Aggregate base course (if used on the site) should consist of a blend of sand and gravel which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. Aggregate base course should be placed in lifts not exceeding six inches and shouid be compacted to a minimum of 95% standard Proctor density (ASTM D698). Asphalt concrete should be composed of a mixture of aggregate, filler and additives, if required, and approved bituminous material. The asphalt concrete should conform to approved mix designs stating the Hveem properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in asphalt concrete should meet particular gradations. Material meeting Colorado Department of Transportation Grading C or CX specification is recommended for asphalt concrete. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt materiai should be placed in maximum 3-inch lifts and should be compacted to a minimum of 95% Hveem density (ASTM D1560) (ASTM D1561). 13 Each altemative should be investigated with respect to current material availability and economic conditions. Rigid concrete pavement, a minimum of 6 inches in thickness, is recommended at the location of the truck dock where trucks park and load. Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Where rigid pavements are used, the concrete should be obtained from an approved mix design with the following minimum properties: . Modulus of Rupture @ 28 days • Strength Requirements • Minimum Cement Content . CementType • Entrained Air Content . Concrete Aggregate • A99regate Size • Maximum Water Content • Maximum Allowable Slump ........................................600 psi minimum ..ASTM C94 ........................................6.0 sacks/cu. yd. Type I Portland 6 to 8% ASTM C33 and CDOT Section 703 .........................................1 inch maximum ....................................0.49 Ib/Ib of cement .....................................................4 inches Concrete should be deposited by tnack mixers or agitators and placed a maximum of 90 minutes from the time the water is added to the mix. Other specifications outlined by the Colorado Department of Transportation should be followed. Longitudinal and transverse joints should be provided as needed in concrete pavements for expansion/contraction and isolation. The location and extent of joints should be based upon the final pavement geometry and should be placed (in feet) at roughly twice the slab thickness (in inches) on center in either direction. Sawed joints should be cut within 24- hours of concrete placement, and should be a minimum of 25% of slab thickness plus 1/4 inch. All joints should be sealed to prevent entry of foreign material and dowelled where necessary for load transfer. Future performance of pavements constructed on the clay soils at this site will be dependent upon several factors, including: . maintaining stabie moisture content of the subgrade soils; and, . providing for a planned program of preventative maintenance. Since the clay soils on the site have shrink/swell characteristics, pavements could crack in the future primarily because of expansion of the soils when subjected to an increase in moisture content to the subgrade. The cracking, while not desirable, does not necessarily constitute structural failure of the pavement. 14 Geotechnical Engineering Report Jacobs Engineering Group, inc. Terracon Project No. 25995285 Terracon The performance of all pavements can be enhanced by minimizing excess moisture which can reach the subgrade soils. The following recommendations should be considered at minimum: • Site grading at a minimum 2% grade away from the pavements; . Compaction of any utility trenches for landscaped areas to the same criteria as the pavement subgrade; • Sealing all landscaped areas in, or adjacent to pavements to minimize or prevent moisture migration to subgrade soils; . Placing compacted backfill against the exterior side of curb and gutter; and, . Placing curb, gutter and/or sidewalk directly on subgrade soils without the use of base course materials. Earthwork: General Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should inctude observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. Site Preparation: Strip and remove existing vegetation, debris, concrete, asphalt and other deleterious materials from proposed building addition and pavement areas. All exposed surfaces should be free of mounds and depressions which could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after completion of grading operations. If it is necessary to dispose of organic materials on-site, they should be placed in non-structural areas, and in fill sections not exceeding 5 feet in height. All materials derived from the demolition of existing pavements should be removed from the site, and not be allowed for use in any on-site fills. The site should be initially graded to create a relatively level surtace to receive fiil, and to provide for a relatively uniform thickness of fill beneath proposed building structures. All 15 Geotechnicai Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Terracon exposed areas which will receive fili, once properly cleared, should be scarified to a minimum depth of 8-inches, conditioned to near optimum moisture content, and compacted. Although evidence of very loose or soft filis or underground facilities such as septic tanks, cesspools, and basements, was not observed during the site reconnaissance, such features could be encountered during construction. If very loose or soft fills or underground facilities are encountered, including utilities, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. If excavations need to penetrate into the bedrock, ripping or jack-hammering may be needed to advance the excavation. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered in excavations on the site. Pumping from sumps may be utilized to control water within excavations. Well points may be required for significant groundwater flow, or where excavations penetrate groundwater to a significant depth. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively stable. However, the stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaiuation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. Subgrade Preparation: Areas of soft or loose soils may be encountered at foundation bearing depth after excavation is completed for footings. When such conditions exist beneath planned footing areas, the subgrade soiis should be removed to a minimum depth of 24-inches and a minimum of 18-inches horizontally beyond the edge of footings. The 16 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Terracon soils should be replaced as engineered fill, conditioned to near optimum moisture content and recompacted prior to placement of the foundation system. Subgrade soils beneath interior and exterior slabs, and beneath pavements should be scarified, moisture conditioned and compacted to a minimum depth of 8 inches. The moisture content and compaction of subgrade soils should be maintained untii slab or pavement construction. Fill Materials and Placement: Clean on-site soils or approved imported materials may be used as fill material. On-site claystone bedrock is not recommended for use as compacted fili beneath interior or exterior floor slabs. Imported soils (if required) should conform to the foliowing: Gradation Percent finer by weight 1ASTM C1361 6" 100 3.................................................................................................................. 70-100 No. 4 Sieve 50-100 No. 200 Sieve ..........................................................................................35 (max) • Liquid Limit ........................................................................................30 (max) • Plasticity Index ...................................................................................15 (max) • Maximum expansive potential .............................................................1.5 'Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at about 3 percent below optimum water content. The sample is confined under a 100 psf surcharge and submerged. Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Recommended compaction criteria for engineered fill materials are as follows: 17 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terrecon Project No. 25995285 Material Terracon Minimum Percent (ASTM D698) Scarified subgrade soils .....................................................................................95 On-site and imported fill soiis Beneath foundations (bearing on imported fill) .............................................98 Beneath foundations (bearing on on-site clay soiis) .....................................95 Beneath slabs ..............................................................................................95 Beneath pavements .....................................................................................95 Misceilaneous backfill (non-structural areas) .....................................................90 On-site clay soils should be compacted within a moisture content range of optimum to 3 percent above optimum. On-site sands and/or imported soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. Slopes: For permanent slopes in compacted fill areas less than 15 feet in height, a maximum siope angle of 2-1/2:1 (horizontai to verticai) for on-site materials is recommended. The face of all slopes should be compacted to the minimum specification for fill embankments. Alternately, fill slopes can be over-built and trimmed of compacted material. For permanent slopes less than 15 feet in height in cut areas, recommended maximum configurations for on-site materiais are as follows: Material Maximum Slope Horizontal:Vertical Cohesive soils (clays) Cohesionless soils 3:1 2-'I /2:1 If steeper slopes are required for site development, stability analyses should be completed to design the grading plan. Excavation and Trench Construction: Excavations into the on-site soiis will encounter caving soils and possibly groundwater, depending upon the final depth of excavation. 18 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Terracon The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Additional Design and Construction Considerations: Exterior Slab Design and Construction: Compacted subgrade or existing ciayey soils will expand with increasing moisture content; therefore, exterior concrete grade slabs may heave, resulting in cracking or vertical offsets. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. To reduce the potentiai for damage, we recommend: • exterior slabs be supported on fill with no, or very low expansion potential • strict moisture-density control during placement of subgrade fills • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural eiements • provision for adequate drainage in areas adjoining the slabs • use of designs which allow vertical movement behveen the exterior slabs and adjoining structurai elements Underground Utility Systems: All piping should be adequately bedded for proper load distribution. Where utilities are excavated below groundwater, temporary dewatering will be required during excavation, pipe placement and backfilling operations for proper construction. Utility trenches should be excavated on safe and stable slopes in accordance with OSHA regulations as discussed above. Backfill should consist of the on-site soils or existing bedrock. If bedrock is used, ali plus 6-inch material should be removed from it prior to its use. The pipe backfill should be compacted to a minimum of 95 percent of Standard Proctor Density ASTM D698. 19 Geotechnical Engineering Report Jacobs Engineering Group, Inc. Terracon Project No. 25995285 Terracon All underground piping within or near the proposed structure should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in grade beams should be oversized to accommodate differential movements. Corrosion Protection: Results of soluble sulfate testing indicate that ASTM Type I Portland cement is suitable for all concrete on and below grade. However, if there is no, or minimal cost differential, use of ASTM Type II Portland cement is recommended for additional sulfate resistance of construction concrete. Foundation concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. SurFace Drainage: Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features which could retain water in areas adjacent to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 5 feet from perimeter walls. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walls. Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, greding, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations which may occur between borings or across the site. The nature and extent of such variations may not become 20 Geotechnical Engineering Report Terracon Jacobs Engineering Group, Inc. Terracon Project No. 25995285 evident until construction. If variations appear, it will be necessary to reevaluate the recommendations ot this report. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materiais or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. In the event that changes in the nature, design, or location of the project as outlined in this report, are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes, and either verifies or modifies the conclusions of this report in writing. 21 • H1 COORS 9UILDING 25 w B2 0 V. SOTH AvENUE B3 N 0 1 APPROXIMATE BORING LOCPTION fIGURE 1 80RING LOCATION MAP COORS BOTTLING PLANT ADDITION 50TH & MILLER STREET wHEAT RiDGE, COLORADO GNWECL rvOUBEW. E59953l3 O~nH SEPtEMBER 33, 1999 Be: SSC Ireff7C011 LOG OF BORING NO. 1 page t of 1 CLIENT Jacobs Engineering Group, Inc. SITE PROJECT Denver, Colorado i Coors Bottling Plant Addition SAMPLES TESTS 0 I DESCRIPTION ~ I J i i ~ = I (n I I Z LL~ I ~ J Q = a U W ~ (n > 0 p ~ W z ~ o ~ ~ W N ~ a } W ~ QO ~ ~ Zi- ¢ODp 0 D Z m ~U ~ o_ Dfn o OU~n~ ASPHALT 6" I ~ FILL, CLAYEY SAND, fine to coarse grained, trace gravel and claystone U fragments, medium dense, brown and SC I R 12 18/12 12.3 I 121 ~ , 4 g ray, moist to wet FILL, FAT CLAY, trace gravel and CH 2 R 12 24/12 2a 4 99 +0 9/ " l f . ~ c aystone ragments, very stiff, brown and 500 sf p gray. moist to wet I 7 - CLAYSTONE, medium hard to hard, iron staining, gray i i I 10 3; R I 12 ~50/12, 15.3 113 j ~ gJ =j i SOOpsf ; 4! R' 7 50l7 I I 15 ~ I I i , ~ I ! i I zo I -I 5; R 6 I 50/6 I I ! Z0 I Stopped boring at 20 feet i i The stratification lines represent the approximate boundary lines beiween soil and rock types: in-situ, the Vansition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 9-20-99 WL I- NONE WD Ir ED BORING COMPLET 9-20-99 L w err aco n RIG CME55 ( FOREMA N BM WLj APPROVED MEAIJOB# 25995285 'c c E c LOG OF BORING NO. 2 page 1 of 1 CLIENT ~ Jacobs Engineering Group, Inc. SITE PROJECT Denver, Colorado Coors Bottlin g Plant Addition SA MPLE S TESTS (D 0 ~ DESCRIPTION O ~ I r ' Z= a = `n w ~ W > ~ N -Z Z ~ ~w z LL~ z I J JQ w O= ~ a c.N7 ~ a ~ p ¢z r z ; N z~° Q~ U' W O 0 D > Z y I- W 01 J m 00:'t3 ~U ❑ a Zi_ D 0 ~ODp ~ OU0~ ASPHALT 6" FILL, AGGREGATE BASE COARSE, with ~ cla e sand medium dense brown moist ~ , , , CLAYEY SAND, fine to coarse grained, i SC 1 R 10 50/10 4.3 120 i with gravel, medium dense to dense, i ; b rown. moist to wet ~ SC 2 R 10 50/10 I 5 i 9 5 { 3 I R 7 I 50/7 ~ CLAYSTONE hard gray molst ' 10 i , , , -_Id = ~ I I ' I ~ I I I ~ is - I i ~ i ~ I I I i ~ 2 o i I ~ Stopped boring at 20 feet li i I ~ ~ I I ~ I I I I~ i The stratification lines represent the appmximate boundary lines between soil and rock types~ in-situ. Ihe transition may 6e gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 9-20-99 wL 7 WDl• BORINGCOMPLETED 9-20-99 ~ WL . I~~rr ~co n RIG CME55 1 FOREMAN BM WL', APPROVED MEA,JOB# 25995285 LOG OF BORING NO. 3 page1 ott CLIENT Jacobs Engineering Group, Inc. SITE PROJECT Denver, Colorado Coors Bottlin g Plant Addition SA MPLE S TESTS 0 I I DESCRIPTION ~ m } I I o f ! ~ ~ ~ ' I rt I W ~n ~ w r- zp z~ I J rt ~ w Oi a < _ a ~ m i~ a > ~ W ~ z ~ z~ i W ~n Z D } W J o Qz O > ~ t I ~ Zi-- N Q ¢O~~ z ~ x I m ~U an ~ Do >°OUfn~ ' " a ~ CONCRETE 8" FILL, CLAYEY SAND, fine to coarse grained trace ro some gravel some wood V , , fragments, very loose, brown to gray, moist SC 1 ~ R 12 8/12 21.0 101 I -0 8/ . i SOOpsf - 5 SC 2 R 12 ~ 7/12 17.5 108 -0.6/ CLAYEY SAND, with gravel, dense, brown, 5 500psf i iron staining, moist I f ~ i ~ SC 3 ~ R 8 5018 ~ j ~ Possible petroleum odor at 11 to 13 feet I %i j I i i. 14 ' I I ~ I I CLAYSTONE, medium hard to hard, gray, I 4 R 6 I 36/6 15 iron staining, moist I I ' ~ i 7 ll I I II I ~ zo-1 i ~ , ZS ! ~ zs Stopped boring at 25 feet I I ~ ~ ' I , The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 9-20-99 WL I- 7 5 WD i BORING COMPLETED 9-20-99 wL ~ I rerr acci n RIG CME55 I FOREMA N BM N L ' APPROVED MEA ; JOB # 25995285 LOG OF BORING NO. 4 Page 1 ot I CUENT Jacobs Engineering Group, Inc. SITE PROJECT Denver, Colorado I Coors Bottling Plant Addition I I SA MPLE S TESTS v DESCRIPTION i m i I r ~ ' ~ (3 i ~ w I > v~ w Z zF zZ z w 02 ¢ I 2 I a N ~ I 0 O rL Wi- ~w z ~ W c_ i (Q I a ~ I Y W I J ~ z QO r K U ZI- ~ ~Q ~0D ~ ~ 0 ~ 2 F- ~ m ~U O n ~tn o OUVI~ ~ SANDY FAT CIAY, trace gravel, stiff, / brown, moist I ( ~ CH t R 12 16/12 8.7 109 +Z,g/ SOOpsf ~ CH 2 12 11/12 174 105 , I I JSC 3 R 12 1l12 CLAYEY SAND with gravel very loose to io ' ~ , , medium dense, brown, wet 7 'l i i J SC I 4:R ! NR 22/6 ; I 15 I i i 18-5 ~ ' . SANDY LEAN CLAY, very stitf, brown, moist to wet 20 25- Stopped boring at 25 feet ~ I li I' The stratification lines represent the approximate boundary lines between soil and rock types~ in-situ. [he transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 9-20-99 WL 9.5 WD 7 9121199 BORING C 9-20-99 ED WL !1 1 ferracon RIG FOREMAN BM CME55 WLI APPROVED MEAIJOB# 25995285 LOG OF BORING NO. 5 page I of 1 CLIENT Jacobs Engineering Group, Inc. SITE PROJECT Denver, Coiorado Coors Bottling Plant Addition SAMPLES TES`S J m I C Q Q I DESCRIPTION I ~ 5 F ~ LL~ J J Q U. ~ tn W ~ > N W Z ZZ W OS S!I ~ (n ~ W O w 0 ¢ Z 0LL1 U C 1 o a ~ ~ w p vi D Z i F K m O ~iU cr~ 0 o_ - 7) o zF- D N o OUCn~ C7 LEAN CLAY, with sand, trace gravel, stiff, ~ brown, moist CL 1 R 12 11/12 14.6 100 CL 2 R 12 9/12 188 101 ~ I ~ CLAYEY SAND, with gravel, medium , dense, brown, wet SC 3 R 12 37/12 jl i o I I ~ I i ~ I 20 ~ ~ , ' I I I , I li I ~ 122 s SANDY LEAN CIAY, very stiff, brown, I moist to wet ",25 25-- j ~ ring at 25 fe2t Stopped bo = ~ i I ~ i ` I z _ - ~ II I Ii I I The stratifiwtion lines represent the approximate boundary lines ~ between sofl and rock types: in-situ, the transition may be gradual. . BORING STARTED 9-20 g° ? WATER LEVEL OBSERVATIONS, ft 9-20-99 MPLETED ORING CO 5 9/21/99 VVL WD C 4 . EMAN BM ~ CME 6 I re rr ~con R T P 1WL , APPROVED MEA~,JOB# 25995285 - WL 1SI ~ ! - - 16 - - 14 - 12 10 8 0 Z i a ~ 6 ~ J a X Q 4 2 ~ ~ -2 - - -4 -6 - io ioo 10000 PRESSURE pst Specimen Identification Classification • 1 4.Oft FILL, FAT CLAY Notes CONSOLIDATION TEST ~10° I Yd ocf wC % 99 -24 Project: Coors Bottling Plant Addition 1rerracon Site Denver Colorado Job # 25995285 Date: 10-12-99 PRESSURE, psf Specimen Identification Classification • 1 9Aft CLAYSTONE Notes: Yd, pcf wC % 113 15 CONSOLIDATION TEST Project: Coors Bottling Plant Addition 1 ferracon Site Denver Cotorado Job 25995285 Date: 10-12-99 18 ' ~I i 16 14 - 12 - i 10 - , z ! a , ~ ~ 6 - ~ a X . ~ . Q 4 . ~ . . . . ~ . Z -2 ~ -4 - -6 100 1000 10000 PRESSURE. psf Specimen Identification Classification • 3 2.Oft FILL, CLAYEY SAND Notes: CONSOLIDATION TEST Project Coors Bottling Plant Addition Irerracon Site Denver Colorado Job # 25995285 Date 10-12-99 10' I Yd, PCE N/C.% 101 21 181- 16 i 14 - - - , 12 - 10 i , - , , - - 8 ~ ' - 0 Q ~ 6 , i J : . I . , . . . 4 . ~ . . ~ ~ . . . 2 - a ~ -2 ~ ~ R • -4 -6 - - - - 100 1000 10000 10` PRESSURE. psf . Specimen Identification • 3 4Aft Notes: lrerracon Classification Yd, qcf WC.°6 - FILL, CLAYEY SAND 108 18 CONSOLIDATION TEST Project: Coors Bottling Plant Addition ~ Site Denver, Colorado I, Jab 25995285 ! Date 10-12-99 ' Z Q ~ ; • 6 i ~ Q x Q , 4 ! 2 , ~ - - ~ ~ \O -2 - - ~ -4 . -6 100 1000 PRESSURE, psf Specimen Identification • 4 2.Oft Notes: Classification SANDY FAT CLAY Yd, pcf wC.% 109 9 CONSOLIDATION TEST Project: Coors Bottling Plant Addition 1rei rracon Site Denver. Colorado Job # 25995285 Date 10-12-99 --Tos I U.S. SIEVE OPENING IN INCHES iw 95 90 85 80 75 70 65 H x ~ 60 w ~ > 55 m ~ w 50 z ~ F- 45 z w ~ 40 w a 35 30 25 20 ?5 10 5 LL5. SIEVE NUMBERS HYDROMETER GRAIN SIZE IN MILLIMETERS 1 I COBBLES GRAVEL _ SAND SILT OR CLAY coarse fine coarse medium flne Specimen Identification Classification LL PL PI Cc Cu • 1 2.Oft CLAYEY SAND(SC) 32 11 21 t _ _ - _ - Specimen-Identification- D60- D30 D10 %Gravel %Sand %Slt %Cla• 1 2.Oft 19 0.208 2.0 59.9 38.1 lrerracon GRAIN SIZE DISTRIBUTION Project Coors Bottling PIanC Addition Site: Denver, Colorado Job 25995285 Date 10-5-99 iOPENMGININCHES I US.SIEVENUMBERS I HYDROMETER d J ~ 1/J 'i F ifl 1F i!1 S(1 1l1l1 ~!1(1 100 95 90 85 80 75 70 65 F- ~ 60 w ~ > 55 m ~ w 50 z ~ r- 45 z w ~ 40 w a 35 30 25 20 15 10 5 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL _ SAND coarse fine coarse medium fine Sp ecimen identification Ciassification • 3 2.Oft CLAYEY SAND(SC) 35 13 22 - - I = Specimen Identification D100 D60 D30 D10 %Gravel %Sand °/oSilt %Clay 3 2.Oft 19 0.179 4.3 52.8 42.9 GRAIN SIZE DISTRIBUTION y Project: Coors Bottling Plant Addition = Ireirracon Site Denver Colorado ~ Job 25995285 ~ , Date 10-5-99 SILT OR CLAY LL PL PI ' Cc Cu 0001 ! COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium fine Specimen Identification Classification LL PL PI Cc Cu • 4 O.Oft SANDY FAT CLAY(CH) 54 14 40____._ ' ~ ' Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay I• 4 O.Oft 4.75 0.0 31.2 68.8 GRAIN SIZE DISTRIBUTION Project Coors Bottling Plant Addition 1rerraccin Site Denver Colorado Job # 25995285 Date: 10-5-99 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HVDROMETER e o . .n , c ,n I,. H S ~ W ~ Y m ~ W 2 LL F- 2 W U K W a GRAIN SIZE IN MILLIMETERS -----GRAVEL_ _ _SAND COBBLES SILT OR CLAY coarse fine coarse medium fine Specimen Identification Classification LL PL PI Cc Cu • 5 O.Oft LEAN CLAY with SAND(CL) 48 19 29 ~ Specimen Identlfication D100 D60 D30 D10 °oGravel %Sand %Silt %Clay ~ - 5 O.Oft 19 1.3 28.4 70.3 GRAIN SIZE DISTRIBUTION Project: Coors Bottling Plant Addition lrerracon Site Denver Colorado Job 25995285 Date 10-5-99 N Y ~ N M N N N N_ d a a ~ lo 0 ~n a ~ ~ m ~ N U a c aa 00 C Y m a 0 . . a E U ~ax i W W u m v " a c 8 „ o ` = ~ U > T ~ =c= ~ y C L o ~ O ~6 EUU. ~ d Z uo o m aCo oi 0 W _ 2 N = N F ~ ~ m a W 0 a " ~ B ~ ~ Mh e ~ ~n Q N R~ F O d Z Z ~ 2 ~ N 0 ~ o a (L V o $ a yg ~ LU ~ o a 0 a ) J J ~ a ~ N a N N (~V ~ (mV F_ d a = U z J O < ~ ~ ~ ~ ~ a ~ m o _ cn O o # m m v ~ ° 00 O W c a z F- 2 ~ ° `n V z o Q cai 3 ' ~ ~ rn m ~ Q a m ~ Q Q a ° o ni m m w rn it m rn rn Y N C N °Ji6 N ~ rn m S rn u a Q Q 0 a _ g o 0 0 M o 0 ~ H H ~ O 'R o v m ' ~ N Q' r Q' r r y q Q a a V U U (q t/J S VJ S ~ N v tp O U U U . . ? ~ N ~ T Q ~ a ' o ' _ ~ c c ~ ~ N ? N v in p o c O 0 Q 0 N N II II ~ zz o Z m v in W q» ~ o i m d' U ~ " ri Z N E E E E r. 0 ~ ~ = N N 3 O o E y tm O m ~ R t o, u 3 (n N ~ N C a G N ~ ~ O V L M N ~ N 0 d E E E N ~ t m o~ d c ~ U a ~ = y u~ C N C ~ 5 E ~ ~ E ` a > o ~ E E 'x d 'w £ V) m Y x ~ E ~ ~ c n Q E c H W) c E v w ° N = U ~ p ~ QI 00 In w y W a N = v~i oi ~ F- O ~ Z Z q o N `o o E v d W ~ ~m o~ a v . ~ W „ Z z 0 j ~ d N 0= C a m c ~n ~ Ln ~ E E° J a u x o 0 0 0 0 J ~ ~ °OA~ Z y aae n . o o O O O x ' ~ m U o+ ~ E 9 g w« n . 0 ~ ~ ~ ¢ yE y w a i o c O~ ~ ~ J ~ aa mw Q J N N N T' N O F ; t O E E a ~ 3 ° ~n m ~ ~ ~n rn ~ c a ~ c v P N D 0 > U U O ~ 6 C V C ~N(7 V LL'l d O o j ~ N ~ r N ~ t2 o fV O w O a~ O in O ~ O ~ ~ N A _ ~ > d - O C o d 3 a ~ - U U U T a o v y~ c c v O 1F v i U w ti v i U U m 9 L m pl ~'ry 'tp ~ N r N ~ O. 9 '0 ' N ~ V W O Gl fn O . U~ vv-o m y J m . ` . m m a v m v a~ ~ a p I- r m m m- m m m 0 P m N N R N V' N O 'C N ~ O 70 O N - ~ (V I (n (n . O C C 0 (11 VI C d y~ U U O O c c o 0 0 m ' ~ ~ p pD D U U U rn ~ d 0 z c~ m c~ v v ~n ~n o a U y . . . . , 0 11 11 I ~ ~ ~I~ ~I U U U z DRILLING AND EXPLORATION DRILLING 8. SAMPLING SYMBOLS: AS : Auger Sample , BS : Bulk Sampie DB : Diamond Bit = 4", N, B DC : Dutch Cone FT : Fish Tail Bit HA: HandAuger HS : Hoflow Stem Auger PA : Power Auger PM : Pressure Meter PS: Piston Sample R: Ring Barrell -2.42^ I.D., 3"-O.D., unless othenvise noted RB : Rock Bit SS : Split Spoon - 1" I.D., 2" O.D., unless othenvise noted ST : Thin-Walied Tube - 2" O.D., unless otherwise noted WB: Wash Bore WS: Wash Sample Penetration Test: Blows per foot of a 140 pound hammer falling 30 inches on a 2-inch O.D. split spoon, except where noted. WATER LEVEL MEASUREMENT SYMSOLS: AB : After Boring ACR : After Casing Removal WD : While Drilling BCR : Before Casing Removal WL : Water Level : OCI Dry Cave in WS : While Sampling WCI : Wet Cave in Water levels indicated on the boring logs are the levels measured in the borings at the time indicated. In previous soils, the indicated Ieveis may reflect the location of groundwater. In low perrneability soiis, the accurate determination of groundwater levels is not possible with oniy short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soii classification is based on the Unified Soil Classification system and the ASTM Designations D-2487 and D-2488. Coarse grained soils have more than 50% of their dry weight retained on a#200 sieve; they are described as: ctays, if they are plastic, and silts if they are slightly plastic or non-piastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse grained soils are defined on the basis of their relative in-place density and fine grained soils on the basis of their consistency. Example: Lean day with sand, trace gravel, stiff (CL); silty sand, trace gravel, medium dense (SM). CONSISTENCY OF FINE-GRAINED SOILS: RELATIVE DENSITY OF COARSE-GRAINED SOILS: UnconFned Compressive Strength, Qu, psf Consistency N-Blows/R. Relative Density <500 Very Soft 0-3 Very Loose SDO - 1,000 Soft 4-9 Loose 1,001 -2,000 Medium 10-29 Medium Dense 2,001 -4,000 Stiff 30-49 Dense 4,001 - 8,000 Very Stiff 9-0-80 Very Dense 8,001 - 16,000 Hard 80+ Extremely Dense RELATIVE PROPORTIONS OF SAND AND GRAVEL: Descriptive Term(s) (of Components also Present in Sample) Trace W ith Modifier Percent of Dry Weight < 15 15-29 > 30 RELATIVE PROPORTIONS OF FINES: Descriptive Term(s) (of Components also Present Percent of Dry Weight in Sample) Trace < 5 With 5 - 12 Modifier > 12 GRAIN SIZE TERMINOLOGY Major Component of Sampie Boulders Cobbles Grevel Sand Silt or Clay Size Range Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75mm) 3 in. to #4 sieve (75mm to 4.75mm) #4 to #200 sieve (4J5mm to 0.075mm) Passing #200 Sieve (0.075mm) I UNIFIED SOIL CLASSIFICATION SYSTEM Crileria for Assigning Group Symbols and Group Names using Laboretory Tests" Group g Symbol Group Name Clean grevels less Cu = 4 and I = Cc = 3E GW Well-greded grevelF Gravels more than than 5°k fines° E F 50% of coarse Cu = 4 and/or 1= Cc = 3 GP Poorly graded gravel frection retained Gravels with fines Fines classif as ML or MH Y GM Siity graveic' H. Coarse-grained on No. 4 sieve more than 12%fines` Fines classify as CL or CH GC F c.x Cla e ravel ' soils more than y y g 50°h retained on Clean sands less Cu = 6 and 1= Cc = 3E SW Well-graded sand' No. 200 sieve Sands 50% or more of coarse e than 5% fines Cu = 6 and/or 1= Cc = 3E SP PoorlY 9raded sand' fraction passes Sands with fines Fines classify as ML or MH SM Siity sandG,"J No. 4 sieve ° more than 12% fines Fines classify as CL or CH SC Clayey sandc.".J PI > 7 and plots on or above "A" line' CL Lean clay" inorganic Silts and clays pl > 4 or plots below "A" line' ML SIItK.L,M liquid limit less than 50 Liquid limit - oven dried Organic clayK,L."'." Fine-greined soils Organic <0.75 OL 50% or more than Liquid limit - not dried N,L.M,o Organic silt passes the No. PI plots on or above "A" line CH Fat ciay".`'"' 200 sieve Inorganic Silts and clays PI plots below "A" line MH Elastic siltK,`'M liquid limit 50 or . more Liquid limit - oven dried Organic clayK.L."'.P Organic <0.75 OH Liquid limit - not dried Organic silt".L.",° Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat A- Based on the material passing the 3 inch (75-mm) sieve 8- If field sample contained cobbles or boulders, or both, add "with cobblas or boulders, or both" to group name C- Gravels with 5 to 12% fines require dual symbols: GW-GM well graded gravel with silt GW-GC well-graded gravel with ciay GP-GM poorly graded gravel with silt GP-GC poorly graded gravel with clay D-Sands with5 to 12% fines require dual sym6ois: SW-SM weli-graded sand with silt 60 50 -v u~i 40 i n 30 < Z m 20 X -g 10 7 4 D 0 Z ECu=D~/D,o Cc= (D,o) WO^~80 SW-SC weli-graded sand with clay SP-SM poorly greded sand with silt SP-SC poorly graded sand with clay F- If soil contains z 15% sand, add "with sand" to group name. G-If fines ciassify as Cl-ML, use dual symbol GGGM or SGSM H -If fines are organic, then add "with organic fnes" to group name. I- If soil contains a 15% gravel, add "with gravel" to group name. J- If Attterberg limits plot in shaded area, soil is a CL-ML, silt-day. LIQUID LIMIT (LL) For classifcation of fne- greined soils and fne-grained fraction of coarse-grained Equation of "U°-Iine Vertical at LL = 16 to PI = 7, then PI = 0.9 (LL - 5) Equation of "A"-line Horizontal at PI = 4 to LL = 25.5, then PI = 0.73 (LL - 20) 1 rerrac K- If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L- If soil contains 2 30°k plus No. 200 predominantly sand, add "sandy" to group name. M- If soil contains ? 30% plus No. 200, predominantly gravel, add "gravelty" to group name. N- PI z 4 and plots on or above "A" line. O- PI < 4 or plots below "A" line. P- PI plots on or above "A" line. Q - PI plots below "A" line. 10 14 20 30 40 50 60 70 60 90 100 110 ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro-crystaliine or cyrptocrystaliine quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerete Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, ciay, iron oxides or other matetials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(COs)2]. May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the minerai calcite (CaC03). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. ire LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and aifield pavements. Consolidation Used to develop an estimate of both the rate and amount of Foundafion Design both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundafion Design, and Slope Stabiliiy Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Sia6 soil and to provide a basis for sweli potential classification. Design Gradafion Used for the quantitative determination of the distribution of Soi! Ciassificafion particle sizes in soil. Liquid 8 Plastic Limit, Used as an integral part of engineering classification Soi! Classification Plasticity /ndex systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Ana/ysis pH Used to de?ermine the degree of acidity or alkalinity of a Corrosion Pofential soil. Resistivify Used to indicate the relative ability of a soil medium to carry Corrosion Potential eiectrical currents. R-Value Used to evaluate the potential strength of subgrade soil, Pavemeni Thickness subbase, and base course material, including recycled Design materials for use in road and airtield pavements. Soluble Sulphafe Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacify Compression that possess sufficient cohesion to permit testing in the Ana/ysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil lndex Property Soil mass. Behavior I ~ 1 rerracon ~ REPORT TERMINOLOGY (Based on ASTM D653) A/lowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting materiai. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. BacMiil A specified material placed and compacted in a confined area. Bedrock A natural aggregate of minerai grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, biasting or other methods of extraordinary force for excavation. Bench A horizontaf surface in a sloped deposit. Caisson (Drilied A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shafr) base. Sometimes referred to as a cast-in-place pier or drilled shaft. Coefficient of A constant proportionality fador relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compacfion The densification of a soil by means of inechanical manipulation Concrete SJab-on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted io specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it wili produce a pressure against a lateral sumed to be equivalent to that produced by the adual soil. This simplified t pre suppor approach is valid only when deformation conditions are such that the pressure increases lineariy with depth and the wall friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to exploration of the site. Man-Made Fill) Existing Grade The ground surtace at the time of field exploration. .ire REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potentia! Finished Grade The final grade created as a part of the project Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typicaliy constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurtace water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. tithologic The characteristics which describe the composition and texture of soii and rock by observation. Native Grade The naturally occurring ground surtace. Nafive Soil Naturally occurring on-site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Content given compactive effort. Perched Water Groundwater, usualiy of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Sett/emenf Downward movement. Skin Friction (Side The frictional resistance developed between soii and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Siress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified matenai in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. 1 BEHRENT ENGINEERING COMPA.(VY • CALCULATION SHEET Cu! Prc Sul By Job No. D7-_[7 1 I Date Page Checked By O C-I S k \9 ~lj i K- ( N • O$Sl6N ~l~S~P a~+ TGs~-K-D•c~N ~ A-t~lJ ~C-c_ 1-2- k'uww tngLts `S~R~~~ P~~ssua~; = 2.oao PS{F AC--r-~U~~ u f-f, - V, 5~ ff Q e.SS\~Fs "~ssv.Q`s ' ? c7~ PSF F4 Z. ~h'C~IN\r.I9 w1~1,1. ~~sSt(~NEO ~D~ ° Zaa PSF ~ wN-i 3Cow\ QWC~L ~Ca6Qevv\ ~\y Fs~l£~G~~ALL c~,L~,v,~...~iCi ~N I N D~SX. -C-mf4\ q vc~ 61 W C.l~t.. N iblk V,IAxk- <~~6A \Au- 4 4~; o" ~ ~~u V,Iru.. 5. s-.e, Ujru- I -C~f kA, 3 4 -cNEm b l a -~t! c~ ~ Z DE5CRIPTION » » SOIL DATA VERTICAL LOADS ALLOWABLE BEARING = 2,000 ps£ AXIAL DL ON STEM = 0 plf ACTIVE LATERAL = 35.0 pcf AXIAL LL ON STEM = 0 plf .....MAX PRESS. = 0.0 pc£ ...ECC(Toward Toe='+')= 0 in .....SIAPE PRESS. = 0.0 pcf BACKFILL SIAPE = 0 :1 SURCHARGE OVER TOE = 0 psf (horiz:vert,O=Leve1) SURCHARGE OVER HEEL = 200 psf PASSZVE PRESS. = 300 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : y y/n SOIL HT OVER TOE = 14 in Heel : y y/n LATERAL LOADS ADJACENT FOOTIN G LATERAL LOAD ACTING ON VERTICAL IAAD = 0 lbs STEM ABOVE SOIL = 0 psf LOAD ECCENTRICITY = 0.00 in FOOTING WIDTH = 0 ft ADD'L LATERAL LAAD = 0 plf FTG. CL TO WALL = 0 ft TOP OF FTG TO START = 0.00 ft VERT. POSITION OF FTG . TOP OF FTG TO END = 0.00 ft ...Above/Below:[+/-]= 0 ft SPREAD FOOTING ? n y/n WALL & FOOTING DATA RETAINED HEIGHT = 1.67 ft TOE WIDTH = 0.17 ft WALL HT. ABOVE SOIL = 0.33 ft HEEL WIDTH = 1.33 ft KEY DEPTH = 0 in Total Width = 1.50 ft KEY WIDTH = 0 in KEY DIST TO TOE = 0.00 ft THICKNESS = 9 in SLTNIMARY Pressure @ Toe = 942 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = 1.99 Allowable Press. = 2,000 psf Sliding = 2.78 Ecc. of resultant = 4.01 in Max. Shear @ Toe = 0.00 psi Allow. Ftg Shear = 85.00 psi Max Shear @ Heel = -1.05 psi SLIDING CHECK Lateral Pressure = 272 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 551 lbs SOIL TO NEGLECT = 0 in - Friction = 206 lbs Factor of Safety = 2.78 - Add'1 Force Required = 0 lbs FOOTING DESIGN Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,319 0 Fy = 60,000 psi Mu - Upward £t-#= 18 0 Min. As Percent = 0.0014 Mu - Downward it-#= 5 148 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 14 (148) Rebar Choices One-Way Shear: Toe Heel Actual psi= 0.0 1.0 # 4@ 25.97 in O.C. 21.98 Allowable psi= 85.0 85.0 # 5@ 40.26 " 34.07 Cover over Rebar in= 3.50 2.50 # 6@ 48.00 " 48.00 'd' in= 5.50 6.50 # 7@ 48.00 " 48.00 Ru = Mu/bd^2 psi= 0.5 3.9 # 8@ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 % STEM DESIGN < Stem Sections Top . . . . . . . . . . . . . Bottom WALL TYPE....... - 1:Mas,2:Conc,3:Not Used . 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 0 0 0 0 0 ft REBAR: O:Cntr,l:Edge ? 1 0 0 0 0 'd' FOR DESIGN = 5.25 0.00 0.00 0.00 0.00 .DESIGN DATA THICKNESS (nominal) = 8 0 0 0 0 in REBAR SIZE # 4 0 0 0 0 REBAR SPACING = 32 0 0 0 0 in Lateral Load @ Section = 142 0 0 0 0 # Moment.... Actual = 116 0 0 0 0 ft-# Moment.... Allow. = 692 0 0 0 0 ft-# Shear..... ACtual = 1.6 0.0 0.0 0.0 0.0 psi Shear..... Allow. = 19.4 0.0 0.0 0.0 0.0 psi ....Interaction Result = 0.167 0.000 0.000 0.000 0.000 Wall Weight = 78.0 0.0 0.0 0.0 0.0 psf n: Modular Ratio = 25.78 0.00 0.00 0.00 0.00 Rebar Embed Length = 6.00 0.00 0.00 0.00 0.00 in .MASONRY STEM DATA . f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA . . f'c = 2,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi SUMMARY OF FORCES & MOMENTS <-Overturning Moments- Resi sting Moments Origin of Force: # ft ft-# # ft ft-# - Active Soil Press. = 271.9 1.06 287.64 Soil over Heel = 110.8 1.17 129.42 Soil over Toe =-64.3 0.64 -41.07 19.8 0.09 1.6858 Sloped Soil @ Heel = 0.0 0.00 0 Adjacent Ftg. Load = 0.0 0.00 0 0.0 0.00 0 Surcharge Over Heel = 132.7 1.17 154.99 Surcharge over Toe = 0.0 0.00 0 0.0 0.00 0 Axial Load on Wall = 0 0.0 0.00 0 Load @ Proj. Wall = 0.0 0.00 0 Averaged Stem Wts. 156.0 0.50 78.52 Added Lateral Load = 0.0 0.00 0 Footing Weight = 168.7 0.75 126.56 Key Weight = 0.0 0.00 0 Vertical Component of Active Pressure = 0.0 0.00 0 Totals =207.598 246.57 588.0 491.19 Resisting Totals Used For Soil Pressure = 588.0 491.19 (Vert. Component of Active Pressure Removed) STEM VALUE MODIFICATIONS Top . . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 % ~j Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 DESCRIPTION » » SOIL DATA ALIAWABLE BEARING = 2,000 psf ACTIVE LATERAL = 35.0 pcf .....MAX PRESS. = 0.0 pcf .....SIAPE PRESS. = 0.0 pcf VERTICAL IAADS AXIAL DL ON STEM = 0 plf AXIAL LL ON STEM = 0 plf ...ECC(Toward Toe='+')= 0 in BACKFILL SIAPE = 0 :1 SURCHARGE OVER TOE = 0 psf (horiz:vert,O=Leve1) SURCHARGE OVER HEEL = 200 psf PASSIVE PRESS. = 300 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : y y/n SOIL AT OVER TOE = 14 in Heel : y y/n LATERAL LAADS - ADJACENT FOOTING LATERAL LOAD ACTING ON VERTICAL LOAD = 0 lbs STEM ABOVE SOIL = 0 psf IAAD ECCENTRICITY = 0.00 in ADD'L LATERAL LOAD = TOP OF FTG TO START = TOP OF FTG TO END = RETAINED HEIGHT = WALL HT. ABOVE SOIL = KEY DEPTH KEY WIDTH KEY DIST TO TOE Pressure @ Toe Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max Shear C Heel FOOTING WIDTH = 0 ft 0 plf FTG. CL TO WALL = 0 ft 0.00 ft VERT. POSITION OF FTG. 0.00 ft ...Above/Below:[+/-J= 0 ft SPREAD FOOTING ? n y/n WALL & FOOTING DATA 2.34 ft TOE WIDTH = 0.17 ft 0.33 ft HEEL WIDTH = 1.83 ft 0 in Total Width = 2.00 ft 0 in 0.00 ft THICKNESS SUMMARY 1,239 psf Factors of Safety: 0 psf overturning 2,000 psf Sliding 5.33 in = 0.00 psi Allow. Ftg Shear _ -2.66 psi = 12 in = 2.05 = 2.48 = 85.00 psi ~4j SLIDING CHECK Lateral Pressure = 429 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 704 lbs SOIL TO NEGLECT = 0 in - Friction = 362 lbs Factor of Safety = 2.45 Add'1 Force Required = 0 lbs FOO TING DESIGN Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,735 0 Fy = 60,000 psi Mu - Upward it-#= 24 0 Min. As Percent = 0.0014 Mu - Downward it-#= 5 553 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 19 (553) Rebar Choic es One-Way Shear: Toe Heel Actual psi= 0.0 2.7 # 4@ 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5@ 26.05 " 23.31 Cover over Rebar in= 3.50 2.50 # 6@ 36.97 " 33.08 'd' in= 8.50 9.50 # 7@ 48.00 " 45.11 Ru = Mu/bd^2 psi= 0.3 6.8 # 8@ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 STEM DESIGN < Stem Sections Top . . . . . . . . . . . . . Bottom WALL TYPE....... 1:Mas,2:Conc,3:Not Used . 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 0 0 0 0 0 ft REBAR: O:Cntr,l:Edge ? 1 0 0 0 0 'd' FOR DESIGN = 5.25 0.00 0.00 0.00 0.00 .DESIGN DATA 0 0 . i THICKNESS (nominal) = 8 0 0 n REBAR SIZE # 4 0 0 0 0 REBAR SPACING = 32 0 0 0 0 in Lateral Load @ Section = 236 0 0 0 0 # Moment.... Actual = 257 0 0 0 0 ft-# Moment.... Allow. = 692 0 0 0 0 ft-# Shear..... Actual = 2.6 0.0 0.0 0.0 0.0 psi Shear..... Allow. = 19.4 0.0 0.0 0.0 0.0 psi ..Interaction Result = 0.371 0.000 0.000 0.000 0.000 Wall Weight = 78.0 0.0 0.0 0.0 0.0 psf n: Modular Ratio = 25.78 0.00 0.00 0.00 0.00 Rebar Embed Length = 6.00 0.00 0.00 0.00 0.00 in .MASONRY STEM DATA............. f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA . f'c = 2,000 3,000 3,000 3,000 3,000 psi gy = 60,000 60,000 60,000 60,000 60,000 psi SUMMARY OF FORCES & MOMENTS <-Overtur ning Moments-><- Resisting Moments Origin of Force: # ft ft-# # ft ft-# - Active Soil Press. = 429.0 1.42 607.79 Soil over Heel = 272•2 1.42 386.09 Soil over Toe =-82.2 0.72 -59.33 19.8 0.09 1.6858 Sloped Soil @ Heel = 0.0 0.00 0 Adjacent Ftg. Load = 0.0 0.00 0 0.0 0.00 0 Surcharge Over Heel = 232.7 1.42 329.99 Surcharge over Toe = 0.0 0.00 0 0.0 0.00 0 Axial Load on Wall = 0 0.0 0.00 0 Load @ Proj. Wall = 0.0 0.00 0 Averaged Stem Wts. 208.3 0.50 104.82 Added Lateral Load = 0.0 0.00 0 Footing Weight = 300.0 1.00 299.99 Key Weight = 0.0 0.00 0 Vertical Component of Active Pressure = 0.0 0.00 0 - Totals =346.870 548.46 1033.0 1122.6 - Resisting Totals Used For Soil Pressure = 1033.0 1122.6 (Vert. Component of Active Pressure Removed) STEM VALUE MODIFICATIONS Top . . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 bI Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 z z 2 DESCRIPTION » » SOIL DATA ALLOWABLE BEARING = ACTIVE LATERAL = .....MAX PRESS. _ .....SIAPE PRESS. _ BACKFILL SIAPE _ (horiz:vert,O=Leve1) PASSIVE PRESS. _ SOIL DENSITY = SOIL HT OVER TOE _ LATERAL LOADS LATERAL IAAD ACTING ON STEM ABOVE SOIL = ADD'L LATERAL IAAD = TOP OF FTG TO START = TOP OF FTG TO END = RETAINED HEIGHT = WALL HT. ABOVE SOIL = KEY DEPTH KEY WIDTH KEY DIST TO TOE Pressure @ Toe Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max Shear @ Heel VERTICAL IAADS 2,000 psf AXIAL DL ON STEM = 0 plf 35.0 pc£ AXIAL LL ON STEM = 0 plf 0.0 pcf ...ECC(Toward Toe='+')= 0 in 0.0 pcf 0 :1 SURCHARGE OVER TOE _ SURCHARGE OVER HEEL = 300 pcf ...RESISTS OVERTURNING ? 100 pcf Toe : y 14 in Heel : y ADJACENT FOOTING VERTICAL IAAD = 0 psf LOAD ECCENTRICITY = FOOTING WIDTH = 0 plf FTG. CL TO WALL = 0.00 ft VERT. POSITION OF FTG. 0.00 ft _..Above/Below:[+/-]_ SPREAD FOOTING ? n WALL & FOOTING DATA 3 ft TOE WZDTH = 0.33 ft HEEL WIDTH = = 0 in Total Width = = 0 in = 0.00 ft THICKNESS = SUMMARY = 1,603 psf Factors of Safety: = 0 psf Overturning = = 2,000 psP Sliding = = 6.89 in = 0.00 psi _ -4.96 psi SLIDING CHECK FTG/SOIL FRICTION = 0.35 SOIL TO NEGLECT = 0 in Factor of Safety = 2.08 0 psf 200 psf y/ n y/ n 0 lbs 0.00 in 0 ft 0 ft 0 ft y/n 0.17 ft 2.08 ft 2.25 ft 12 in 1.83 2.08 Allow. Ftg Shear = 85.00 psi Lateral Pressure = 560 lbs - Passive Pressure = 704 lbs - Friction = 463 lbs Add'1 Force Required = 0 lbs FOOTING DESIGN Soil Press. Mult. ---Toe-- --Aeel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 2,244 0 Fy = 60,000 psi Mu - Upward it-#= 31 0 Min . As Percent = 0.0014 Mu - Downward it-#= 5 909 OMI T SP UNDER HEEL? Y y/n Mu - Design ft-#= 26 (909) Rebar Choic es One-Way Shear: Toe Heel Actual psi= 0.0 5.0 # 4 @ 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5 @ 26.05 " 23.31 Cover over Rebar in= 3.50 2.50 # 6 @ 36.97 " 33.08 'd' in= 8.50 9.50 # 7 @ 48.00 " 45.11 Ru = Mu/bd^2 psi= 0.4 11.2 @ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 STEM DESIGN < Stem Sections Top . . . . . . . . . . . . . Bottom WALL TYPE....... - 1:Mas,2:Conc,3:Not Used . 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 0 0 0 0 0 ft REBAR: O:Cntr,l:Edge ? 1 0 0 0 0 'd' FOR DESIGN = 5.25 0.00 0.00 0.00 0.00 .DESIGN DATA . THICKNESS (nominal) = 8 0 0 0 0 in REBAR SIZE # 4 0 0 0 0 REBAR SPACING = 32 0 0 0 0 in Lateral Load @ Section = 344 0 0 0 0 # Moment.... Actual = 463 0 0 0 0 ft-# Moment.... Allow. = 692 0 0 0 0 ft-# Shear..... Actual = 3.8 0.0 0.0 0.0 0.0 psi Shear..... Allow. = 19.4 0.0 0.0 0.0 0.0 psi ...,Interaction Result = 0.669 0.000 0.000 0.000 0.000 Wall Weight = 78.0 0.0 0.0 0.0 0.0 psf n: Modular Ratio = 25.78 0.00 0.00 0.00 0.00 Rebar Embed Length = 6.00 0.00 0.00 0.00 0.00 in .MASONRY STEM DATA f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA • f'c = 2,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi SUMMP.RY OF FORCES & MOMENTS - <-Overturning Moments- Resi sting Moments Origin of Force: # ft ft-# # ft ft-p Active Soil Press. = 560.0 1.67 - 933.33 Soil over Heel = 424.0 1.54 654.37 Soil over Toe =-82.2 0.72 -59.33 19.8 0.09 1.6858 Sloped Soil @ Heel = 0.0 0.00 0 Adjacent Ftg. Load = 0.0 0.00 0 0.0 0.00 0 Surcharge Over Heel = 282.7 1.54 436.24 Surcharge over Toe = 0.0 0.00 0 0.0 0.00 0 Axial Load on Wall = 0 0.0 0.00 0 Load @ Proj. Wall = 0.0 0.00 0 Averaged Stem Wts. 259.7 0.50 130.73 Added Lateral Load = 0.0 0.00 0 Footing Weight = 337.5 1.13 379.68 Key Weight = 0.0 0.00 0 Vertical Component of Active Pressure = 0.0 0.00 0 Totals =477.847 874.00 13 23.7 1602.7 Resisting Totals Used For Soil Pressure = 13 23.7 1602.7 (Vert. Component of Active Pressure Removed) STEM VALUE MODIFICATIONS Top . . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 y DESCRIPTION » » SOIL DATA ALLOWABLE BEARING = 2,000 psf ACTIVE LATERAL = 35.0 pcf .....MAX PRESS. = 0.0 pcf .....SIAPE PRESS. = 0.0 pcf VERTICAL LOADS AXIAL DL ON STEM = 0 plf AXIAL LL ON STEM = 0 plf ...ECC(Toward Toe='+')= 0 in BACKFILL SIAPE = 0 :1 SURCHARGE OVER TOE = 0 psf (horiz:vert,O=Leve1) SURCHARGE OVER HEEL = 200 psf PASSZVE PRESS. = 300 pcf ...RESISTS OVERTURNING ? SOZL DENSITY = 100 pcf Toe : y y/n SOIL HT OVER TOE = 14 in Heel : y y/n LATERAL LOADS - ADJACENT FOOTING LATERAL LOAD ACTING ON VERTICAL LAAD = 0 lbs STEM ABOVE SOIL = 0 psf LOAD ECCENTRICITY = 0.00 in FOOTING WIDTH = 0 ft ADD'L LATERAL LAAD = 0 plf FTG. CL TO WALL = 0 ft TOP OF FTG TO START = 0.00 ft VERT. POSITION OF FTG. TOP OF FTG TO END = 0.00 ft ...Above/Below:[+/-]= 0 ft SPREAD FOOTING ? n y/n WALL & FOOTING DATA RETAINED HEIGHT = 3.67 ft TOE WIDTH = 0.17 ft WALL HT. ABOVE SOIL = 0.33 ft HEEL WIDTH = 2.83 ft KEY DEPTH = 0 in Total Width = 3.00 ft KEY WIDTH = 0 in KEY DIST TO TOE = 0.00 ft THICKNESS = 12 in SUMMARY Pressure @ Toe = 1,424 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = 2.45 Allowable Press. = 2,000 psf Sliding = 1.99 Ecc. of resultant = 6.72 in Max. Shear @ Toe = 0.00 psi Allow. Ftg Shear = 85.00 psi Max Shear @ Heel = -7.67 psi SLIDING CHECK - Lateral Pressure = 709 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 704 lbs SOIL TO NEGLECT = 0 in - Friction = 703 lbs Factor of Safety = 1.99 Add'1 Force Required = 0 lbs FOO TING DESIGN Soil Press. Mult. - --Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,993 0 Fy = 60,000 psi Mu - Upward £t-#= 2$ 0 Min. As Percent = 0.0014 Mu - Downward it-#= 5 2,349 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 23 (2,349) Rebar Choic es One-Way Shear: Toe Heel Actual psi= 0.0 7.7 # 4@ 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5@ 26.05 " 23.31 Cover over Rebar in= 3.50 2.50 # 6@ 36.97 " 33.08 'd' in= 8.50 9.50 # 7@ 48.00 " 45.11 Ru = Mu/bd^2 psi= 0.4 28.9 # 8@ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 STEM DESIGN < Stem Sections Top . . . . . . . . . . . . . Bottom WALL TYPE....... - 1:Mas,2:Conc,3:Not Used . 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 0 0 0 0 0 ft REBAR: O:Cntr,l:Edge ? 1 0 0 0 0 'd' FOR DESIGN = 5.25 0.00 0.00 0.00 0.00 .DESIGN DATA . THICKNESS (nominal) = 8 0 0 0 0 in REBAR SIZE # 4 0 0 0 0 REBAR SPACING = 24 0 0 0 0 in Lateral Load @ Section = 469 0 0 0 0 4 Moment.... Actual = 750 0 0 0 0 ft-# Moment.... Allow. = 776 0 0 0 0 ft-# Shear..... ACtual = 5.1 0.0 0.0 0.0 0.0 psi Shear..... Allow. = 19.4 0.0 0.0 0.0 0.0 psi ....Interaction Result = 0.967 0.000 0.000 0.000 0.000 Wall Weight = 78.0 0.0 0.0 0.0 0.0 psf n: Modular Ratio = 25.78 0.00 0.00 0.00 0.00 Rebar Embed Length = 6.55 0.00 0.00 0.00 0.00 in .MASONRY STEM DATA f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA . . f'c = 2,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi SiJMMARY OF FORCES & MOMENTS <-Overtur ning Moments- Resi sting Moments Origin of Force: # ft ft-# # ft ft-# - Active Soil Press. = 708.6 1.92 1357.4 Soil over Heel = 793.9 1.92 1523.0 Soil over Toe =-82.2 0.72 -59.33 19.8 0.09 1.6858 Sloped Soil @ Heel = 0.0 0.00 0 Adjacent Ftg. Load = 0.0 0.00 0 0.0 0.00 0 Surcharge Over Heel = 432.7 1.92 829.99 Surcharge over Toe = 0.0 0.00 0 0.0 0.00 0 Axial Load on Wall = 0 0.0 0.00 0 Load @ Proj. Wall = 0.0 0.00 0 Averaged Stem Wts. 312.0 0.50 157.04 Added Lateral Load = 0.0 0.00 0 Footing Weight = 450.0 1.50 674.99 Key Weight = 0.0 0.00 0 Vertical Component of Active Pressure = 0.0 0.00 0 Totals =626.402 1298.0 2008.4 - - 3186.7 Resisting Totals Used For Soil Pressure = 2008.4 3186.7 (Vert. Component of Active Pressure Removed) STEM VALUE MODIFICATI ONS - Top . . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 1Y Type: 1=LtWt,2=MedWt,3=NrmWt: z / 2 2 2 2 i . r. . . _ . DESCRIPTION » » - SOIL DATA ALIAWABLE BEARING = 2,000 psf ACTIVE LATERAL = 35.0 pcf .....MAX PRESS. = 0.0 pcf .....SLOPE PRESS. = 0.0 pcf VERTICAL LAADS f~ AXIAL DL ON STEM = 0 plf AXIAL LL ON STEM = 0 plf ...ECC(Toward Toe='+')= 0 in BACKFILL SiAPE = 0 :1 SURCHARGE OVER TOE _ (horiz:vert,O=Leve1) SURCHARGE OVER HEEL = PASSIVE PRESS. = 300 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : y SOIL HT OVER TOE = 14 in Heel : y LATERAL LOADS - ADJACENT FOOTING LATERAL LOAD ACTING ON VERTICAL LOAD = STEM ABOVE SOIL = 0 psP LOAD ECCENTRICITY = ADD'L LATERAL IAAD = TOP OF FTG TO START = TOP OF FTG TO END = RETAINED HEIGHT = WALL HT. ABOVE SOIL = KEY DEPTH = KEY WIDTH = KEY DIST TO TOE _ Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = FOOTING WIDTH = 0 plf FTG. CL TO WALL = 0.00 ft VERT. POSITION OF FTG. 0.00 ft ...Above/Below:[+/-]_ SPREAD FOOTING ? n - WALL & FOOTING DATA 4.67 ft TOE WIDTH = 0.33 ft HEEL WIDTH = 0 psf 200 psf y/ n y/n 0 lbs 0.00 in 0 ft 0 ft 0 ft y/ n 0.17 ft 3.83 ft 0 in Total Width = 4.00 ft 0 in 0.00 ft THICKNESS = 12 in SUMMARY 1,481 psf Factors of Safety: 79 psf Overturning = 3.05 2,000 psf Sliding = 1-$7 7.19 in Max. Shear @ Toe = 0.00 psi Allow. Ftg Shear = 85.00 psi Max Shear @ Heel = -9.39 psi SLIDING CHECK FTG/SOIL FRICTION = SOIL TO NEGLECT = Factor of Safety = - - - - - - - - - - - - - - - - Soil Press. Mult. By ACI Eq. 9-1 psf= Mu - Upward it-#- Mu - Downward it-# Mu - Design ft-# One-Way Shear: Actual psi Allowable psi Cover over Reb ar in I3t in Ru = Mu/bd^2 psi Lateral Pressure = 960 lbs 0.35 - Passive Pressure = 704 lbs 0 in - Friction = 1,092 lbs 1.87 Add'1 Force Required = 0 lbs FOOTING DESIGN ---Toe-- --Heel-- f'c = 2,500 psi 2,073 111 Fy = 60,000 psi 30 0 Min. As Percent = 0.0014 5 5,723 OMIT SP UNDER HEEL? Y y/n 24 (5,723) Rebar Choic es Toe Heel 0.0 9.4 # 4@ 16.81 in o.c. 13.25 85.0 85.0 # 5@ 26.05 " 20.54 3.50 2.50 # 6@ 36.97 " 29.16 8.50 9.50 # 7 @ 48.00 " 39.76 0.4 70.5 # 8@ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 - = = = = = = = STEM DESIGN < Stem Sections Top WALL TYPE....... . . . . . .Bottom 1q/ 1:Mas,2:Conc,3:Not Used . 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 0 0 0 0 0 ft REBAR: O:Cntr,l:Edge ? 1 0 0 0 0 'd' FOR DESIGN = 5.25 0.00 0.00 0.00 0.00 DESIGN DATA 0 0 . in THICXNESS (nominal) = 8 0 0 REBAR SIZE # 6 0 0 0 0 REBAR SPACING = 8 O O O O in Lateral Load @ Section = 685 0 0 0 0 # Moment.... Actual = 1,348 0 0 0 0 ft-# Moment.... Allow. = 1,450 0 0 0 0 ft-# Shear..... Actual = 7.5 0.0 0.0 0.0 0.0 psi Shear..... Allow. = 19.4 0.0 0.0 0.0 0.0 psi ..Interaction Result = 0.930 0.000 0.000 0.000 0.000 Wall Weight = 78•0 0.0 0.0 0.0 0.0 psf n: Modular Ratio = 25.78 0.00 0.00 0.00 0.00 Rebar Embed Length = 6.00 0.00 0.00 0.00 0.00 in .MASONRY STEM DATA = ' 500 1 500 1 1,500 1,500 1,500 psi m f , , Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA = ' 000 2 000 3 000 3 3,000 3,000 psi f c , , , gy = 60,000 60,000 60,000 60,000 60,000 psi SUMMARY OF FORCES & MOMENTS <-OVerturning Moments-><- Resisting Moments Origin of Force: ___ft__ ft-# ___ft__ ft-# Active Soil Press. = 959.5 2.28 2188.5 Soil over Heel = 1477.3 2.42 3572.5 Soil over Toe =-82•2 0.72 -59.33 19.8 0.09 1.6858 Sloped Soil @ Heel = 0.0 0.00 0 Adjacent Ftg. Load = 0.0 0.00 0 0.0 0.00 0 Surcharge Over Heel = 632.7 2.42 1529.9 Surcharge over Toe = 0.0 0.00 0 0.0 0.00 0 Axial Load on Wall = 0 0.0 0.00 0 Load @ Proj. Wall = 0.0 0.00 0 Averaged Stem Wts. 390.0 0.50 196.3 Added Lateral Load = 0.0 0.00 0 Footinq Weight = 600.0 2.00 1199.9 Key Weight = 0.0 0.00 0 Vertical Component of Active Pressure = - 0.0 0.00 0 - Totals =877.352 2129.2 3119.8 6500.5 - Resisting Totals Used For Soil Pressure = 3119.8 6500.5 (Vert. Component of Active Pressure Removed) STEM VALUE MODIFICATIONS Top . . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1600 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 Ij Type: 1=LtWt,2=MedWt,3=NrmWt . ~ ❑ O p ~ N ~ O R CD O ' n ~ zs j N O y\ a v O2 ~ ~ m y g o- o ~u \b N 3 O ~ o _ ~ j N ° : a o ~ • Y 1 = ° ~ v~- ' m m ^ D o ~ W ~ ~ a ~ H b W 2 C- 0 U ~ Q a N ~ 5 v ~ fD a 3 (D c 3 (D A I ~ Z (n c, W m o~ ` c) c~ w ~w a 9 Z N a Uc ~ ~ Z O v ~ ~ w (D x C). m D m W~; - i C) ~ v_ W ; C) N;om V > > d (b k 12/09/02 TUE 00:12 FAE 9034918935 GRC GREG ROGERS 191001 / fV ~ ✓ 1pt ; ~ ~ 41 4 O ~v~lv ~ ~T z ~ y..,o,E,-~-~~ ~ ~ ~r /~o,/. l3 Z~~ 1 ~oyL~C~ ; I /,~,L T ~ljf / ~r1N ~ ~ ~ `~~`~"r ~ ,a/~~3•~~.~„1 "n/ Y> ~ CRC'_' WOLi: A3CFIZCCZlJ3C ARCHITECTURE PLANNING 2601 Blake Street Suite 400 Denver, Colorado 80205 phone 303.292-9107 fax 303.292-4297 INTERIOR DESIGN ~ pvq~ A\ d~- 1~~~~ ~'5° - • • • architects suppiemental instructions project: Coors Brewing Company asi no: 01 Rocky Mountain Bottle date: August 20, 2002 Com an Wheat Ridge, ColorBdo architecPs project no: 02•022.2 ISA Stores Relocation Architect's Supplemental Instructions shall modi and become a art of the oriinal construcGon Contract Documents. Item Description Number 1 CS.1- Cover Sheet- Adding Sheets M1.3 and E6.0 to Sheet Index , 8'/= x 11 attached 2 A0.2 - Demolition Plan ISA Stores Area - Relocating Fire Command Center per Requirement of Fire Marshall, 8'/~ x 11 attached 3 A1.2 - Enlarged Floor Plan ISA Stores Area - Relocating Fire Command Center per Requirement of Fire Marshall, 8 Y2 x 11 attached 4 Mt.1- HVAC Plan accommodated to Relocated Fire Command Center, 8 Yz x 11, attached 5 2 - HVAC Air Device Detail Revised, 8 YZ x 11, attached M1 6 . M1.3 - VocationalllT Area HVAC Modifications - New Sheet, 8112x11 artial sheet attached 7 0 - Relocated Fire Command Center PowerlLi htin , 8'/z x 11, attached E3 s . E6.0 - Vocational/IT Area HVAC Modifications - New Sheet, 81/2x11 partial sheet attached Cild of asi no. 01 issued by Paul Kane Grey Wolf Studio distribution: 1) RMBC Dan Roberts z) Westside Const Mark Sanders 1); WMeat Rid e Datin Mqr - sealed antl si netl 1 Arvada Fire S ark Shriver-sealed and si ned Behrent John Kullman Gre Wolf File ~~oE Cot~; y''.~ ftE,~s ~G,• c~ r.~!l_ Kr d~,~E '':o 12259 X:v ~ 07,- ~Q~ sipri , . C. :t C V W Q L r lo L V{7 1 0 P:A0222 RVIBC lSA Seores\ASIs\ASI l.dac ~ e ~ a 5 .3 C5.1 COVER SHEET ARCHITECTURAL A0.2 DEMOLITION PLAN, NOTES AND SPECIFICATIONS A1.0 OVERALL AND EGRESS FLOOR PLAN A1.2 MAIN AND UPPER FLOOR PLANS MECHANICAL M1.1 FIRST FLOOR HVAC MODIFICATION A M1.Z ROOF PLAN HVAC MODIFICATION M1.3 (NEW SHEET) VOCATIONAL/IT TRAINING AREA HVAC MODIFICATION ELECTRICAL E0.0 E1.0 E2.0 E3.0 AE6.0 (NEW SHEET) CB2500010_001 , 006, 015 FIRE PROTECTION SPEC., LEGEND, ONE-LINE DIAGRAM AND PANEL SCHED LIGHTWG PLAN, OFFICE AREAS POWER PIAN, OFFICE AREAS LIGHTING PLAN, ISA STORES POWER PLAN, ISA STORES LIGHTING PLAN, ISA RELO/VOCATIONAL/IT TRAINING AREA BUILDING EVACUATION AND ALARM SYSTEMS FP1.0 ISA STORES FIRE PROTECTION Additions to Sheet Index NONF A.SI No. 1 - 08 /2CI/02 Sh tcs.1 over Shee: G424 WOLP )XUDiO. .m,,.,..~....._... ~ 1 ~ ~ ~ ====;F _3 i i ~ ~ I A B i I i I i i I i i I I i I I Ili ~ ~ ~ I I I I I I i I ~ ~ ❑ E - ~ Relocating Fire Command Center SntAO.2 G~`~~~`~'`u„°` 1/8= l-O ASI NO. I - 08,120102 emol!tioc , cn Fire Command Center 1/8" = ASI No ~ - 08/20/02 G4eV NVOIi ]CUaiO,. Is h -L M1.2 ~.a~ a,a -I00 P''p^,o.~• A EV IT EtlqM AIN 13 16 ❑ r-VKK t IIL W 6fLLAIpt I mPUiER { 18 19 SIUMGE ~`[V ~coi Kv[ t nLrzv . ~atueroa i m zi ~ 214 rvnc Wnc ad - rux rwrnc 1 5 6 ) ~ IFZY on VEN1 1EAICR $ILVIfE muw ~ DETA(L SCnLE~ NONE 1 1 LmI1MG IORX tim. I YLIR9 0 fB25N0a1 F82504007.PB2512042 u aM To u vassia[ A15PENR0 Q0.1MG J OETAIL SLRLE~ NOHE ~ autt acT ovca K,w u aao u r~~cxK o wL wx avu r ix rtCMowu hTx aACINA nAmAcus ro sxcviunns. rn Lorx xrcHain wvuc "rso¢TM u ncs m.vurs wc oucrtAI«.nc ix x.Tus ro or drexrco m aw .u iu..smos, mttrz, crc LOViRKtIR 9V11 IIELO vcav. cxisnw cvionias rn wmnx rL was.wn rinurs m manc rK ixiexr a rHc vuhrs xrc oimewcrcs srvccx uuhrs rn nttn camnara swu R aPORreo io CNWKER !pt fESRUtIOt J pJCt SIlE3 NE II610E OINEI6IIX Qm IlL WS PIPINL i0 fLLLM COSiS ML ISB2fN & r) mPIdSIIA AIR PWING f0 fRIOV ~ SPEC 0656A01 h C0111RLxI a) CIIISiINL CVVOGi1VE CIILCRS IRE AWBE AIA IOOL C0213C U C11SiIxL IMII I[1iCR5 ffml SI4VILE N2 IOOIK IURL Fx066Y01 II5V.9n, t65,6B0 IIUMt c) 1EV vILL KxIILAtUt2 IAE ISW ITM ! Y. M. 60MS. I%KQ O Ci1S11NG PIU FOt NESiNmIV p1tA WG IS BY Md. MfEG P 10 id1 r) KV RI410 Id1N0 WCtVOdG ULVANIhO S1CEL 9vP-LODC' 0.Ci. A IEV li[Ix(A1Ni WCiVRY4 ill[{MtED VIVINItEA Sl[CL. ]l ESMila U YlxCI1G @,IG[t0f 9YlL A0.USI NIO MLNQ [AWdi fRILLCS. CLWISI fMl. 1X0 UI1fUSERi i0 IIE MR OYNIiIES MIVN M ilE pUVIM. 94MICp1G WIX 9uLl C PER6INEA IN I[9R6Y41 VItM IEBB SiwpNDS IY A xCBB CERIIfICD m1T4Ki0t SuWll MLN[IxL AEPoRi f0 llE EN6IIEER pI @IIR9101 9YLL Cm101NAiE VW( vIIX OIKR I&QS Ix01QiIfY CwIKCR If xn CRiLIC1S OC[IIR c) PfmV10C VLLIIE 6wPERi AL A.I. IEV 01(fi6CR NIO CAWEI fAILLE wwoH rx¢ars • inrrc IOKV APRY OIfFIRCR iIiUS ti6-rR: mOi Y5iI1L fixC S1riL } PGW14C KV 1]NIUL ix(E6i flillxG fROM Mix 0.ti Mi0 R1410 1RMW p[iY9M AS 90ux O2 MCV EWLSI lRIILEi IIIIK PM!-rP; 2442 fKCi CLL0. Vl11iL PYNE SittC ] (1YPICII 2 PL/LCS) Q3 qpJiC Qti BEivECx fLmt AI315 Ai Km LOUt1IXi ISbvE =S RKING .s awixco Ai vsi Lounoxs ffE OCiAlt 2 O MARTINEZ e7/1eia2 ❑FFICE HVAC R SnILEx 07nB/02 H25 ISA RELOCATION R SMILEY 01/I0/02 HVAC MODIFICATIDN IST FL40R PLRN 001 0 M1.1 3I Relocating Fire Command Center 5 n cM1.1 1= zo' A'Sl No. 08/2c/02 -VA` Pi FIRE DAMPER DETAIL ~ SCALE NONE 1 2 Relocating Fire Command Center ShtMI.2 CR`"'"°`''`UD°° NONE ASI !Vo. - 08/20/02 v~.c Ce:-i' Q Q m RVKim Q 7 ~ o ~ rtWAK KV ur Emo ~I ~ I saaa I usioc ai~ ~ ua¢ I ~ WLF aASS M J YOCUpIVI MNC ~ ~ i I II II I V/ N 124 lM'0! I PLAN VIEW zN0 FLDOR Relocating Fire Command Center ShtMl.3 1/8° _ 1'-0° A& No. I - 08/20/02 ~AC G4'eY WOIi ]'aUDiO~ - , - - - - r ~ I I ~ I I ~ i NE 2 i 41 i W 8 28 35 3 ~ 42 ~ I ~ 9 M1 10 37 34 43 M i i i ~ 3 ~ i 39 36 i 44 i M 2 ~ 31 ~ PNL ~ 25-01-D10D ~ i 45 ~ ; 12 cKr ais 6 ~ 38 I M4 I ~ I i TEiE~O ~ O 40 46 ~I - r - ~ FIRE COMMAND CENTER 10 116 10,9 L 250W HPS HIG~ RELOADED FR❑ (TYPICAL FOR Relocating Fire Command Center ShtES.o `V ~~~~°``'`u;~~ 'i ~8° = 1'-0" ASI No. 1- 08120102 ~J 2 Z Q ¢ r ~ O- (D- w o - < a `0 X u ~ o rc ° o Y y o i ~ i j ' o 0 ~ " z o Z Q S ~ 2 0 K a o K o ~ io 3 0~ ~ 0 a J < w ~ a aw ? W I ~ 0 o a o 0 ~ 3 3 N ¢ K s °zl-D 6 G IT/Vocational Training Area J h t Es o - AS! N- - CE/20/02 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14378 BUILDING INSPECTION LINE - 303-234-5933 Date : $/22/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLING Property Address : 10619 W SOTH AVE Contractor License No. : 18187 Phone : Company : L. Nothhaft 8 Son, Inc. phone : 433 3329 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify tpat the setback distances proposed by this permit application are accurate, and do not violate applicable orclinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with th Wheat Ridge Building Code (U.B.C.) and all other applicable Whea Rid e ordinances, f r rk under this permit. (OWNER)(CONTRACTOR) SIGNED ATE!6 IN I i Description : ADD & RELOCATE SPRINKLERS FOR ISA RELOCATION Construction Value : $3,500.00 Permit Fee : $97.25 Plan Review Fee : $0.00 Use Tax: $42.00 Total: $139.25 Use Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (1) This permit was issued in accordance with ihe provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Builtling Cotle of Wheal Ritlge, Coloredo or any other applicable ordinances of the Cily. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days fmm issue tlate or (6) the building authorizetl is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-haltthe amount nortnally required, provided no changes have been or will be matle in the original plans and specifcations and any suspension or abandonment has not exceetletl one (1) year. If chan9es are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone thalwill change ihe naturel flow oF water causing a tlrainage problem. (5) Contrector shall notiry the Building Inspector lwenty-four (24) hours in advance for all inspeclions and shall receive wntten approval on inspection card before proceediing with successive phases of the job. (6) The issuan r0 a permit or the approval of drawings antl speci(ications shall not be constmetl to be a permit for, nor an approval of, any violation oF the provifi f t uil ing es or any other ordinance, law, mle or regulation. Chief Building In ctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: oF W"E4T p BUILDING INSPECTION I-IiVE -_03-234-5933 CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (~~~~TION °p~ oR Aoo Ptoperty Ownex: QOGCy /V7 O✓ NTA 1^J BoTT~~ab ~ S0TM AyE Phone: Property Address: Contractor License No.: ('mm~anV' L . /1l OTfIKAFT g Sa~~ /N G • OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances pmposed by this pertnit application are acwrace, md do notviolate applicable ordinances, rules or regulations of the City of Whea[Ridge or covenants, easements or resfrictions ofrecord; that all measurements shown, and allega[ions tliat Iaassume full dresand pon~iti I ty fordcompl~anceiwitl~'[he rWheat Rid_e pplication accurate; Building Code (U.B.C) md all other applicabie ^Wheat Ridge Ordinances, for wod< under thispermit /I ..L~ r~ 8/G~Z i. Phone: y33- 33Z9 10 Construction Va1ue:$ 315100: - Permit Fee:$ Plan Review Fee:$ Use 'lax:$ Total:$ (oumHx)(coNr~cw~i~n~:a..n.w- ' - - D . Description: ApQ 8 L,07E $/MNde~~'S /SA /~'EGocA7~o~• BUILDING DEPARTMENT USE ONLY SIC ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Electrical License No: Company: Expiration Date: Sq. Ft.: Roof: Stories: Residential Units: Plumbing License No: Mechanical License No: Company: Company: Expiration Date: Expiration Date: ....._,,.,~i idi tlie provisions set forth in your applicaeov md is svhject ro the laws of the Stare of Colorado and ro the Zoning (7) 1Uis pennit was issued ia accordance w RegulaROns md Building Codes of Whea[ Ridge, Colorado or avy otber applicable ordissances of N~e City. (z) ihis petmit shall expire if (A) the work authoriud is not commenced wi[hin sixty (60) days fmm issue daro or (B) tlm building auH~orized is suspended or abandoned for a period of 120 days. ' e rovideA no changes hzve been or will be made in (3) Ifthispermitexpires,auewpermi[maybeacqurtedforafeeofone-I~alfthearnountnonnallyreearlf haneeshavebeenmlfsuspensionrnahsndnnment the original plans and specificafians znd any snspension or abandonment has not esceeded one pl, exceeds one (1) year, full fees shall be paid for a vew pennit. (y) No work of any manner shall be done Na[ will change the nahnral flow of waror causng a Namage problem. (5) CoatractorshallnotifyWeHnildinglnspec[or[wenty-four(24)hoursmadvanwforallinspeccionsandshallrecavewrittenapprovalonmspechoncardbefore pmceeding wrtli successive phazes of thejob. iolation of ~he (6) provis ons of the b nlding codes oPi'pany otl~ ~ o~~'a°ce law, mle or regulationnot be cousm~ed to be a pennit foq nor an approval of, any v Chief Building Inspector ` LLI ` cc na. ~ V z a J ~M W lI1RA v ~M Lf) 1i tt) N Q C~7 = N ~ Cf) M LL Q ~ V ~ ~ V ' ~ ~ c 0 Vw, i L V ~ cc d N O J a 0 1* v> c o R rn M N N 3' 10 •N Y C. N d ` L ~ c 10 R ~ d ~ ~o ~ C y O N ~ r ; d p~ d ; a y O c o vL N ~ d E l6 N j w O) ~p y C L L N w ~ 0 M A O •C O 0 U OI y ~ y w L d •l N F L 0 O ~ V $ E C N ~ O > C m T L d C d o t~ d d L ~ A O v ~ d ~ ~ 0 m C 9 ~ m ~ ~ W 7 ~ W ~ Z ~ 0a 3 w ~ ¢ ~ O DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14356 BUILDING INSPECTION LINE - 303-234-5933 Date : 8/19/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: COORS GLASS / ROCKY MTN. BOTTLE CO. Property Address: 10619 W 50TH AVE Phone: 425-7771 Contractor License No. : 21357 Company : Westside Construction Phone : 431-8901 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $75,000.00 $818.75 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $532.19 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or plan Review Fee : covenants, easements or restrictions of record; that all measurements shown, and allegations USe TaX $900.00 made are accurate; that I have read and agree to abide by all conditions printed on this : application, and that I assume full responsibility for compliance with the Wheat Ridge Building TOtal : $2,250.94 Code (U.B.C.) and all other applicable Wheat Rid ordinances, for work under this permit. DATUS2: (OWNER)(CONTRACTOR) SIGNED REQUEST*FIRE DEPT. CONTROL ROOM TO BE : PRIOR TO FIN ~~N PE ~ LIGHTING. Description RELOCATED BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. F : Approval: Zoning : Approval: DM omwammmm Approval : Occupancy : Walls : Electrical License No : 18466 Company : Pride Electric Co. Expiration Date : 2/28I03 Approval: ok/ks OK PER REDLINES (8119102) Roof : Stories : Plumbing License No :18187 Company :L. Nothhaft & Son, Inc. Expiration Date : 12I8/02 Approval: oklks Residential Units : Mechanical License No : 19827 Company : Walrath Heating and Air Cond Co. Inc. Expiration Date 1/23/03 Approval : OKIKS (1) This pertnit was Issuetl in eccoNance vnth the provisions set forth in yopun c~aPble ortlina ces of tlhe C~y,he laws of the State of Colorado and to the Zoning Regulalions and Building Code of Wheat Ritlge, Colorado or any other app ~ (2) This pertnil shall expire if (A) Me work authorized is not wmmenced within sirtty (60) tlays From issue date or (B) the builtling authorized is suspended or abantloned for a period of 120 days. (3) or ginal plans antl specrficatios a~nd any suspenlsion or abantlonmentahas not exceeded one (1) Y ar~ Pf changes are made o~'f suspension ll obabandonmeM exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natu2l Flow of water causing a drainage problem. roval on inspection cartl before (5) ConVactor shall notiry the Building Inspeclor hvenry-four (24) hours in advance for all inspections and shall receive written app proceediing wilh successive phases of the job. (6) The is e of a pe or the approval of tlrawings and specifcations shall not be constmetl to be a permit for, nor an approval of, any violation o e on f g cotles or any other ordinance, law, mle or re9ulation. ♦ Chief Building spector DEPARTMENT OF PLANNING AND DEVELOPMENT oF W FE4T ,P BiTILDING INSPECTION LINE - 303-234-5933 CITY OF WFIEAT RIDGE 7500 WEST 29TH AVENUE WFTEAT RIDGE, CO 80215 - (303-23j5-~2~8555,~)~5p ~oCORAO~ APPy414~P~diON BuildingPermitNumber: Date/ V11 ~ IF J Property Owner. C(~,ti!' S G14 S5 / lZoCkY N4K 13a-file Co • Property Address: Sd y" A ue' Phone : 3o3~/,ZS -`7 77/ SS CI $ ConlractorLicenseNo.: ~aJ4- idp Company: L1.f&5~S'dE C o-t+. Phone: 303 -'13 /-S 9ol OWNER/CONTRACIOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby aKify fhat the setback distsnces proposed by ihis pcrmit applicaaon are aaurate, md do notviolate applicable ordiaances, mles or rogulauons of the Ciry of WheatRidge or wvenants, easements orttstrictlons ofrccord; ihatall measureme¢ts shown, md allegaflons made are accurate, thai I have read md agree. to abide by alf condidons printed on this application md that I assume full responsibiliTy for compliance with the Whea[ Ridse Building Code (U.B.C) and all other applicable Wheat Ridge Ozdinances, for work under Uus pemit n ~ / (OWNERHCONiRACfOR):SIGNID DATE Construction Value:$ 7$cu0 PernutFee:$ P1anReviewFee:$ Use 'lax:$ glb 00 Total:$ 7 2 S~b - ~ Description: Te nli.t i FJ' n%5k '(.J¢ (l5 j f~ar , Joari, L. ;y 44,'A9 ~~vj F, D, ~o~►tro/ Qao i►. 7A# 6r rtikcok'rt 7io rhrff~4 ~f~C~'; en Fe-~✓Cfl. BUILDING DEPARTMENT USE ONLY p SIC: ZONING COMMENTS: Approval: ~ Gs Zoning: ~ BUILUINGCOMM8NT5: G%L Fte jsl'41 lnt.j Approval: PUBLIG WORKS COMMENTS: Approval: Occupancy: V✓alls: Roof: Stories: Residential Units: Electrical License No: Plumbing License o: Mechanical License n~ /~'b4 CompanY:(,~,7xc~rcf~ CompanY: Company: ~y ShriS' Expiration Date: Expiralion Date: Expiration Date: Approval: APProval: APProval: <t> 'Ihis pemit was issved ia accocdance with the provisions Set fotth IIl yOUi 3jIpI1C8G0Il Zlld l$ SI1bJCCt t0 ihE laWS Of lLLC ~~y~E O~ CO~OCQUQ `O ~~I ~ 1 2e¢wabons end Building Codes of Wheat Rid y Colorado or m 'nils p~t sUelt ezpire (AJ ~ye work autho ied is noc co mY o~~ applica~ble(60 ~~Ys ea o 3 Of~lC~llY, %bmdoned for a period af 130 days, ~~Il~d ~~llll ' ` ~~sP~;~~p~s.aa~wa~t ma fromissue ~ alms ana.specificatlons Y~~ 8C~°Ted for a fee e Ot ~ ~ fhE bUl~~1~g auth d (a) onep)Y~y..~Ilfeesspy~~d~YSUSpepsionoraban o~e-~l~~e~ountao at ~5~ Con4ctorsy~ Hedone~ya ~lla newPe~it. l"tl~~notexceedG({ ~e/~\°~wred~Pro~d~ onudis suxP~nd< ange arocmmce a ~a"wsivepasuf~ectorlwenh'fo~eDa~SlOWpf ~~year.ifhang~Sh~~~h~B~S11aV Thc issu Wovinmsoftheb aine~od`oaarov~elofbd,..a . `°~R4)howsinadvanceater (orus~6a~Ll C~ef u, ~y~q7aw,pw.~?Qoassb3l~ ~~~nspec~onS~Pro6leq~ OfIP$ll$~C~,OI'IIIIA u ' re 40t ~ SPector ~~oa. b~~o na PPr~~a! n~neni , no~m apProvv £ ~nspcohort C~~vykvl'' I~ ~ 2vv z_. vk Gru htft~ U-r► GZ~itrve , c+2 Gt~u~ - UJ4. 6t(, AA& k .O 'J1M- 5~i~, ~ . &U4L- ~-t" Lf~ (Io4v~-- ~4ow'3- q4 5a,~. Ic -4&, C,~.e2 P- L{~- ~ • DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14210 BUILDING INSPECTION LINE - 303-234-5933 Date : 7/23/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE CO. Property Address: 10619 W 50TH AVE Phone: Contractor License No. : 18046 , Company : Piper Electric Co. Phone : 422 9219 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibil" y for compliappp ce with the Wheat Ridge Building Code (U.B.C.) and all other applicable W a Ri e ordip~s, for work under this pe 11 iL - l i (OWNER)(CONTRACTOR) SIGNED ~ ~ DATE z Construction Value : $1,500.00 Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $18.00 Total: $72.00 Use: Description : ADD INITIATING & INDICATING DEVICES FOR FIRE ALARM FOR BUILDING DEPARTMENT USE ONLY SIC : Approval: Zoning : Approval: Approval : Occupancy : Walls Electrical License No : 18046 Company : Piper Electric Co. Expiration Date : 2/28/03 Approval : OKIKS Roof Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (i) This permit was issued in aaortlance with the provisions set forth in yopur application and is subject to the laws ot the State of Coloretlo and to the Zoning . Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixty (60) tlays from issue date or (B) the building authonze0 is suspentled or abandoned tor a period of 120 days. (3) IF this permit expires, a new permit may be acquiretl For a fee of one-half the amount normally required, provitle0 no changes have been or will be made in the onginal plans antl specifications and any suspension or abandonment has not exceeded one (1) year. It changes are matle or if suspension or abandonment exceeds one (1) year, tull fees shall be paitl for a new pertnit. (4) No work of any manner shall be done that will change the naturel Flow of water causing a tlrainage prohlem. (5) Contrector shall notify the Building Inspector twenty-four (24) hours in atlvance for all inspec[ions antl shall receive writlen approval on inspection,rard before proceetliing with successive phases of thejob. (6) ssuance of a permit or the approval of drawings and specifcations shall not be wnstruetl to be a permi[ for, nor an approval of, any violation of Ihe ro is uilCing codes or any other ordinance, law, rule or regulation. ~ Chief Buil g Inspector Sq, Ft. : Stories : Residential Units : DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: oF W"E4T,~ BUILDING INSPECTION LINE - 303-234-5933 Date: CTTY OF R'HEAT RIDGE " 7500 WEST 29T'H AVENUE WHEAT RIDGE, CO 80215 - (303-2H3j5-~2~85i5~j)~Y AJ~~ C~C OftA00 A~.['Si~L E'.P~ 1~N~I r Property Owner: r >c--, Phone : Property Address: o Contractor License No.: ~ 0by6 ComPanY: 01p6-P Phone:3 62 ' `f P2- 1 2 i q i OWNER/CONTRACTOR SIGNATURE OF UNDEH5fANDING AND AGREE6SI;NT I hereby ceRify that the setback distances proposed by this permit application aze accurazc md do mtvio(ate applicable ordinanas, rules or regulatious o£the City of Wheat Ridge c covenenu, easeme¢ts orresRicfions ofrccord; thatall measuromentr shown, md allegation made are accurate; that I have road md agee to abide by all conditions printcd on thi apptication md that I zSSwne full responsibiliTy for compliance with the Wheat RidsBuilding Code (U.B.C) md ell other applicabfe Wheat Ridge Oidinances, for work unde utg pe,mit. (OWNIILxCONIRACIOR):SIGNID DAiE* Description: 4190 J,,) , 77 h-77 il V F(pE rt&kew~ rv2 Conslruction Value:$ /SOp Pernut Fee:$ ~ Plan Review Fee:$ USE 12X:$ , Total:$ i- //`1 DiG~'fliJG 3✓/GD.~ zb' Otv/ cES` r~- r- BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINO COMMCNTS: Appxoval: Zoning: BUILDINO COMMENTS: Approval: Pueuc Wowcs CoMmet+rs. Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) 1Lis pumit was ismed i¢ accordance with the provisions s<t foeth in yow appliution md is subject to tha laws of the Stete of Colorzdo md to the Zoning Aegulaaous md Building Codes of Wheat Ridge, Cotorzdo or my other applicable ordivaaces ofthe City. (2) 'I7tis pecmit shall expire if (A) the wwk authorimd is aot wmmmced within sizty (60) days from isme date or (B) the builNng auNorized is mspended or abmdoned for a period of 720 days. (3) lf this pelmit ezpires, a new peimit may be acqNred for a fre of one-Ualf the amount noimally rcquired P*ovided m cFanges have bem or will be mxde in iheoriginal plans and.specifications md any suspension or abandonmenthaz mt exceeded one (1) year. if dianges have been or if suspmsinn or nhanAonmmr ezceeds one (1) year, full fees shall be paid for a new pemit. (F) No work of any mmaer shz11 be done tLet wili chang< the naeurnt flow of wahr causing a dcainage problem. (5) Contacmrshell notfytheBuildinBTnspecMrtwmty-fow (24)hoivsinadvanceforallinspectionsaadshallreceivewdttrnxpprovaloninspectioncardbe}'ore pcoceeding wilh sucemvve phasu af thejob. (6) The issuence of a permit or the app:ovel af dravrings md speci5cafions shall uot 6e wnstrued ro 6e a pecmit for, nor an approvel o$ nny violation of the provisioav of the bitilding codua or any other oxdiaxnw. law, rule or regulation. Chief Building Inspector N d ~ C> O it O d ~ ~ o t r+ a ~ A o a A C L ` N w a 3 m m > - o ~ a d 10 E ~ Y a 0 ° z E ~ a ~ ` o !e ~ V a U W ~ C m ~ t a r F- Q O O W G ° m mo _ ~ U . a N W 3 ~ ~ C O O L a oN w O a 9 ~ ~ ~ r v v o ~ U Fy o I~1 a m I~I N N m° /VI U ~ W 2 m C L a ~ a Y a 3 ~n , y T ~ tam e:S L U - 0 00 M , ~ ~ y O c o a ' 3 U v o m u a a n E Z ~ w ° c r o m € m a v > a ~ O ~ 3 ~ ~ w ~ 0 a ~ ~ a u~i Z z Q LLJ p a o J ¢ V U) O y LL ~ p W W J = F- Q C~ W O a ~ LL 0 d U r U ~ ~ N U o o~ a~ 0 3 ° rnz~ ~U v y ~ H E 5 ° O V w c N N ~ d u $ u sO w E ~ m ~ v m ~ m U Z O m ~ v m b U E E °a rn c N Date: A Certificate of Occupancy or Completion has been requested for: ADDRESS: }C?lt; l`! 50't k' PURPOSE Of' cSTRUCTURE:_ Building Department Approval: Remarks: Zoning Approva(: V~ Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval:_ ([f Applicable) Remarks: Water District Approval: (If Applicable) Remarks: I VtC+ p , I Z- - U Z 13a-3 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS ~0~0\q L1,D c~~* ACV-k J ,r - ~ ~ BUILDING ~PE7RMIT N0. ~~~3 ~i DATE ISSUED a- O NPE OCCUPANCY OWNER C L~ °LILI~ VN U1iA l I~ ~&41.2~ C CANTRACTOR SETBACKS FROM PROPERTY LINES: NORTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic 1e7 ~ Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) o k Heating (Ground Work) DO NOT POUR FUNTIL ABOVE HAS BEEN SIGNED /"..v ^_sL n L Rough Electrical i.v,u 0 q, s'H, o ~ gd' .o ~ Rough Plumbing Qp,v. G(~. alylAg ~ (e C~' cli>` Air Test Gas Piping 61y Rough Heating & Ventilation 1111,2, (above must be signed prior to iraming inspection) Framing w'o ez Insulation Drywall nailing v ' 3 e5P,,/ Roofing Refrigeration Electrical underground Final Electrical ^ 7 - a Plumbin p O'~ Heatin & Ventilation (OA /S •C' Frame R.O.W. & Drainage Fire Department q C)-~~ Parking & Landscaping G. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED ,o " PROTECT THIS CARD FROM THE WEATHER DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14198 BUILDING INSPECTION LINE - 303-234-5933 Date : 7/19/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE CO. Property Address : 10619 W SOTH AVE Contractor License No. : 18187 Phone: Company : L. Nothhaft & Son, Inc. Phone : 433 3329 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $3,000.00 I hereby certiTy that the setback distances proposed by this permit application are accurate, and Permit Fee : $83.25 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan ReView Fee : $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this USB T8X : $36 00 application, and that I assume full responsibiliyyy for compliance with the h at Ridge Building . Code (U.B.C.) and all other applicable Whe Yl~i ge ordin~P f, ~derthislpemrit. / - TOtel $11925 j M OWNE ( R)(CONTRACTOR) SIGN E 7 -19-,PZ Use: Description : TO RELOCATE FIRE SPRINKLER FOR EQUIPMENT THAT WAS MOVED DUE TO REMODEL. INSTALLATION TO BE PER NFPA 413, 1999 & ARVADA FIRE DEPT. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : 00111 r NNOWN Approval: Approval: Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval: Approval: (1) This permit was issued in accortlance with the provisions set forth in yopur application antl is subject to the laws of the State of Coloredo antl lo the Zoning Regulations and Building Code of Wheat Ritlge, Coloratlo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorizetl is no[ commenced within siuDj (80) days trom issue date or (B) the building authorized is suspended or abandoned for a period ot'I20 days. (3) It this permit expires, a new permit may be acquired tor a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abantlonment has not exceedetl one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the naNral flow of water causing a tlreinage problem. (5) Contrector shall notify ihe Building Inspector hvenry-FOUr (24) hours in atlvance for all inspections antl shall receive writlen appmval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of tlrawings antl specifications shall not be construed to be a permit for, nor an approval of, any violation of ihe provis' p of the builtlii g codes or any other ortlinance, law, rule or regulation. - vi fBuildmg, pector Of WryEqT DEPARTMENT OFPLANNING AND DEVELOPMENT Building Permit Number: ti .po BUII.DING INSPECTION LINE - 303-234-5933 Date: u m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE C~CORAO~ R'HEAT RIDGE, CO 80215 -(303-23p5-~2~55r5y) AH.I"PlslY~Td O4 ♦ aaaaaaaa PropertyOwner: 1.~JJ1I"b;N k>V~LF C~. Property Address: er W, `co -H Phone : Contractor License No.: y$ ~ g-7 Company: NOTN~WFT A- SoN.SNc. Phone: 3o3-`I33'3'>2`j OWNER/CONTRACTOR SIGNATURE OF UMDERSTANDING AND AGREEMENT I heroby ceNfy that the setback dista¢ces proposed by this pemut spplicadon are accurati md do aot violate applicable ordiaances, rules or rogulations o£the Ciry of Wheat Ridge e covenanu, easements orrestrictions ofrecord; thatell measurements shown, md allegation made are accurate; thet I have read and agree, to abide by all wnditions printed on thi application md that I assume tull responsibility for compliance with the Wheat Ridg Building COde (U.B.C) md all other appfje~ble Wheat Aidge O;dinanccs, for work und< this permit. / I n . - . /1 (OWNERxCOMRACLOR):SIGNED DAIE T-I I' Description: j p lap ~ AcS ,~La v ~t~ a Construction Value:$ 3~ o-oo, ~ Permit Fee:$ Plan Review Fee:$ Use "i'ax:$ Total:$ NT-PA~ is,~R`t4 ~ • LL>--T~ON Tp aRVa~A ~ a~ ~~G. BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMlNTS: . . Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: APProval: Occupancy: Walls: RooE Stories: Residential Units: Elechical License No: Plumbing License No: Mecha¢ical License No: Company: Company: Company: Exp'sation Date: Expirarion Date: Expiration Date: Approva(: Approval: Approval: (I) This permit was issued in accordance with the provisions set foith i¢ yotv appGcafion md is subject to the lews of the Stete of Colorado and ro the Zoning AegulaROUS and Huildivg Codea of Wheac Ridgq Colorado or any other applicable wdinmmces of Ne City. (2) 17ils petmit shall expire if (A) tlu wotk autltoriud is aot eommmced within vxty (60) days hom iuue date or (8) the building auNOrized is suspended or ebendoned for aperiod of 120 days. . (3) Htlnis peemit expues, a new pwmit may be acquired for a fee of one-half the amount noimally requimd Orovided no changex have been or will be made in fhe original plenx and.specificaaons md eny wspeasion or abandonment hu m[ exceeded one (1) y<ar. ifGianges have bern or if snspensinn nr ahanAmmnen! exceeds one (I) yeer, full fees shell be peid for a new pmmit. (A) No woik of a¢y mmna sLall be do¢a that will chmge the nahual flow of wa[w causing a drainage problem. (5) Con4actors6a11notifytheHuildinglnspectorhventy-fou (24)hoivsinadvanceforallinspectlonsmdshaLLreceivewrittenappmvaloninspectioncardbetbre proceeding wiAn successive phases of thejob. ' (6) The issuence of a pamit or the approval of deawings md speci5cafions shall uot be coushued to 6< a permit for, nor en approval o$ any violaeon of the provisons of the bitilding codes or any other ocd'mmmeq law, nile or xegulation. Chief Building Inspector r~ m ~ v a o ~ a~ c y o t o E U m c y ❑ E `o N N a 3 m m a > u ~ N ~ O ° z v ~ N C NA > G M E o a ~ s o ` O OJ o A u-i =d • o U W in rn m ~ 3 U Ve c v ' ~ F"' Q N o L 'O O „'I a • O O Q L C p N ~ 2 ~ U m~ N C O 9 a o ro (U Y r , ° N Of L 3 ~ ow aai 0 V ~ ~ n~ N U ~ ~ Q • Q L N m U1 O. > o ~ om s CD C) E o c m W u ro ~ a N' N O a ~ w ~ N a a w r i N r (n U t U O CO H (n Q Z w ~ 3: v o d i 0 a O Q ~ J m o o U 0 ~ O 75 } ~ a K ~ c 9 ~ a. Q ~ w = E E a m W W d Q F ~ y U E Z Z O C~ CL N ~ L 0 d J ~ - o A F O 0 E ` m a `o w U W r U ~ ~ `m U o ~ c ~ oa av 0 ~ 3 0 m _ ~U a y d `L ~ E Y O O V y c N N ~ n .t. U c0 ~ E ~ N m L U Z `o a `o~E N y C y rn ~ E 0 9 's a m rn C C c U N Date: 0~- A Certificate of Occupancy or Completion has been requested for: ADDRESS: I V LO Ici l,,j 5()+ ii"VyJ PURPOSE OF STRUCTURE: MoW S Building Deparunent Approval: ciF- Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: Certificate of Inspection City of Wheat Ridge, Co%rado BUILDING DEPARTMENT This is to certify that the elevator u indiwted on this ceRifiwte hu been inspected on the date shown below and was found safe to carry 2500 Ibs. ~ Inspector : Bill Gardner LOCATION ID NUMBER TYPE SAFETY INSPECTION DATE 10619 W. 50th Ave. 1 HP 7/31/01 ROCky Mtn. Bottling Co. Inspection Issue Expiration 10619 W. 50th Ave. Date Date Date Wheat Ridge, CO 80033 2/20/02 1/15/02 1/15/03 Rocky Mtn. Bottling Co. 10619 W. 50th Ave. Wheat Ridge, CO 8003: MY. -10' 02(FRI) 01;54 LONCO INC 'fEL:303 620 9397 P. 002 N;ncipeis muuu F. HMiGU_ ra I C. nAi u:9. ~ C. PP,KI: ii H.~.IMIL VLLIIr.I.IH.FPf.P.L.b.E. ' ' .li' 1/ ~ . • ~ ~ . Q~IL SCRwWr~l &Tnl ~ 1yplseA~g 9Nve 1962 May 9, 2002 Neenan Construction Company Atm: Niz. Mike Mesa Re.:l2ocky Mouncain Bottle Company consaucrion inquiry neexiaba O;aIFtJ~PFCHiOt~,Ph Y.II l lni.i t f9111:C1:. P i WC11[iiIFIlY.r C A recenc reinforcing steet inapection by the City of Wheat Ridge az the Rocky Mountain Bottle Company yielded a concem regazding steel placemept in the south foundation wall at the lunchroom In response to this issue: 2y2" of concrete cover is adequate for formed concrete thai will be exposed to earth [ACT 7.7.1]. T6e foundation wall on the south side of the lunchroom is designed as a retaining wall with veirical loads applied to the top. Included is a copy of the Enercalc Sprezdsheet used to analyze the wall. in qnestion. If you have any questions conCerning this or otha matters, please feel free to contact me. m erely Ji P.E. LONCO, lnc., 1700 6rnaewry, S,Ca BOO, Drnwr, GO E029p -Phonx 303.620.W9d • Fmc 3p3,620.9397'E-Ma1t bncooIoncocom WebsiCcc invw.lonw.com WAY. -10' 02(FR1) 07,54 LONCO INC TEL 303 620 9397 P.003 12.OOOSin Cancw/#5 A 1n.inrJr. 2'_p. N5010.in @Toe #5020,ip 0 F+eei Designer Se16CI sll horiz. reinf. SEe Appendlx A 5'-0' Mrr1Y. -10' 02(FR1) 01 54 LONCO INC . TEL:303 620 9391 P 004 166.p6I 725.psf ~Laro.r,e em2_snosin 27B5.4pSf Pp= 1754.9x,- 2153.5# MY.-10'02(FR1) 01 55 LONCO INC TEL:303 620 9397 P.005 CONSVL71ryG ENOINEEftS 1700 BROAOWAY. SuRE 800 DENVER,COLORqpp gpZgp (307) 820-0098 Cantilevered Description CriteNa FletainBO Heigh[ = 7.00k Wall height aDOVe soil = O.OOft Slope Behind Wall = 0,00; t Heigh[ of Shc over Toa = 24.00in sonoeosiry = +os.oopct Wintl on S[em = 0.0 psF Surcharge Loads SutChafgc Over Heel - 125.0 p6f USed To Resjsf Slltling & OvertuMng SurchargBOverTce = O.Opsf Used for Slitlirg & OveRUmir7g Desi n Summa Tofel Bearirg Loatl - 6,087 Ihs ...resullanl ecc. = 12.52 in rme: osgnr. DeSCription SCOp! : ing Wall Desiait-- Joo M 08[0: 12'015PM. 9 MAV 02 Page 1 a Soii Dat nflow Soil 9eari n9 = 3,0OD.O psf Equivalerrt FlUI4 Pressure M91hp0 Heel Active PfesSUre = 50.0 Toe Acuve Pressure = 36.0 PaSSive Pre3sura = 350-0 Watei height over hyei = 0.0 h FootingllSoll Fric6or = 0,900 Sdi height to ignpre fpr pamive prewure - O.OOin Lateral Load Applied tp Stem La[9ralLoetl = 188.01fRI -.-Fleight t0 Top = 8.00 h --.HEght ro Bopom = zpp h Stem Construetlon T_ opSu DrsignhelgM h_ sie WaIIMeffirisiA6ove'HC - Conc ThcImYS6 = 1 Rebar Slze - a ReDef Spacing = 7 Re6er Placed at = Daipn Data m/FB + falFa ~ o Totel Force 0 SeCtian Ibs= 2.9 MomenC...qCluBl_ k-#= 10,00 MomenL.... Allaxreble = 14.45 ShEW..... AcWal psi= Shear.....Allpwaoie psi= Bar Develop A60VE Mt. In = 21 Bar Wp(Hook BELOW Ht . in c Well Weight - 14 Rebar DeDW 'tl' in= Naaonry Deta fm psi= F9 psl= Salid GroutlOp = sPeGallnspection = MatlWer ReflO'n' _ Short Term Facror - Equiv. Sofid Thlck. - Masonry BlpCkType= Metllum Weight Concreee naa Pc psi = 3,00 FY psi - 0 60.000 SOiI PressurB 0 Tce - 2,785 psi OK Soil Prgssur2 0 Heei = 0 psf OK AllOwdble = 3,000 P5{ Soll PrgsSUre Less Than Allpw9ble ACI FaCtOred0 Toe - 3,961 psy ACI FaCtOrEtl 0 Heel = p ps{ Footing Shear 0 Tce - 26.0 psi OIC Fooung Shear 0 Heel - 25.3 psi OK Allpwable = 83-t psi Well StBbility Ratlpg Overtuming = 222 OK Slidmg = 1,53 OK Slitling CaICG (Vgh~el Camppitent Used) Lateral SII01ng Force = 2,144.OIb5 less 7 p0°,6 Pasive Fyce= - 7,754,9 lbs Iess700%FrlCtionForce- - 7,782,6 16S Added Fyce Reqd = 0.0 1b5 OK --..for 1.5: 1 Stablllty = 0.0 Ibs OK Footin Desi n Results T~ Heal Fector0d Pressure = 3,987 0 psf Mu' : Upwerd = 8,774 0 n•g Mu': Downward = 7,078 3,93e ft~ Mu: Design - 5,636 3,936kyY AcNal t•Way Shear = 26.07 25.31 psi Allow 7-Way Shear - 83,11 93.71 psi 7oe ReinfOrcing 50 10.00 in Heel Relnloroing 50 20_00 in Key RelnFOrcinB = None SpeC'd .0 .0 omer Amplanla Smes & Spa Toe: ii4@ 13-751n, 7F50 2T2 in, N60 30.00 in, 470 41.00 in, x80 4825 in, #90 a Heel: R40 1250 in, M50 78.50 In, i16@ 27.50 in, Y70 37.50 in, a00 4625 in, i1BO 4 Key: Npt r0q'tl, Mu c S' Fr Footinq Strengths & Dimensions PC = 3.000 psi FY = 60,000Psi Mln.l~5% = 0_0014 ToeWidth = 2.OUft Heel Width = 3.00 Tofal Footing Width = ~p FooungThiGm¢SS = 14.00in KeyWClh = 12.00in Key DeOW = 0.00 in K9y DIStence trom Tog = 3.08 ft Cpver @ Top = 200 in 0 B4n.= 300 in A~cial Load Applied to Stiem Axiel Dead Laad = 1,607.0IRs Axral Live Load = 450.0 12a Axial Loatl ECCentriciry = 2.5 in m oK 0.00 rete 2.00 5 0.00 Center fiB2 sa.e 3.6 3-7 27.4 93.1 .38 6.55 5.0 9.00 MAY.-10'02(FR1) 01:55 LONCO INC . TEL:303 620 9391 P.006 Dsgnr: rip~~ : Da[e: 12UBPM J 8 MAY 02 ~,IC.` ~ -~1 }1 J1 Y '~J V~~J. CON9UL71NG EN6INEERS 1700 9ROADWAY. SUITE !00 DENVER.GOLORAOO 80290 SWpC: (903) 82PMBB Cantilevered Retaining Wall Desigq„, P~se z ~~M/-0MVS1.ves.~~. UWmlwv.whV ~n,i..Xnn.\hvinnMlenJunrM Summa of Overturnin & Resiatin Forces & Moments .._.OVERTUpNING..... _._RESIS7ING..... Foree Distunce Moman[ FofCe D16tance Momenl Item Ibs fl ft-# Ibs fr h-ff Hg81 ACtive PrOSGUre = 2,753-5 103 6,523.8 Soil Over Heel = 7.470.0 4.00 5.880.0 Toe Active Pr¢ssure = •175.5 t.06 •1852 Sloped Sal Over Heel - S ch Ov T - Surcharge Over Heel = 250.0 4.00 1,000.0 ur arge Over oe Adjacent Footinng l.oad Adtled Lateral Loatl = 788.0 8.87 1,438-7 LoBd @ Stem Above Soil = SeiSmicLoed = Total = 2,144.0 O.T.M_ = 7,777.3 ResiSting/Overtuming Ratlo - 2.72 Vertical Loads uSBd [or Sail PrESSUre = 6,087.0 Ihe Verticsl compOnent of actnre presswe NOT used for soll pressure Acqacent Footlng Load Aaial De9A Laatl On Stem = 7,607.0 2.29 3,682.7 SWIOverToe = 420.0 1.00 420.0 SumhargeOverToe _ Stem Weight(s) 1,015.0 2.50 2,537.5 Earm 0 Stem 7ransipons _ FooBng Weight _ 875.0 2.50 2.187.5 KBV wei9M = 3_58 Vert.Component _ 305.6 5.00 1,529.0 Total = 5,942.6 Ib5 R.M.= 17236.7 ACTIVITY REPORT TIME : 12/19/2001 06:00 N0. DATE TIME FAX N0./NAME DURATION PAGE(S) RESULT COMMENT 12/19 05:42 303 620 9397 01:21 06 OK RX ECM BUSY: BUSYINO RESPDNSE NG : POOR LINE CONDITION CV : COllERPAGE CA : CALL BACK MSG PDL : POLLING RET : RETRIEVAL z W ~ ~ a LLI 0 V Z ~ J ~ ~ ~ w ~ c to~ N Q M = N ~ M LL p } f~ U V J ~ 0 * V L L.. ~ V r ~ d {Q 0 J a ~ ' 'C > C O A ~ m w 29 G1 M aN d ` t~ d~ ~o ~ C y O N A Y ; d rn aUi ; ao ~ o m d ~w N ~ 9 M , Cc U) ' W IM L > C Y! C O m 0 C O 'o ~ rn~ ~ 0~ m 0 d~ ~ O 9 V o E d d a o > c A s T d c d o L V d~ L ` A O V / d L ~ s. 0 G e 's ~ m 3 N x ~ w 0 2 lIJ ~ Z G N Q LL C ~ z ` li a ~ Z ~ ~ ~ W W 0 LI)~ N a M = N ~ M LL ~ o U ~ x V O Z O V i 0 V v A N ~ 0 J 0 113 v > c o d; w~ •N Y 6 N d ` t ~ Y C ~ W ~ iU Y Q _fA Y ~ Q N ~ d rn d 3 ao C 0 R d 'o « N ~ ~ L ~ C L d ~ 0 *9 0 .5 O •~C U OI y ~ y w C L .O Y F d~ ~ 09 v ~ r ~ v y N a o ~ ~W t T d c L« ~ d d Q cc V ~ d L 3 VL a ~ ~ ~ m ~ ~ W 0 2 W m O z G ~ Q M ~ W ¢ ~ LL r W C C W ~ N Q t W M w Q N = M Cl) O Z ~ - C U .J ~ O1 0 0 W y N 3 W ~ W • ~ V O)V 1 ~ oCL FQ- Z ~ ~ ~ O V c0 H W O y y O CI > 2 ` • ~ ~ ~ ~ ~ W m i d 3 o ~ o L ~'v Z 0 ~ ~ n `'1 .C T d \ ' ~ 0 M m a t ~ t d o J . G IO M ~ lO + ~ ~ ` ~ J IM 7 V ~ ' rN ~ O ~ oE td 3 d 0 0 F Z G a W a Lv~ Z ~ ~ ~ ~M W W 0 Lo M N Q Ln W m _ N ~ ~ M LL Q ~ U ~ V ~ L I.O ~ I 1 \•J # w, ~ W L O ~ .t A d t"'0 O J a O ~ 9 C O W pl N 3 N ~ E 02 ay t~ c /0 L V ~ O 7 N L ~ r y O N ~ Y O > d ~ ~ c a3 y O C ~ O = y " N w ~ A N ~ w O) L ; C C L d N C O A ~ > c o o ~ m d ~a w c d ~ ~w L ~ i ~ U ~ r ~ V C W ~ :E a o ~ c ~ L T `1 = t ~ W A i U 7 W t 3 r C s 0 0 w ~ 9 ~ m a p 7 0 LL v > c o ~0 Ol w ~m Z ~ d a W d ~ w .y~ T ~ Y ~ C tt) ~ N ' o N x O ~ 7 N No ~ y ~ S• 'n V M c Cl) 1i ~ ~ o 'o > •ti Q - ~ G i C ~ O w ~ J a r a c 'c 0 e O r A 0 e o rn& V W C M w L ~ o~ 0'a sm .o c w ~ o > rW T t d C d o t V d ~ ~ O 7 V ~ d t 3 ~ m 0 w e s ' m ~ c C7 r N 2 ~ w ~ W ~ H z ~ 3 r ~ W ¢ ~ LL Arvada Fire Protection District Division of Fire Prevention W~ 7/31/02 Wheat Ridge Building Department 7500 W 29th Avenue Wheat Ridge, Colorado 80033 RE: Remodel at Rocky Mountain Bottle ISA Stores, 10619 W 50'" Avenue The following are ow' Plan review comments: 1) All other eacit doors in Crroup F Occupancies shall be openable from the inside without use of a key or special knowledge. UFC 97 12073 2) Emergency lighting battery packs shall be placed on the normal branch circuit lighting for the area served. NEC 96 Article 700. 3) Emergency lighting is subject to fieid inspection, additional units may be requued. UFC 97 1211.1. 4) Exit signs shall be subject to field inspection, additional exit signs may be re4uired. UFC 97 1212.2. 5) Submit a minimum of (3) three sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler and standpipe system All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 1001.3. 6) ,e,ll hose threads shall be National Standard type. UFC 97 1003.1.1. 'n Audible fire alazm signals shall be installed within anY bwldinS containing a sprinkler system. UFC 97 10033.2 (a). Amended. g) Fire alarm evacuation signals shall be subject to field inspection, additional units may be required. UFC 97 10073.33. 9) A satisfactory test of the entire system shall be made in the presence of the Fire Marslial• All system functions shall be tested. UFC 97 10073.4.2. 10) The pernutted shall provide written certification to the Fire Marshat that the system has been instalied in accordance with the approved plans and specifications. UFC 97 10073.43. 7300 Kipling Street • Arvada, Colorado 80005-3876 •(303) 463-7655 • Fax (303) 422-5549 11) Useable maximum storage height of combustibles is restricted to no more than 12'. UFC 97 Table 81-A. 12) Verify that sufficient electrical receptacles as extension cords and mukiple adapters aze not pemritted, nor shall flexible cords pass through wa1Ls, ceilings or doorways. UFC 97 85063. 13) Fire extinguishers shall be a 4-A rated 10-Ib ABC dry chemical type. T'he required number of units and mounting information shall be provided prior to final inspection. UFC 97 1002.1. Amended. 14) The existing Fire Alarm Control Command Center shall be relocated to an accessible location, and identified which wiU provide direct Fire Department access. LJFC 97 100733.2. 15) The key box provided on the building shall be relocated to a more accessble location in conjunction with the Fire Alarm Command Center relocation. UFC 97 902.4. Amended. 16) The maximum distance of travel from any point to an exterior exit door, horizontal euit, eacit passageway or an enclosed stairway in a building ec{uipped with an automatic sprinkler system throughout shall not exceed 250 feet. UBC 97 1004.2.5.2.2 17) Any code requirements arising from construction. 18) Twenty-four hours notice required for all tests and inspections. UFC 97 1033.2.2. Sincerely Kent "Sparky" Shriver Fire Mazshal Arvada Fire Pmtection District - {fiz~ i ~ ~ _ ~d~ N'4Gi.e,~ ~ /20., Ca& 4 , ~ /~py`:'O'~,l' ~ - ~o ,2'„o~'i f~ /J-Ir.~~iaG.~¢, l i2~ L~ra dm,~ Lr-"6ke- an C~~Y WOLi: )ZLIaiO ARCHITECTURE PLANNIN6 INTERIOR DESIGN 2601 Blake Street Suite 400 Denver, Colorado 80205 phone303.292-9107 fax303.292-429 0 • architects suppiemental instructions project: Coors Brewing Company a.s.i. no: 04 Rocky Mountain Bottle date: May 24, 2002 Compan Wheat Ridge, Colorado architect's project no: 01-022 PHASE 2 The revisions listed within this Addendum shall modify and become a part of the original permit submittal which was was submitted to The Ci Of Wheat Rid e on March 20, 2002. No Descri tion 1 Sk-1 Building 26 Floor Plan Revise location of door no. 130, and 131. Delete door no. 132. Add new door no. 133. Demo existing chain link fence. Demo exisfin stud wall at Electrical 133. Clld of asi no. 04 issued by Paul Kane Grey Wolf Studio distribution: Coors John Stonebreaker RMB Dan Roberts Neenan Steve Rogers / ~2 Vl~.a,~2,,,,~- ~ 7~ ~c9v ~ ~ - ~ c3E Y woL F S euii) i o P:\022 Rocky Mtri Bottle\CA-Phase-2\Asi-3\ASI-4-phs-2.doc f-REMOVE PORTION ± OF EXIST. CqNC- i ~ , TEE FOR REILOCATtL? i DOOR AND iRAME i # i ~ I . / ~ ELECTRICAL I I k 131 i NOT I I SPRINKLERED ~ t i i y i REMOVE EXIST. - f CHAIN LINK FENCE - - ~---------~l,~G~L NEW WALL: 5/8" TYP "X" GYP BD ON SIDE~ 6" MTL. ~1 IR)- STUDS @ 16"o.c. MAINTENANCE 730 SPRINKLERED REMOVE PORTION OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME i i.MOLD SHOP I 110 II " ~ L ~ O REMOVE PORTION - OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME i ~ ELECTRICAL i i I 133 I ii NOT L SPRINKLE ED ii i ii _~J REMOVE EXIST. STUD WALL ADD LAYER OF 5/8" TYPE "X" THIS SIDE MAINTENANCE 734 SPRINKLERED J F -1 PHASE 2 Floor Plan Bldg 26 GR`W '"°LF'`°,i°. SntSK-1 1/8" = 11-0" A.S.I. No. 4 5/24/02 ~ C:icv WOLF IEtJaiO ARCHITECTURE PLANNING INTERIOR DESIGN 2601 Blake Street Suite 400 Denver, Colorado 80205 phone 303.292-9107 fax 303292-429 0 0 i architects suppiemental Instructlons project: Coors Brewing Company a.s.i. no: 04 Rocky Mountain Bottle date: May 24, 2002 , Compan Wheat Ridge, Colorado architecPs project no: 01-022 PHASE 2 The revisions listed within this Addendum shall modify and become a part of the original permit submittal which was was submitted to The City Of Wheat Ridge on March 20, 2002. No Description 1 Sk-1 Building 26 Floor Plan Revise location of door no. 130, and 131. Delete door no. 132. Add new door no. 133. Demo existing chain link fence. Demo existin stud wall at Electrical 133. CIId of asi no. 04 issued by Paul Kane Grey Wolf Studio distribution: Coors John Stonebreaker RMB Dan Roberts Neenan Steve Rogers G4'c'_' WOLF: )Z:UaiO P:\022 Rocky Mtn Bottle\CA-Phase-2\Asi-3\ASI4-phs-2.doc i ~ REMOVE PORTION } OF EXIST. CQmC.- ~ TEE FOR REILOCATE i DOOR AND iRAME ~I } ~ I / ~ i ELECTRICAL I I ~ 131 ~ NOT ~ SPRINKLERED I, I r i k REMOVE EXIST. CHAIN LINK FENCE -t--'--"--^--•--~--- ~j LA I NEW WALL: 5/8" TYPE "X" GYP BD ON BOTH SIDES 6" MTL. (1 HR) ~ STUDS @ 16"o.c. JI MAINTENANCE 130 SPRINKLERED REMOVE PORTION OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME MOLD SHOP I 110 106 % I GU % 5'&-) lq~r- Floor Plan Bidg 26 1/8" = 1'-0" A.S.I. No. 4 U ~ REMOVE PORTION - OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME ~ ELECTRICAL i i I 133 i ii NOT SPRINKLERED ii - ~ii ii REMOVE EXIST. STUO WALL I~ ADD LAYER OF 5/8" TYPE "X" THIS SIDE TO MAKE 1HR WAL ~ ~li MAINTENANCE V 134 SPRINKLERED ~ Ov Tl I'1= ~ - I- 9C$pl~cae4 ~ I~F_ n rA~- Ij 1-,90 u 1\ u ~CENNEI'H W. 0 _ J F -1 2 ~ • PHASE 2 s caeywolgr_.Nruo;o. SntSK-1 5/24/02 I C3~Y WOLi: IElIDiO AACqIIECTURE traWKflletter DATE: May 24, 2002 SEND T0: Darin Morgan City of Wheat Ridge ADDRESS 7500 W. 29"' Ave. Wheat Ridye, CO 80215 PRaeCr: Rocky Mountain Bottle Company NUMBER: 01-022 SENT VIA: Courier TRANSMITTED fTEM REMARKS 1 ea A.S.I. No.4 (Phase 2) Owner and Fire Department directed revisions fot Building 26 Darin, I will be replacing Rick Graeff as Project Manager for Grey WoIF Studio as he is moving to Montana next week. Attached is A.S.I. No. 4 For Phase 2. We have revised it somewhat from what you last saw as ASI No 6 for Phase 1. I understand that you have discussed moving the completion of this work into Phase 2 with Neenan. We walked through the area with Sparky Tuesday moming and made adjustments to the door locations and added gyp board to the east side of wall separating Electrical and Maintenance. We moved new portion of wall west 18" to allow for proper coverage by sprinkler head in Maintenance Room 130. Door 130 is reversed to swing in to improve clear path on euterior. (Z"4u~ Paul Kane Project Manager distribution: Coors - John Stonebraker 303 277 5886 6064fax RMB - Dan Roberts 303 425 7826 7967fax Neenan - Steve Rogers 303 244 0715 303 296 0382Fax 2601 BLAKE STREET SUITE 400 DENVER, COIORADO 80205 303292.9107 greywotfstudio@aol.com HP Officelet Personal Ptinter/Fax/Copier IdentifiCetion 93032924297 Result pae s Tvce OK 02 Sent Fu Log Report for DEVREVFAX 303 235 2857 May-29-02 11:57 AM Date Time May-29 11:56A Duration Dia¢nostic 00:01:03 002586030022 ].Ao City of wr,E:"tat .~Ridge F:Ox Transrn,al 7500 West 29"' Avenue • Wheat Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 DATE ~Z 9 ~0- Name: Organization: Fax: Phone: From: Division: Subject: # of Pages: Comments: ~ 4 IfZ-- Planning ❑ Buildin l~ Engineering ❑ (Includina cover page) Original to follow in the mail ❑ Yes ~No , i-REMOVE PORTION } i OF EXIST. CqNC-- RELOCATEd + TEE FOR i DOOR AND ~,RAME } i ~ i ELECTRICAL 131 + NOT ~ SPRINKLERED i I L- -J k I REMOVE EXIST. ~ CHAIN LINK FENCE i{ x- ~ - _ , LA - - - ~ NEW WALL: ~ ~I 5/8" TYPE "X" GYP BD ON BOTH SIDES 6" MTL. (1 HR) STUDS @ 16"o.c. ~ ~L s _~i L 0 II r REMOVE PORTION - OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME i ~ ELECTRICAL I 133 II ii NOT SPRINKLERED ~i ~ = ii I~ REMOVE EXIST. STUD WALL - ADD LAYER OF 5/8° TYPE "X" THIS SIDE TO MAKE 1HR L', -II II MAINTENANCE ! ~II MAINTENANCE 134 JI SPRINK~LERED SPRINKLERED ~QQ~~ I` AY c'1~02 li P , ~ REMOVE PORTION OF EXIST. CONC. ~r .+~vstvaCO< TEE FOR RELOCATED ~ DOOR AND FRAME C 0z 0 ~ - IL,,/MOLD SHOP y 1(ENNETH W. * F -1 i io ti 2 PHASE 2 FD ~"wo~YCuDso. Floor Plan Bldg 26 ShtsK-1 ~ 1/8 " = 1 '-0., A.S.I. No. 4 5/24/02 .,,~.~~..mw~, 05/30/2002 06:45 3032924297 GREY WOLF STUDIO PAGE 01/05 GWY NVOI.i- )XUDiOn ARCH(fECTURE PLANNING INTERfOR DF3IGN Jenuery 7. 2002 Mr. Darin Morgan CAieF BuUding Olficiel Ciry of Wheat Ridge BulkNng Deper9nent 7500 W. 29'h Avenue Wheat RWge, CO 80215 Vie fax (303) 235-2857 (5) peges incllluding o ver letter Re: Moun ' Bui dmg 26, InYrior Wall Conetruction Darin, o/g 4/ ; Oj fi)x- On Tuesday ailer on.site constriCdoa prograsa ma ,Un1), I s0opped bY your oflioe anG IeM the aWed note and marcup, darifyirg our intention M DMide only what Sparky rgrl reQueated regerdmg ft demising wall Detween the mein6enanae moms and the electrical room. That is, onty 1 layer of 5l8" fyTe "X" Gyp Board on the Electricel raom sidea. This wa6 woub pia+ serve to separate the epinklered maintenence rooms fiat Qxs nai-sprinklered elecbiql room. On 7uesday aRertwOn I received a voice mail from ! ou requesting confirtnafan Ihat 1he sIze of electricel gear and egress roqulreman4s cald be serviced by only one mando x YesEerday I reCeived U1B SUachBtl wPY 0f SK-1 as s itxr#led In herdcopy sealed and sipneC, wilh your 9pp►ovei stamp ad Iniads. Il mdicates that you are empheaizing ft ar: hnur waN requfrement and that the overFieed door is to romaln an te east well. Ws aro IMUndinp to Inn the weOhead door M i lace md opera6k, but would aeK thet you PleNI wnfin^ tha! 1tw prwisien o( ora liyK of yypotan bard on 1ha e aci;ridl room sWa oMy of the e=isting md "r+wsNt Is aeceptablw PIwW nob, InMlal and hx bukto cad'mn. manks, ~t(°'' ~ (;Uw~_ Pgul Kene AU, CCS Prvjed Manager c: srove Rogers, Tne rieenen cor,panr, (31 3):?e543e21ax ~ 2801 BIAKE 3TREET SUffE ~100 DENVER, COLORADO 80205 303.282.8107 a~ ~q~aywdr.waro.eom • . • darin 05/30/2002 06:45 3032924297 GREV WOLF STUDIO PAGE 03/05 G3'c'!r WOLr IM11110 ARCHITECTURE PLANNING IN'EYiIOR OESIGN 2601 Bfaka Slreet Suite 400 Denver. Coloratlo 8020.5 phme 303.292-9107 fax 303292-429 • • architecis supplementel tnstructlons project: Coon Brawing Company a.s.i. no: 04 Rocky Mountain Bottle ~ aate: iutsy 2a, 2002 Com an Wheat Ridge, Colorado erchitecPs project no: 01-022 PHASE 2 The revisians listed withio lbis Addendum shall modify a id I~ecome a part of Ihe orlginal pertnit 9ubmitt8l whkh wa9 w39 9ubmllted lo The q 0( Wheal Rid a on March 20 2002. No Desai 6on 1 Sk•1 Buildinp 26 Floor Plan ReNoe locatbn ot door no. 130, snd 131. Dele :e r,loor no.132. Add new daor no.133. Demo ezistlng chain Ilnk fence. Demo exisNn stud walf at Electrical 133. end of asi no. 04 iasued by Paul Kane ~ Grey WaHStudio distribuNon: Coors John Stonebreeke RMB Dan Roberts Neenan Steve Rogers U 1 CIC V W0 L P 31 l V{7 1 0 . . IT P:\022 Rocky Mhi Bott1e\CA-Phese-2\AS1-3\ASIA TI4s-2da 05/30/2002 06:45 303<^924'<97 GRE1' WOLF STUDIO PAGE 04/05 10%10 REMOVE PORTION ~ OF EXIST. CpNG, TEE FOR REILOCATEI DOOR AND iRAME f i~ J ~ I I ~ 1 I ~ ELECTRICAL I I ~ ~ 131 i NOT I I ~ SPRINKLERED { I ~ , L--~ i ~ i REMOVE EXiST. CHAIN LINK FENCE - ~ _ 5--------1 I ~ry1 I NEW WA 5/8" TYP "X" GYP BD ON SIDE~ 6" MTI:'-~;rwet- STUDS 0 16"o.c MAINTENANCE 130 SPRINKLEREO REMOVE POR710N OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME MOLD SHOP I 110 Floor Plan Bidg 26 1 /8" = 1'-0" A.S.I. No. PHASE 2 woLF.%:umo, s h i SK'1 4 ~ 5/24/02 . . ~ i O c: REMOVE PORTION - OF EXiST, CONC. TEE FOR RELOCATED DOOR AND FRAME ELECTRICAL ~ i I 133 I i~ NOT ' i SPRINKLE ED ~i L----- i ii ~ REMOVE EXIST. STUD WALL ADD LAYER OF 5/8" TYPE "X" THIS SIDE MAINTENANCE 734 SPRINKLERED ~ ilJ U L~ \~`~J r I ~ 05/30/2002 06:45 3032924297 May-29-02 11:57A OEVREVFqX , (1 ! 1 (1 I ~~-REMOVf PORTION i ~ OF EXIST. CQMG. TEE FOR REILOGATED. ~ ~ DOOR ANO PRAME ~ i ~ i 1 . , I ~ SPRINKLERED I , T , 1 I ! L---~ ~ i REMOVE EXIST, -~r CHAIN LINK FENCE V _ I l - I r ~ NEW WAIL: 5/8" TYPE "X" GYP BD ON 80TM SIDES 6" MTL. (1 HR) STUDS 0 16°o.c. Iu ~ L O - ~ REMOVE PORTION - = OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME I=3 ~ ELECiRICAI i~ i, ~ I NOT ' SPRINKLERED L_.-----` i i; REMOvE E):IST. STUD WALL ' AD0 LAYER Of 5/8" TYPE X' THIS SIDE TO MAKE i II I MAINTENANGE MAINtENANCE I SPRINKLERED SPRtNKLEREO n ~pp2 -7 PORT(ON OF EX157. GONC. 9 TEE FOR REIOCATED DOOR AND FRAME ~pF CO(0 _ . r.." ~i rrt--sa f ~ y L.~ uo~.o sHOP WOMW 110 * * ~ ~ f77 7-1 ~ 2n S 1~1°y PHASE 2 to ~l0or Pisn B~Y 26 ED N1tL ShtaK•~ A.S.I. No.. 7 5/24/0: GREV 140LF STUDIO PAGE 05/05 303 235 2557 P.02 i L---~ ~ HP OfficeJet Personal Printer/Fax/Copier Iden ification 93032924297 Result ftm TYRg OK Ol Sent Fu Log Report for DEVREVFAX 303 235 2857 May-30-02 06:16 AM gw Time unti on 1 iaanostic May-30 06:15A 00:00:34 002556030022 z..o 0 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS ~ I ~Q-~ BUWNG PERMIT N0. '"~ri~C°1 ^ DATE ISSUED ~Q OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations ~ • Footings , v•~+ a. Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor. l✓~.-Cle °K.. 5~6--~z Electrical (Ground Work) r!/~ f-/-o„ -R~,O Plumbing (Ground Work) 1/1. G;2 ~ Heating (Ground Work) ry DO Nc!T FOUtFLPpR UNTILABOVE HAS BEEN SIGNED Rough lectrical Rough Plumbing O, ~ 3/Q 2 •e~- AirTest Gas Piping Rough Heating & Ventilation (above must be signed prior to /raming inspection) Framing o . Insulation Drywall nailing Roofing Refrigeration Electrical underground Final Electrical Plumbin - p.1 Heatin & Ventilation Frame ~ R.O.W. & Drainage A Fire Department Parking & Landscaping OCCUPANCY KIOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED P TYPE OCCUPANCY PROTECT THIS CARD FROM THE WEATHER CR'c!i WOLi: 1EllDi0 ARCHITECTURE PLANNING INTERIOR DESIGN 2601 Blake Street Suite 400 Denver, Colwado 80205 phone 303.292-9107 fax 303.292-429 • • architects supplemental instructions project: Coors Brewing Company a.s.i. no: 05 Rocky Mountain Bottle date: June 5, 2002 Com an Wheat Ridge, Colorado arcniteRs project no: 01-022 PHASE 2 The revisions listed within ihis Addendum shail modify and become a part of the original pertnit submittal which was was submifled to The Ci Of Wheat Rid e on March 20, 2002. No Desai Gon 1 Sk-1 Partial Reflected Ceiliing Plan, showing change at First AidlLunch area - 8'/s x 11 2 SK-2 Revision Of Building 26 partition rrotes (gyp bd one side only) and added note re (E) Overhead Door A0.2b DemoliGon Plan, Changed partition demo locations, added relo of (e) service counter At.t Enlarged Floor Plan Lunch/Locker Rooms, moved doors from Bulk Addition to new frame wall along north side of addition, reversed swing of lunch roan doors, removed vestibule at NW cor of lunchroom, enter first aid direct from Bulk Glass. A1.2b Enlarged Floor Plan, MaintenancelMold Shops elld of asi no. 05 issued by Paul Kane Grey Wolf Studio dishibution: Coors (1) John Stonebreaker RMBC (1) Dan Roberts Neenan (2) Steve Rogers ftentfiidge (2) Qerin Magan- aeabd arM ogned DY Ken Hamhmm for GVYS G 4 e Y W O L ir- 3CU D i O • R DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 13872 5/16/02 Property Owner: ROCKY MOUNTAIN BOTTLING Property Address : 10619 W 50TH AVE Contractor License No. : 18046 Company : Piper Electric Co. Phone: Phone: 422 9219 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : FIRE ALARM SYSTEM Construction Value : $6,000.00 Permit Fee : $125.25 Plan Review Fee : $0.00 Use Tax : $72.00 Total: $197.25 TE Use: BUILDING DEPARTMENT USE ONLY zootgoww SIC : Sq. Ft. : Approval : Zoning : .x . . .1. . R Approval : OW-10 Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18046 Plumbing License No : Mechanical License No : Company : Piper Electric Co. Company : Company : Expiration Date : 2/28/03 Approval : OK/KS Expiration Date : Expiration Date : Approval: Approval: (1) This permit was issued in accordance wilh the provisions set forth in yopur application antl is subject to lhe laws of the State of Colorado and to the Zoning Regulations antl Builtling Cotle of Wheat Ridge, Coloratlo or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within siMy (so) days from issue date or (B) ihe building authorizetl is suspendetl or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in the original plans antl specifcations antl any suspension or abandonment has not exceeded one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full (ees shall be paid tor a new pertnit. (4) No work of any manner shall be done that will change lhe naNral Flow of water causing a drainage problem. (5) Contrador shall notify the Building Inspeclor hventy-four (24) hours in advance for ail inspections and shall receive written approval on inspection card 6efore proceetliing with successive phases of the job. (6) The issuan a permit o e approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provis' t es or any other ordinance, law, rule or regulation. Chief Building Ins ctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit tiwnber oF WHEqt 4 BUILDINCn INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303•235-2855) cOL OR A00 ~jHH jj~i~'1/Vp 4~i"i"1414~1-1 ~l O7~fi 4 Property Owner: ~O GY-y /YN b ~.v r~-+"V ~y d 7~7-LE1/✓G Property Address: 106j q VY . SO j~-'4 4l/E- Phone : Contractor License No.: ( Q 6q s'T'FrE Company: pjloEf- Phone:703- Y22-~'Z(q SIGNA'CURE OF [1NDERSTANDING AND AGREEh1ENT I hereby certify tha[ the setback distances proposed by this permit applica[ion are accurate, and do notviolate applicable ordinances, rules or regulatlons ofthe City of Wheat Ridgc or covenants, easements orresvicvons of rewrd; that all measuremenu shown, and allegations made aze accurate; that I have read and agree [o abide by all condi[ions printed on [his applica[ion and tha[ l assume fiill responsibiliry for compiiance with the Wheat Ridee Building Code (U.B.C) and al( other applicable Wheat Ridge Ordinances, for work undcr this pemit _ / n . / (owrEx)(cormwcrox): Description: l~'l,e~ s7 s; z~► Construction Value:$ 6GbQ~ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ BUILDING DEPARTMENT USE ONLY SIC: Sq Ft. ZONING COMMENTS: Approval: Zoning: BUILDIN6 COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: StoriesResidential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expuation Date: Expiration Date: Approval: Approval: Approval: (1) This pemi[ was issued in accordance wiN the Provisions set forth in your application and is subject ro the laws of the Statt of Colorado and m the Zoniny Regulafions and Building Codes of Wluat Ridge, Colorada or my atLer applicable ardinances of [he City. (2) Tltis permi[ shall exp've if (A) th<work auNonzed is not commenced within sixty (60) days from issue date or (B) die bnilding authoiized is suspended or abandoned for a period of 120 days. (3) if tliis permit ezpires, a new permit may be acqnimd for a fee of one-half the amount normally requircd, proviAed no chan¢es have bern nr will be maAe in tlhe original plans and speoifiwtions and eny suspension or abandonment has mt exceeded one ( I) year. If chanees have been or if nrcpensinn nrnhnnAnnmem exceeds one (1) yeaz, full fees shall be paid for e new pertnit. (4) No work of avy mamer shall be done that will chmge tlm naNrai flow of wa[er causing a drainage pro6lem. (5) Conhacrorshallmtl£ytheBuildinglnspectortwenty-fonr(24)honrsinadvanceforallinspectionsendsM1alir<ceivevrtittenappmvaloninspectioncardbeforc proceeding wiN successive phases of tlie job. (6) 'I'6e issnaace of e permit or the approval of drawings and specificaROns shall vo[ be wnstrved ro be a permit foq mr an approval of, any violation of the pmvisions of the buildivg cades or auy oNer ordinauce, law, rule or regulatlov. BuIlding Inspector Edwards ~ Systems Technology ° FIRE ALARM SYSTEM SUBMITTAL ROCKY MOUNTAIN BOTTLE BILL OF MATERIAL PART # 202-7A-T 757-3A-SS70 757-SA-SS70 DH 100AC/DC ST 5 RTS45'I KEY MSOOMF M501 MF S-OOPNF BPS6 12V6A5 LOCATION 15/75cdW, 60cdC Strobe, Red, Terminals 30cdW, 15cdC Strobe, Cone Speaker, 70V 110cdW, 60cdC Strobe, Cone Speaker, 70V Sys Sensor 24VdG120AC Duc[ Det. Sampling Tube Remote Test Switch wl Key Intelligent Monitor Module Intelligent Mini-Monitor Module Pull Station Double Action Remote Booster Power Supply, 6.5A, 120V 6.5 AH Battery C~~Y WOL~ IMM0 qW~TURE PLANNING INTERIOR DESIGN UtOSMMIletter DATE: Apri122, 2002 SEND T0: Darin Nbrgan City of Wheat Ridge ADDRESS 7500 W. 29'" Ave. Wheat Ridge, CO 80215 paaecr: Rocky Mountain Bottle Company NUMBER: 01-022 SENTVIn: HandDelivered TRANSMfTTED ITEM REMARKS 2 ea A.S.I. No. 1(Phase 1) Owner directed revisions Darin- Attached is A.S.I. No. 1 for Phase 1. Any questions, please call me at 303-292-9107. Thanks Rick Graeff Thank you Grey Wolf Studio Rick Graeff Project Manager V\ ~ 2601 BLAKE STREET SUITE 400 DENVER, COLORADO 80205 303292.9107 g2ywoHstudio@a0l.com ~ ~ ~ C3EY WO~~ IUaiO A R C H I T E C T U R E PLANNING 2601 Blake Street Suite 400 Demer, Colorado 80205 phone 303.292-9107 fax 303.292-029 INTERIOR DESIGN • • architects supplemental instructions projecr. Coors Distributing Company a.s.i. no: 01 , Rocky Mountain Bottle date: April 12, 2002 Compan Wheat Ridge, Colorado arcnitecPs project no: 01-022 PHASE 1 The revisions listed within this A.S.I. shall modify and become a part of the original permit submittal which was was submitted to The City Of Wheat Rid e on Februa 18, 2002. No Descri tion 1 Sk-1SheetA0.1A-EnlargedSitePlan Revised location and quantit of silos. One on north side and two on south side of Mold Shop. 2 Sk•2 Sheet A0.1A - Enlarged Site Plan Revised location and quantity of silos. One on north side and two on south side of Mold Shop. 3 Sk3 Sheet A2.1 - Floor Plan Revised location and quantity of silos. One on north side and two on south side of Mold Shop. 4 Sk-4 Sheet A2.1 - Floor Plan Revised location and quantity of silos. One on north side and lwo on south side of Mold Shop. 5 SK-5 Sheet A0.2 - Demolition Plan Revise location of new opening in existing CMU wall. 6 SK-6 Sheet A2.1 - Floor Plan Revise location of new opening in existing CMU wall. 7 SK-E1 - Sheet E4.0 - Oneline Diagram Downsize the size of panels 25-E-11A and 25-E-11B and the feeder panels to match the 600 Amp rating of the spare circuit breaker that Rocky Mountain Bottle has available. clld of asi no. 01 issued by Rick Graeff Grey Wolf Studio distribution: Building Darren Morgan Department RMB Dan Roberts Coors John Stonebreaker Neenan Steve Rogers GR'eY WOLF I Z UDiO P:AO2L Rocky Mm BotNeACA-Phase-7AAsa-1AASI-i-phs-1.doc ~ o e ~ a I ^ V / I ~ _ co Q ~ \ ~ CD 0.. VI r = O ~ e N I go ~ ~ .T. o I a 's. w CA 0 II y m I( 1I o v O ~ia. QO Q CD 0 o i I = O y i O = o a a¢o~ a b~°O UO]~ ~ N vI ~ ' 9 }l~ ~j L O 0 ~ °o v 1,9 z ado[s _ N ~1 a adolls °o N " I = , O-, w o ; a - In ~ Ln oF coto i Q +=h~4 y KENNEz• o o~~ I I 1' I a * HARr' st W CD a ~ N p..~... Vl ~ ~@W. . ~ Q Z O 00~ INII ,~I ~ o Q~ ~F u z°~ FD ARG s Q w F- W CC vz ~o~ I ~ 0 i ~ o ° o DETAIL OF GaeY woL-r 5ruDio. Enlarged Site Plan SHEET A0.1A shtSK-1 ~ 1/8" = 1'-0" A.S.I. N0. 2- 04/12/02 0 z 0 ~ ~ m - w i z o, ~ aC, a oz° - ° m~°o o, o J = - o wwmC) CO ` ~ ~ w~ o I - J o ~ o adols 16 ' oom~ ui o~o ` o . ; - O ~ o 4~ -=D ~ „g i z > ~ ~ N a a I z QF Cot o , a ~~'~p ~ ~ y W04ETH W p HARSHMAN r--, 20 FD AR ~ v Z PHASE 1 DETAIL OF GaeW woLF 30xuoiou_ Enlarged Site Plan SHEET A0.1A shtSK-2 1/8" = 1'-0" A.S.I. N0. 2- 04/12/02 of .a._,_.~....~ . . H J K ITEM DRAWING N0. TREOTALQ . U/M DWG. N0. -DESCRIPT 2 BLDG . (Exi riN ~ --ROOF ABO E I 1 z RE: 2 /A0.1a FOR ~RELOCATED-~ A4~a (THIS AREA) SILO (RE STRUCT: ~ ~ 2 ~ 73'-4" iI 10'-0 - ~ CNC SA LASTING ~~pg c 112A 112B 3 v 0~, I ASHFORD CNC A ~ ASHFORD SIM 6,1 ~ FLOOR SFAL , FLOOR SEALANT ~ W2 WZ - SAND BLASTING ~ - 112B WZ ~I 22' -4„ 21'-0" - - . co,~_ . 112A in - - W2 W2 ~QF CO~O MoLD SaoP . - cpl > dj ~Il~INLL~TtI W O ~~G~~~ ~n ASHFORD . ~ ~ FLOOR SEAL HARSHMAN * ~ `-,a'-o' HicH HEAD - , 7 y-~-///-~~~y-~C- - `V` FD qRG~~ co' BENCH " MACH I ~ PHASE 1 G4'eV WOIi .Ktlai4 Floor Plan DETAIL OF SHEET A2.1 shtSK-3 1/8" = 1'-0" A.S.I. No. 2- 04/12/02 of . . ~ i i I I MAGH i I 2A I I I ~ I 100'-0" I-~ ~ < - F.N. FLR. - HAND SINK I I i ~ I I I i I ~ v I I ~ I I I I I I I ~ ~ MACH I I I I I I I~ I I I ui ~ I I I I I ~ ~ ia I I l I I I ~ 3 I I I W1 ' < C 0t . 0 ~I u ~ ~ ; STRUC7URAL. vj O waLL (RE: sTR~cr: I~NNETN W. i i HARSHMAN ; I r 202006 J - - - - - _ _ - _ - - - - ~ Z 7 ~ - _ - _ ~ I 3 i A6.1 I BENCH ~ ~ 2A 111 2 I ~ ~ 0 RELOCAT SILO ON CONC. 3 ~ 6 PAD (RE STRUC A4.0 ro - :01 ~ 3~-4'~ 48'-4° o oA iQ'-0" 31'-3" '-3" 13.3 14.9 z as.i PHASE 1 G42!' WOIi ]iUDiQ. Floor Plan DETAIL OF SHEET A2.1 shtSK-4 " = 1'-0" A.S.I. N0. 2- 04/12/02 _ ot DETAIL OF Demolition Plan SHEET A0.2 shtSMS 1/8" - l'_O" A.S.I. No. 1 4/12/02 of _ ~euo~o. Ciaay woLF -M : urrwc WOMEN jcD -1 126 II \J I I'~~ ~i I I ~ ~.i ~ 128 I I I~~I, 0 F F I C E ~ FILL IN WALL ~ TO MATCH 123 MECH. 'I EXIST. ADJ. j 122 , CORR. I I 125 ° o II i I I~ I i 12'-0" ~ ~ ' iSA STORES i15C (S-2 LOW HAZARD STORA h\ -ALIGN NEW WALL Z~ TO CENTERLINE OF EXITSING ROOF - TEE LEG ABOVE 15A STORES ! F~ ' 1153 ~ (S-2 LOW HAZARD STORIAGE) ~ IZ~ I 'iL PHASI DETAIL OF cREV woLF 15cuDio. Enlsrged floor Plan SHEET A1.2 shtSK-s 1/8" = 11-0" A.S.I. No. 1 4/12/02 of ~ I I ~ 1158 oi 3 I 1~ io._0~~ HicH cD~~ I I HEAD I I I~ 75 KVA 7fFU1R I80-120/208V B~ACE 8 O SUBSTAlION 25-8 O~ PAN0. PANEL O O4 rAN IS KVA XFMR 48o-2MV ~'p~FG ~O• ~ L~~,r~ 970 P~,c'~~r.~ •'~.;-~i s/ONAL O WORK NOTES. PANEL E-11 O7 INSTALL SPARE CIRCUIT BREAKER FURNISHED BY ROd(Y MOUNTAIN BOTRE IN SPpCE B OF SUBSTATION 25-6. MLO O PROVIDE FEEDER ACROSS ROOF TO NEW MOLD SHOP MDDITON. PENETRATE MOLD O5 SHOP VIA SIDE WALL. O3 PROVIDE NEW SURFACE MWNTED PANELS INICAlED. O4 PROVIDE WALL MWNIED TRANSFORMER AND FEEDERS. LOCATE TRANSFORMER 10'-0' AfF AND MAiHIN 5 FEET OF PANEL 25-E-118. OS RELOCAiE EXITING TRANSFORMER, FEEDERS, AND EXI571NG PANEL 25-01-R3 FROM EXISTING MOLD SHOP• LOCATE TRANSFORMER 10'-0' AFF AND WITHIN 5 FEET OF PANEL 25-E-11C. O6 PROVIDE NEW DISCONNECT WITH 125A FUSES. P ONELINE DIAGRAM SC&E 100/3 115A R(t IFYA 1 O PHASE 1 DETAIL OF S#per wo ONELINE DIAGRAM SHEET E4.0 ShtsK-El NO SCALE A.S.I. N0. 1 4/12/02 af C'ri°`W,ea`Rid9e ` M E M O R A n D u M Department of Public Works TO: Dazin Morgan, Chief Building Official FROM: Michael Garcia, Development Review Engineer Mh ~ DATE: Wednesday, April 3, 2002 sJ~ ~ w, SUBJECT: Rocky Mtn. Bottling Company ~Y The Public Works Department will require that the P.I.D. have the necessary changes prior to the issuance of the C.O. as requested by the City Surveyor, Mr. Dave Brossman, P.L.S. Please see attached memo regarding these required changes to the P.I.D. prior to it being recorded at the Coutny. 10619w50th_survey.mem pCty oarlment o~~ `Works M E M O R A I`I D u M TO: Meredith Reckert, Sr. Planner FROM: Dave Brossman, City Surveyor DA'I'E: Tuesday, Apri12, 2002 SUB7ECT: Rocky Mt. Bottling Co. Meredith - Bob Arnold from the Valley Water District has sent Public Works the water line easement information we requested for the Rocky Mountain Bottling Company expansion project. I have reviewed the submitted easement, which has already been recorded at the County, and it looks good. While reviewing the latest submittal of the Planned Industrial Development, I noticed that the easement and proposed water line location as shown do not match the geometry of the recorded easement. Therefore, I have included some language on the PID document indicating that the proposed water line location as shown on the PID is approacimate and for informational use only, and that the true location description can be found at Reception Number F 1429705, in the official records of the County of 7efferson, State of Colorado. Please let me know if I may be of further assistance in this matter. Thanks - DavidF. Brossman, P.L.S. CC: Mike Gazcia, Development Review Engineer ffie 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 February 25, 2002 Mr. Kenneth Harshman Grey Wolf Studio 2601 Blake Street Denver, Colorado 80205 The City of Wheat Ridge ~ po\ ~ Re: Coors Bottling Company - First Review Comments of Drainage Letter, Survey Information Dear Mr. Harshman, I have completed the first review of the above referenced documents for Coors Bottling Company addition received on February 22, 2002, and have the following comments: Drainage Letter 1. Please provide P.E. seal and signature on the drainage letter submitted. Survey Requirements 1. The proposed P.I.D. has been forwarded to the City Surveyor, Mr. Dave Brossman, P.L.S. for review. This document has identified an Easement to be dedicated by Plat to the Valley Water District. The Easement may be dedicated by a separate instrument rather than re- platting. The applicant shall submit either a Plat or separate Easement instrument for review and approval. Subsequent comments will be coordinated in writing to the preparer of this document. 2. The Easement will need to be recorded with Jefferson County prior to approval o£ the development. 3. All other easement shown on the P.I.D. document shall be described either by bearing and distance or by reference to the book/page of reception number of the document where ti is described. The vacated portion also needs to be described. 4. Correct spelling error in legal description. Any questions related to these survey requirements can be addressed to Mr. Dave Brossman, P.L.S. at 303-235-2858. Traffic Engineering A copy of the construction plans has been forwarded to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., for review and had no comments. If you have any questions, please contact me at 303-235-2868. Sincerely, tic.-•~- Mi~ arcia Development Review Engineer cc: Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, City Surveyor Meredith Reckert, Sr. Planner File(3) rockymmbtl_review l .ltr Wright Water Engineers, Inc. wwwwrightwater.com/wwe/ 2490 West 26th Ave.. Suire IOOA email:krwrigh[@wrightwztecmm Denver. Colorado 80211 February 5, 2002 (303) 480-I700 TEL (303) 480-1020 FAX Ms. Meredith Reckart Senior Planner City of Wheatridge Planning and Development Department 7500 West 29' Avenue Wheatridge, CO 80215 Re: Rocky Mountain Bottle Company Planned Industrial Development Amendment Dear Ms. Reckart: Wright Water Engineers, Inc. (WWE) had prepared this letter to summarize our review of drainage implications of proposed amendments to the Rocky Mountain Bottle Company Planned Industrial Development (PID). Coors Brewing Company (CBC) is seeking amendment of the PID to allow constniction of two new buildings on the site. The two buildings would include a 10,000-fr2 maintenance shop addition and a 3,833-frZ locker room addition. In addition to tlie proposed new buildings, the PID amendment would reduce the size of a future expansion area by 13,833 ft2 (the total area of the proposed buildings). CBC asked W WE to review plans for the proposed amendment with respect to drainage issues. W WE is very familiar with the site, having prepared the Stormwater Management Drainage Plan for a proposed expansion at Uie site in 1993. In addition, WWE has recenUy visited the site and studied the drainage system. From an engineering standpoint, the proposed amendment will not alter the drainage of the site. The locations of the two proposed buildings are areas that currently are paved with asphalt and, consequently, are impervious. The proposed amendment would result in replacement of an asphalt surface with a roof surface and would have no practical effect on the amount or rate of runoff from the site. If you have any questious or comments related to our findings, please feel free to contact us to discuss the issue further. %7C: j Yiv'}"ypL`rS; WRIGHT WATER ENG , INC. : By , T. drew Earl , P.. t Water and Civil Engineer t~ .w ~ s te sfi~~a • ~ ' Jonathan E. Jones, P.E. ~ Chief Executive Offic C:V51-040\5100Ho\LhMReckart2-4-02.doc `J~.P~q ZZ~/OZ GLENWOOD SPRINGS DURANGO (970) 945-7755 TEL (970) 945-9210 FAX (970) 259-7411 TEL p70) 259-8758 fAX 1,2 ~ SHAMROCK DELIVERY, INC. DOCKET # 6484 S. Quebec, St. ~ 80111 (303) 220'1700 ~ ~ 03) 220-0752 (3 Pa Phone (303) 220-1700 EMEPGENCY AUSH REGUOAR , PO.~ Y . pRTE F BILIINGCUENT . ~ ~ COMPPNY /ME ~ N COMP/~NV IUME I I GF2EY `WOL F, r i : rv0 ROOM NO OFLN ERVAOPRESS ROOM PICKOP ADDRE86 , ~ IIJ / F~~` ( .n0i e.LEirE - - CMARGES i ( y ` , OELNEBV RFMARKS NOAF PxGS REMPRKS : : . ~ ~ . . I '...Jj~'~ weicHr WAiiTimE WEiGVJ~ U MISC qECENEPOPPRENt GO00 OROEP BV TIM l RSI ~4TURE{ PICNIIPDfl OFNER % nlCa OD G . 1.WHRE-SDI'sCOpp 2PIN py a K-Recerv~nOCopy ]GOIDENq GREY `VOLF Yi.tJaiO ARCHITECTURE PLANNING INTERIOR DESIGN transmittal letter DATE: May 14, 2002 SENDTO: Darin Morgan City of Wheat Ridge ADDRESS 7500 W. 29" Ave. Wheat Ridqe, CO 80215 PROJECT: Rocky Mountain Bottle Company NUMBER: 01-022 SENi VIA: Hand Delivered TRANSMITTED ITEM REMARKS 1 ea A.S.I. No. 6(Phase 1) Owner directed revisions Darin- Attached is A.S.I. No. 2 for Phase 1. We have revised it somewhat from what you approved last week. Thanks Rick Graeff Thankyou ~ Grey Wolf Studio / ~ Rick Graeff / Project Manager f, ((1 ~ `J ~0 2601 BLAKE STREET SUITE 400 DENVER, COLORADO 60205 303292.9107 greywolfstudio@aol.com .--.y ~ C~~Y WOLi: )Cllai0 ARCHITECTURE PLANNING INTERIOR DESIGN 2601 Blake Street Suite 400 Denver, Colorado 80205 phone 303.292-9107 fax 303.292-029 • • architects supplementai instructions Project: Coors Distributing Company a.s.i. no: 06 Rocky Mountain Bottle date: May 13, 2002 Compan Wheat Ridge, Colorado arcnitect's project no: 01-022 PHASE 1 The revisions listed within this A.S.I. shall modify and become a part of the original permit submittal which was was submitted to The Ci Of Wheat Rid e on Februa 18, 2002. No Descri tion 1 Sk-1 Building 26 Floor Plan Revise location of door no. 130, and 131. Delete door no. 132. Add new door no. 133. Demo existing chan link fence. Demo existin stud wall at Electrical 133. 2 Sk-2 Sheet A8.1- Door Schedule Revise door nos. 130, 131, and 132. Add door no. 133. end of asi no. 06 issued by Rick Graeff Grey Wolf Studio distribution: RMB Dan Roberts Coors John Stonebreaker Neenan Steve Rogers GR'eY W OLF I t UaiO P:AOlY Rocky Mtn BottleACA-Phase-1AAsi-6AASI-6-phs-Ldoc ri ~ li I REMOVE PORTICN ± ~ - I OF EXIST. C.__ TEE FOR RELOCATECD ' r DOOR AND ~RAME I ~ ~-L A . ~'l - - I I , REMOVE EXIST. ~ \ - i i ~ } L O ~ ELECTRICAL I I i - 131 i NOT ~ SPRINKLERED N) _ REMOVE PORTION OF EXIST. CONC. I I i TEE FOR RELOCAi DOOR AND FRAME k j~* ~ ~I t CHAIN LINK FENCE~ L J - F ~ ~ L 1 U v NEW WALL I J 2" MTL PANEL ~ ON 6" MTL ~ f I STUDS @ 16"o.c. I J' MAINTENANCE 130 ~=1 SPRINKLERED ~ ~ REMOVE PORTION 130 ~I OF EXIST. CONC. TEE FOR RELOCATED DOOR AND FRAME - - i~- i i f- ELECTRICAIL 133 i I NOT ~ SPRINKLERED ii ii REMOVE EXIST. STUD WALL REMOVE EXIST. PLYWOOD DOOR MAINTENANCE 134 SPRINKLERED T= ~ MOLD SHOP I 110 II ~ PHASE 1 Floor Plan Bldg 26 G;`~"~`~'`~~°SncsK-1 1/8" = 1 '-0" A.S.I. No. 6 5/14/02 ot .,,_w..~:~L.~ • ~ L N Q H ~ E ¢ tt O ~ a a ~ a a a PHASE 1 DETAIL OF cReswou wumo< Door Schedule SHEET A8.7 shtSK-2 NO SCALE A.S.I. No. 6 5/14/02 of m~ ..~,_..~:~,M~ • 3 3 3 E o V 1 I I I 3 I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ ~ i _ ~ ~ ~ ~ in v~ R ~ ~ a a m h a \ ~ ~ ~ ~ a a O I I ~ S 3 i E i i 3 i i i 3 3 ~ 3 O ~ 2 Q Q 1 ¢ Q ~ Z E I S S 3 F Z ! F f I 3 1 I t l ~ a n - - - I i I _I _ r ^ - o 0 l o a m CREv WOLi: ICUDiO ARCHITECTURE PLANNING INTERIOR DESIGN 2601 Blake Street Suite 400 ~ Denver, Colorado 80205 /1L phone 303292-9107 fax 303.292-429 ~W t.~ Fr 0 • amhitects supplemental instructions project: Coors Distributing Company a.s.i. no: 02 Rocky Mountain Bottle date: April 26, 2002 Com an Wheat Ridge, Colorado arcnited's project no: 01-022 PHASE 7 The revisions listed within this A.S.I. shall modify and become a part of the original permit submiltal which was was submitted to The Ci Of Wheat Rid e on Februa 18, 2002. No Descri tion 1 Sk•1 Sheet A0.2 - Demolition Plan Revise extent of demolition at existin doors. Remove ortion of existin concrete tee wall for new door and frame. 2 Sk-2 Sheet A1.2 - Enlarged Floor Plan Delete new doors 110-b and 110-c. Delete new stairs and landings into Bldg. No. 26. Infill eyisting door openings with 4" C.M.U. 3 Sk3 Building 26 Add new interior wall in Maintenance 130. Add new door and frame in Maintenance 130. Remove exis6ng plywood door and add new door in Maintenance 132. Infill existin door o nin s with 4" C.M.U. elld of asi no. 02 issued by Rick Graeff Grey Wolf Studio distribution: Building Darren Morgan Department RMB Dan Roberts Coors John Stonebreaker Neenan Steve Rogers 1'0" D- 411 p,4 • ~tr.=' ' 6,!Jt Q'd~i~~4'i✓::.i;.`~' . G3'e!i WOLi: 3 iUDiO DEMOLITION NOTES E REMOVE EXISTING WALL, TYP. B REMOVE EXISTING DOOR AND FRAME (RETURN TO OWNER) ~C NOT USEC ~ REMOVE PORTION OF EXISTING WALL. rCR NEW OPENING ~ REMOVE EXISTING FLOORING [F] REMOVE EXISTING CONCRETE MA55 [C] TREE TO BE REMOVED BY OWNER ~ REMOVE EXISTING FLAGPOLE AND RETURN TO OWNER ~I REMOVE EXISTING BICYCLE RACK AND RETURN TO OWNER ~j REMOVE EXISTING DUMBWAITER ~ REMOVE EXISTING PLUMBING RXTURES (CAP) ~ REMOVE AND RELOCATE EXISTING STAIR L F' REMOVE EXISTING BENCH ~ REMOVE EXISTING LOCKERS, RETURN TO OWNER ~ REMOVE AND RELOCATE EXISTING LOCKERS ~ RELOCATE EXISTING DOWNSPOUT [Q] REMOVE AND RELOCATE KNOX BOX [R] REMOVE EXISTING CERAMIC TILE FLOOR I-sl REMOVE EXISTING LOCKERS, RELOCATE ❑ REMOVt PORTION OF EXISTING HANDRAIL U REMOVE EXISTING BEER COOLER AND RELOCATE ~V REMOVE EXISTING FLOORING AND CEILING AS DIRECTED BY OWNER W REMOVE EXISTING PAVING AS REQUIRED FOR NEW CONSTRUCTION LEGEND - EYyISTIIIG CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO 8E REMOVED [B] Z~~ BLDG. # 26 (ExtsrtnG) / [F] ~ - _ - ~ r_ ZEL ~ / EF t~0` Cot 0 _ - - ~ lII ~s\ - - - J , ~ KENNEiH W o E-~ a K~ Z 4 PHASE 1 DETAIL OF Ga¢!+woLF SCua;o. Demolition Plan SHEET A0.2 shtSK-1 1/8" = 1'-0" A.S.I. No. 2 4/26/02 _ of ASHFORD FLOOR SEALANT 51 SAND BLASTING ~ 11zB I 21'-0" -4" I22'--8" - - - - - MACH ~ F----~ m ~ ~ 2 ~ A6~.1 !~c bL,~ ~ ~ I I ~ ~ /4 M@6D Sk0P - ~ ASHFORD FLOOR SEALANT ~ . - I II ~ ~ ~~~1$T7~I~ ) I I 100'-0' FIN. FLR. I ~ I Y ~ - - ~ FIgN. FLR. ~ - - . ~ A6:1 ~ I I I ~ I eENCH eEPaiR ro I ~I Z(~ ~ pE C W. ~ 202006 * I Z4 L ~ I - ~ I I L-I, I ~ ~ E I A4.0 ~ ~ ~ ~ BENCH REPAIR ~4i-~- ~ ~I .cc I ~ i r I ~F - ~ orth - - j n PHASE 1 DETAIL OF Caae!+woU YCuDio, Enlarged Floor Plan SHEET A1.2 shtSK-2 1/8" = 1'-0" A.S.I. No. 2 4/26/02 of qR, , ~ i i-- c___ F I j I / I . I ~ ~ L J I --~i F- ~ ELECTRICAL 1 31 i - NEW WALL: 2" MTL PANEL ON 6° MTL. S7U DS @ 16"o.c. I A Er REMOVE PORTION OF EXIST. CONC. TEE FOR NEW DOOR AND FRAME (RE: SK-11 FOR STRUCTURAL INFO.) MAINTENANCE ~ 130 u. 'ii i i' i I MOLD SHOP ~ , MATCH' LINE 110 RE: SK-6 I u i ~ t L ~ ~ * ELECTRIC< 133 MAINTENANCE 132 132 REMOVE EXIST. PLYWOOD DOOR, ADD NEW DOOR AND FRAME LADDER W RE @ 24"o.c. (VERT.) ANC CORRUGA ED BUCK ANCHORS AT EA El INFILL OP G WITH 4" CMU R / ~INF. W ~ ~ ~ ~I~--. ~ J MAINTENANCE 134 =~_y ~ ~ \ II J ~ J F _ _ _/~~~~E f~CH LINE SK 6 PHASE 1 Floor Plan Bldg 26 G;`? W°`'",6°~ SntSK-3 1/8" = 11-0" A.S.I. No. 2 4/26/02 of i~ I~. Ir i I _ J Q 0 ~ Q ~ ~ 0f cOkO 0 9 ~ O KENNEfH W. 0 * HARSH * r ol~~ a a D AR~ bz z~ PHASE 1 DETAIL OF GaaY wo~311 Door Schedule SHEET A8.1 shtSK-4 NO SCALE A.S.I. No. 2 4/26/02 of p - ix - I E ! E ~ 3 I Q 3 I 3 \ \ \ \ \ \ \ \ a d ul N d rv rv ~ E S I 3 S 3 S 1 F ' I \ \ \ \ \ \ \ \ \ \ LL R ~ 3 3 3 3 3 6I 6 I I u a a a a 2 ¢ 6 6 R 6 ~ I I 1 ~ - - _ - -i - i DEPARTMENT•OF PLANNING AND DEVELOPMENT Building Permit Number : 13790 BUILDING INSPECTION LINE - 303-234-5933 Date : 5/1/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLING Property Address : 10619 W 50 TH AVE Contractor License No. : 18187 Company : L. Nothhaft 8 Son, Inc. Phone: Phone: 433 3329 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ailegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with t Wheat Ridge Building Code (U.B.C.) and all other applicable WhEat Fjidge ordin=es~ fj_or rk under this permit. (OWNER)(CONTRACTOR) SIGNED DATE S-~' Construction Value : Permit Fee Plan Review Fee $0.00 Use Tax : $0.00 Total $0.00 Use : Description : PROVIDE FIRE PROTECTION FOR THE BUILDING MODIFICATIONS. INSTALLATION & RELOCATION OF FIRE SPRINKLERS TO BE PER NFPA#13, 1999, TO ARVADA FIRE DEPT & WR BLDG DEPT. BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval: SIC : Sq. Ft CONSTRUCTION VALUE COVERED UNDER GENERAL CONTRACTOR. Approval: Occupancy : Walis : Roof : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) 7his pertnit was issued in accortlance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo antl to the Zoning Regulations and BuilAing Code of Wheat Ritlge, Colorado or any other applicable ordinances oF the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authorizetl is suspended or abandoned tor a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty reqwred, pmvitled no changes have been or wili be Tade in ihe original plans and specificattons and any suspension or abandonment has not exceeded one (t) year. It changes are matle or ir suspension oi abanaonment exceeds one (1) year, full fees shall be paitl (or a new permit. , (4) No work of any manner shall be done that will c0ange the natural flow of water causing a tlraina9e problem. (5) Contrector shall noti(y Ihe Builtling Inspector hventy-PoUr (24) hours in advance for all inspections and shall receive written appmval on inspection cartl before proceediing with successive phases of the job. (6) The iss ce of a per 't or the approval of drewings antl specifications shall not be constmetl to be a permit for, nor an approval of, any violation of Ihe provi ns f t i g cotles or any other ortlinance, law, mle or regulation. ~ Chief Building Inspector DEPARTMEN7 OF PLANNING AND DEVELOPMENT Building Permit NumCer : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APpLICATIo N Property Owner: Roc.KY NmUNrqTnl 6orrl- xNtr PropeRy Address : 1 0 6 i 9 W. 5 o n' ,Qv £,j AR 83 6 Phone : Contrector License No. : W NFarRibGC , co 80033 * 1`31 S"I Company : N oTH HAFT ~ SoN, s~vc , Phone : 30 3- 933- 33Z~ -1-0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT F~. ~onstruction Value I hereby certity that the setback distances proposed by this pertnit ap0liwtion are accunte, an0 do not vioiate applicable ordinances, rules or regulations of the City of Wheat Ritlge or covenants. easements or restnctions of rccord: that all measurements shown, antl allegations made are accurate; that I have read antl agree to abide by all conditions pnnted on this applicahon. and that I assume full rcs0onsibiliry for compliance with Ne Wheat Ridge Building Coae N.B.CJ and all other applicable Wheat R^ge obinan s. krwork underthis permR. (OWNER)(CONTRACTOR) Description: To PqovsyE Fsag -0ROTE~-cLOAI Fort ? HE Ao ,vKY ~no V 1JT PS7J 8° TT Li/J ls Permit Fee : Use Tax : Total : Use : TNE SwZLD3olr Mo~iPZtAT=-ONS AT GOMPANY•-INSre.u.o.~L0N r SZELOLhTY RE 1ae4 7HE ARVADA pf FxRF St~R=NKLERS A HE W E4 bE B 2 'D 7- BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : on _ :!n ~ Approval : Zoning : i , Approval: P067f~f Approval: Oceupancy : Walls : Roof : Stories : Residential Units : ElecVical License No : Company Expiretion Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) Tno 0a+rrd wu ntw0ln accoreaeo vffl 4r PWbuioM M foM n NW woNCWw+anG e wq~C b tM laws et 1M Shu of CobaOO uie m OrZmwq Fia9ulLiw aM BulOn9 Coft d WMK L1i04L Cd0ea0e Ot MN etlNf ~OWv~ artlnanQ+af M Gly. (2) TTU DM .9 Wp CXCRM d(A) M worlc wMwaeG u nal mmm wMm saty (!O) EM he„n issue Eata a(8) Ne builtlmq auMaizaC b wsW"'4eE w aCaneonaE lor a panoE of 120 Wys. (3) v mis o.mrt aawrget. a naw oe nw aacmiww ~a aeeaWna nm~Mt ni~ not ~ea~.ea~e a~ (t~, tt~wq~a an~imaa a a wvero~m o~ an9ttW olaro antl tD~katiero an0 anY woP~ "uaGS one (1)Yw. NY lau flull M 0" far a Mw A~. (a) Na work ot aM manMr aMx De tlone aW wN eJw" IM naOUaI lbw ol vatr ouwq a GawOe 0vblem (5) ConltaROr slull necfN tlN BuBWq MwPecturetardY4ar (24) harts m Wrano hfr aII maPecions, W aMtl 1ouive vniM a00og'/v o^ °ispectig° card Wfon proCNftin9 wM suetatting Ptivegg d tlN job. fW not Da mrncuea ro W a W~+n~ nor an a07~`~+l a, anY vrolaeon d me v~'~~ (8) uw CwWeq man~^1 ODW o rtl~~wio. a ~0~^• rn Chief Buiiding Inspector Arvada Fire Protection District Division of Fire Prevention Wheat Ridge Building Department 4/29/02 7500 W 29' Avenue Wheat Ridge, Colorado 80033 RE: Sprinkler system installation Rocky Mountain Bottle, 10619 W 5& Ave. The following are our plan review comments; 1) All hose threads shall be National Standazd type. UFC 97 1003.1.1. 2) Audible fire alarm signals shall be installed within any building containing a sprinkler system. UFC 97 10033.2 (a). Amended. 3) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station service, or a local alann that will give an alarm signal at a constantiy attended station. UFC 97 100331. 4) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically be transmitted to a central, remote or proprietary monitoring station. UFC 97 10033.1. 5) Provide provisions for labeling of system functions and graphic map display at riser location indicating zoned areas. 6) Twenty-Four hours notice prior to all testing and inspections. Sincer 1 , 1 Kent paz " Shriver Arvada Fire Protection District 7300 Kipling Street • Arvada, Colorado 80005-3876 •(303) 463-7655 • Fax (303) 422-5549 CR 'e~ W OLF )i.llai0 A R C H I T E C T U R E PLANNING INTERIOR DESIGN 2601 Blake Street Suite 400 Denver, Colorado 80205 phone 303292-9107 fax 303.292-429 • f • architects supplemental instructions projecr. Coors Distributing Company as.i. no: p~ Rocky Mountain Bottle date: April 12, 2002 Compan Wheat Ridge, Colorado architecPs project no: 01-022 PHASE 1 The revisions listed within this A.S.I. shall modify and become a part of the original permit submittal which was was submitted to The Ci Of Wheat Ridge on Febru•r.ry 18, 2002. No Descri tion 1 Sk-1 Sheet A0.1A- Enlarged Site Plan Revised location and uantit of silos. One on north side and two on south side of Mold Sho . 2 Sk-2 Sheet A0.1 A- Enlarged Site Plan Revised location and quantit of silos. One on north side and two on south side of Mold Shop. 3 Sk-3 Sheet A2.1 - Floor Plan Revised location and quantity of silos. One on north side and two on south side of Mold Shop. 4 Sk-4 Sheet A2.1 - Floor Plan Revised location and quantit of silos. One on north side and lwo on south side of Mold Shop. 5 SK-5 Sheet A02 - Demolition Plan Revise location of new opening in existing CMU wall. 6 SK-6 Sheet A2.1 - Floor Plan Revise location of new opening in existing CMU wall. 7 SK-E1 - Sheet E4.0 - Oneline Diagram Downsize the size of panels 25-E-11A and 25-E-11 B and the feeder panels to match the 600 Amp rating of the spare circuit breaker that Rocky Mountain Bottle has available. Clld of as i no. 01 issued by Rick Graeff Grey 6Nolf Studio distribution: Building Darren Morgan Department RMB Dan Roberts Coors John Stonebreaker Neenan Steve Rogers G4'eY WOLF ~CUaiO P:A022 Rocky Mm BottleACA-Phaxe- IAAsa- i AASI- I-phs- I.doc 0 ~1 U O ~ ~ ~ ~ Q N ~ U ~ l = Q o ~ ~ ~ 1 ; z = o a 0 w ~ ~ i Z - a, o, o o o i Y ~ a 0 1 °I ~ o I ~ i I S F~N N' ~ O n Q~~ d 6~01 Ua7p~ N N ~n Z . ~I I o o li = z ado~s ~ v~i N 1~1~ aado~s ~ - < o I~ w I II i Q Ln 00 W w F- .I a I V U ~ I .ol I 1 U0~ N Z ~ ~ ado~s j ' ~ ~ ~ cn o ff ~ o o Z~ 0 0 ~ Z 96 0 _ ti = O ao = e a r' m ° x ~ rA o z s W y~~pF C0~~9qo KENNETFi W. ~ * HARSHMAN ,t 202 0s ~ Z ~ J GC`\ w ~ D AR ~ lz3 (oZ f DETAIL OF ~a~s wo~ ~~uao. Enlarged Site Plan SHEET A0.1A sht$K-1 1/8" = 1'-0" A.S.I. N0. 2- 04/12/02 z 0 ~ ~ m z II a, , m i . . ---T-~ o r~D oZo m~o a J=~ ~ ww~ ~ ~ m U N. W ~ O I - NQ ZO c0 o n" ~ o adols ,U= i b--~ ~omc' ~ O U ~ ~ O C] ~ I O' I I. L_ N' „t7 9~ ~ Z ~ N a ~ a ~ J cot~~ y KENNETH W. ,t HARSHMAN ,k o < 202 6 3 } FD AR~~ ~ i ~ 23 av II Z PHASE 1 DETAIL OF cRa!+woLF 3XuDio. Enlarged Site Plan SHEET A0.1A shtSK-Z 1/8" = 1'-0" A.S.I. N0. 2- 04/12/02 of • H J K ITEM DRAWING N0. TOTAL REQ. U/M DWG. N0. -DESCRIPT BLDG. (EXI~TIN A5.1 - - I ROOF ABO E 1 2 RE: 2 /A0.1a FOR ~ RELOCATED A4.0 (THIS AREA) SILO (RE: STRUCT: O 1 2 ~ 73'-4" 10'-0 CNC SA LASTING v 112A 112B CNC ASHFORD ASHFORD SIM T FLOOR SEAL~A#l~-~ FLOOR SEALANT ~ SAND BLASTING ~j 8" 22'-4" 8" 21'-0~~ I ~ I , W2 w2 _ ~ II " ' " ' OF ' I M666 Sk~~ 15 -8 -4 6 h19 ~ ; i ~ ~ ~ ~ EAL FLOOR 5 ~ ~ O KEPN~]'tIy1G_ - - - ~ ~ ~ - ~ ~,o'-o" HicH ~ i - * HARSHMAN t , ~ ~ HEAD I I ~ i I I I I j ~ ~ I ~ I BENCH ' MACH ; ; FD C~ I PHASE 1 Floor Plan DETAIL OF SHEET A2.1 ~°~W~~~~'Q` SntSK-3 1/8" = 1'-0" A.S.I. No. 2- 04/12/02 of :4 . I I MACH I 2A 100'-0" ~ ~ i~ I ~fIN. FLR. HAND SW K I I - i i ❑ I I ~ i ~ v I I I I I I ~ MACH I I I w c I I I I ~ ~ J J I I I I ~ I ~ W~ I I Qf C~~~ A ~ ? P I ~ I I ~ y I ~ ~ I I~ ---sTRUCTURnL AR8HMAN ~ WALL (RE: STRI~CT: H ) j I I ~j 20200 ~ . II I I ~ I I ~ ~ I ~ \ i II DARC, z3~~z ~ ~ ~ 1 - - - - - - - _ - _ - _ - - - _ - - - J L - - - - - - - - - - - - - - - - - - _ - _ J Z ~ - - _ _ - - - - - - , I I 3 i ~ 'i ns.1 ~ BENCH j 111 a RELOCATE-D~ o SILO ON CONC. V-6 PAD (RE: STRUC : A4.0 ~ I I "I ~ ' ~ -4 3 48 i 10 -0 o - • -3" - - 13.3 14.9 z as.i PHASE 1 cREV wou5xuoio. , FIOOr PIBn DETAIL OF SHEET A2.1 shtSK-4 •W~R 1/8° = 1'-0" A.S.I. N0. 2- 04/12/02 of ~ • u _ RnnnT4~-l 7fT7 T-i _ 1J 1J 1J LW LI LI 1J l~ ! A ~ I - "'r - - ~ , L ~ ~ rmW 'O O MAN I * i06 ~ ~II R~ \ I ~ a ' I ~ \ I I I I I I ~ I I ~ ~ L ~ ~ ~ ~}I Ij _J I I I I I I I I I I ~ ~ I ~~-I~------~I i PHASE 1 DETAIL OF caaY woLF 31¢w_o. Demolition Plan SHEET A0.2 shtSK-S 1/8" = 1'-0" A.S.I. No. 1 4/12/02 ot i II I \ ~I~ ~ ~ II 0 T~ WOMEN ~ I`J I 128 ~ ~ 126 ~IjO ~ c ~ J 128 OFFICE ~ FILL IN WALL I 123 ~ TO MATCH I ~ EXIST. ADJ. I MECH. I~I 122 CORR. ~ o ~ 1 25 ~ I I ~~~i i _ ~ r ,~J li III --L. LL_ 72'-0° I . I YYJ ~ ~ ~ 1,15B W31 10'-0" HIGH I I ~ I I' H E A D ~ ~ I - ~ - - - ~ . ,SA STORES ~ ~ 115C ~ , I ~II ~ (S-2 LOW HAZARD STORAGE) ~II ~D~I, I I 15,A STORES Z I 1158 ~ - (S-2 LOW HAZARD STOR~AGE) 2 i ~ I ~ F C ~ . , i Q %0 ~ p I I y ~t E RSHT~~ H XN yt ' ;~II', I II , _aucN NEw waLL r~ 202 6 To cENrERUUE Al , OF EXITSING ROOF ~I TEE LEG ABOVE p AV( 2 I PHASE DETAIL OF 01EewoUrlxuD10. Enlarged Floor Plan SHEET A1.2 shtSK-6 1/8" = 1'-0° A.S.I. No. 1 4/12/02 T of ~ .a ° . . Y/ A~ / l~ KKK • 74 KVA s • • 7~ 5o% A~ ~'s~' ZOaV 4eo- r• B3 F4 ~ACE 6 /2 W. ANEL O P~d OO PANEI P E-11 3-E-11 25-E-71 O LA(SEC.1 LO(SEG2 mce A O O ,5 KVA SUBSTA710N 25-8 XFMR 480-240V Y• 4 /e dl. 100/3 O 1751~ RKt IEIU~ 1 O WORK NOTES. PANEL O INSTALL SPARE CIRCUIT BREAKER FURNISHED BY ROCKY MWNTAIN BOTRE ZYE-~~ IN SPACE 6 OF SUBSTATON 25-6. MLA 2O PROMDE FEEDER ACROSS ROOF TO NEW MOLD SHOP ADDITION. PENETRATE MOLD OS SHOP V1A SIDE WAIL 0 PROMDE NEW SURFACE MOUNTED PANELS INICATED. O4 PROMDE WALI MOUNTED TRANSFORMER AND FEEDERS. LOCAIE TRANSFORMER 10'-0" AFF AND NATHIN 5 FEET OF PANEL 25-E-118. O5 RELOCA7E EXITNG TRANSFORMER, FEEDERS, AND EXISTING PANEL 25-01-R3 FROM EXIS7ING MOLD SHOP. LOCA7E TRANSFORMER 10'-0' AFF AND WITHIN 5 FEET OF PANEL 25-E-11C. 06 PROMDE N'cW DISCONNECT N1S}i 125A FUSES. MOLD SHOP ONELINE DIAGRAM NO SCALE PHASE 1 DETAIL HEET ~FO ShtsK-El s"EY w°~F sTu ONELINE DIAGRAM S NO SCALE A.S.I. N0. 1 4/12/02 _ of DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13738 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/22/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE CO. Property Address: 10619 W 50TH AVE Phone 425-7826 Contractor License No. : 19876 Company : The Neenan Company Phone : 493-8747 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN I hereby certify that the setback distances proposed by this permit application are accurate. do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recordl t at all measurements shown, and allegation made are accurate; that I have read and agre abide by all conditions printed on this application, and that I assume full responsibfor c mplianc wi Wheat Ridge Buildin Code (U.B.C.) and all other applicable Wh idg ordin s ork under this ermit. (OWNER)(CONTRACTOR) SIGN DATE ~ ~ T Construction Value : $400,000.00 and Permit Fee $2 673 75 s Plan Review Fee $0 00 Use Tax $4 800 00 g Total $7,47375 U se : Description : COMMERCIAL ADDITION. 3,500 SF LOCKER ROOM / LUNCHROOM ADDITION. (CHAIR LIFT BY SEPARATE PERMIT) BUILDING DEPARTMENT USE ONLY SIC Approval: MR Zoning : PID ta, w_,.., a~I .a... Approval: DM Approval : Occupancy : Walls 4/22102 Sq F[ OK PER REDLINES. CHAIR LIFT BY SEPARATE PERMIT. Roof : Stories Residential Units Electrical License No : 18046 Company : Piper Electric Co. Expiration Date : 2128/03 Approval : OKIKS Plumbing License No .20554 Company :Innovative Mechanical Systems Expiration Date : 2/10/03 Approval : OKIKS Mechanical License Nc 20554 Company Innovative Mechanical Systems Expiration Date : 2/10/03 Approval : OKIKS (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo antl to Ihe Zoning Regulations and Building Code of VJheat Ritlge, Coloratlo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) lhe work authorized is not wmmenced within sixty (60) days fmm issue date or (B) the building authorized is suspentletl or abantloned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normatry required, pmvided no changes have been or will be made in the original plans and specifications antl any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a tlrainage pmblem. (5) Contrector shall notiry tM1e Building Inspector twenry-four (24) hours in atlvance for all inspections and shall receive written approval on mspecM1On card be(ore proceedg with succ ~essive phases of the job. (6) The u ce o~~ a~ pit or the approval of drawings antl specifcations shall not be constmed ro be a permit for, nor an appmval of, any violation of the ~p sio g codes or any other ortlinance, law, mle or re9ulation. ro i Chief Buildin nspector T For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the Ciry• of Wheat Ridge, I do hereby agree to the terms and conditions set for[h below for the issuance of a Certificate of Occupancy in connection with this btilding permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approva] of finzl inspections and any necessary correcIIOns of electrical. plumbing, mechanical and framing systems. Inspections aze performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and ~sipk'~te~leqijgl projects with an approved final drainage repoR and plan, a letter of certification is required "fr4m the projects civil engineer of record. Inspection aze performed b} the Public ~W*S:..Q*vtment. ~ 3. The wmplevon and acceptance by the CiN of Wheat Ridge of all required public improvements, or a Development Covenant ma} be processed in lieu of construction said improvements. The Public Works Depamnent performs these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zonnig Division. All the above items must be comple[ed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The Ciry is not responsible for any real estate closings or other agreements conceming the property which mac be affected by failure to compete the above items and obtain a Cercificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please Date: - Z,/, Arvada Fire Protection District Division of Fire Prevention Wheat Ridge Building Department 4/17/02 7500 W 29'h Avenue Wheat Ridge, Colorado 80033 RE: New construction at Rocky Mountain Bottle, 10619 W 50'h Avenue The following aze our plan review comments; 1) The building address numbers shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. LJFC 97 901.4.4 Amended. 2) "rIo Pazking Fire Lane" signs shall be installed on the side of the building identifying such roads. Signs shall meet City of Wheat Ridge standards. iJFC 97 901.4.2. 3) A fire hydrant shall be located within 150 feet of a fire department connection serving a sprinkler or standpipe system. UFC 97 903.2 Amended. 4) A miuimum of 3 feet cleaz space shall be maintained azound the circumference of fire protection equipment. UFC 97 1001.7.1. 5) The main exit doors in Group F Occupancies provided with a sign stating "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOLTND LOCKED CALL THE FIRE DEPT:" UFC 97 12073 Amended. 6) All other exit doors in Group F Occupancies shall be openable from the inside without use of a key or special knowledge. UFC 97 12073 7) Emergency 6ghting battery packs shall be placed on the normal branch circuit lighting for the azea served. NEC 96 Article 700. 8) Emergency lighting is subject to field inspection, additional units may be required. UFC 97 1211.1. 9) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2. 7300 Kipling Street • Arvada, Colorado 80005-3876 •(303) 463-7655 • Fax (303) 422-5549 10) Submit a minimum of (3) three sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler and standpipe system All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 10013. 11) All hose threads shall be National Standard type. UFC 97 1003.1.1. 12) Fire department hose connections serving a sprinkler or standpipe shall be located an minimum of 36 inches and a maximum of 48 inches above Snished grade. UFC 97 1003.1.1. Amended. 13) The location of the fire department connection shall be approved by the Fire Marshal. UFC 97 1003.1.1. Amended. 14) Audible fire alarm signals shall be installed within any building containing a sprinkler system. UFC 97 10033.2 (a). Amended. 15) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station service , or a local alarm that will give an alaim signal at a constantly attended station. UFC 97 10033.1. 16) Valve monitoring and water flow alazm and trouble signals shall be distinctly different and shall be automatically be transmitted to a central, remote or proprietary monitoring station. UFC 97 10033.1. 17) Fire alarm evacuation signaLs shall be subject to field inspection, additional units may be required. UFC 97 10073.33. 18) A satisfactory test of the entire system shall be made in the presence of the Fire Marshal. All system functions shall be tested. UFC 97 10073.4.2. 19) The pennitted shall provide written certification to the Fire Mazshal that the system has been installed in accordance with the approved plans and specifications. UFC 97 1007.3.43. 20) Submit information on the type of products to be stored, storage height, and packaging of goods. UFC 97 8101.3.2. 21) Verify that sufficient electrical receptacles as extension cords and mukiple adapters aze not pernutted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3. 22) A build'mg containmg a Sre alarm system and having required duct detectors shall have the duct detection tied into the fire alarm system on a sepazate zone. UFC 97 1007.3.1. 23) Fire extinguishers shall be a 4-A rated 10-Ib ABC dry chemical type. The required number of units and mounting information shall be provided prior to Snal inspection. UFC 97 1002.1. Amended. 24) Fire alann control panel room shall be identified with approved signage.. 25) Any code requirements arising from constructioa 26) Twenty-four hours notice required for all tests and inspections. LJFC 97 1033.2.2. Kent "Spazky" Shriver Fire Mazshal Arvada Fire Protection District MAR-26-2002 TUE 04:34 PM THE NEENAN COMPANY FAX N0. 3032440730 URPARTMI?N7' OF PLANNING ARD DEVEI.OPMH]N7' 6ullding Penr it Numbcr'. ~wwfNr B(TIT,LIINGINSPN:C"IYONLiNE-303-Z34-5933 nAtb. -~1 ~CI'CY OF WttFAT RIDGF, 7500 WF.6T 29TFL AVENOE W IIEA"C RIDGA, CO 60215 -(303-235-2855) AHH~y~s..C3"iyll~TION P. 02/02 Properry Owncr. PO<KY Al]qVi11N 9i4Y7L4K C-r'l. k'mper[yAddcass:10619 ilVo• Cond~actorl.,icenseNe.: jY$'76 OW MMALCON'IAAf:'fOl[ SIGNXl'URP. OP CRiDF.R5CANUlNG ANU AGRggMENC I hr.reby certi[Y that the scPoack Aistanccs proposed 6y this permil application are accurale, und do (lot viulate rpplicable oiAinanecs, ndes or mgtdalions of the City of W hexe Ridge or covenanis, exseror.nts orrestrictiom otrecrrd; that a11 mensuroments shawn, aud allegations made a'c necnrare; ahat [ have caaJ and zgree. to a6ide by all conditions pnnted on Uhis Hpplicafion and ihat t assume fu)1 res1wnsi6'dity for compllance wNM1 lhe Wheat RVdsc Auilding Code (11.U.C) and ati otM1r)~{' applicnbleWheat Ridg/]p~ Ordinances, for work mider UII$pCYINI. py J~ ) .I Phorie . ~,0;3 • ~Z " ~~li Plione Constructiun Valuc:$ q 0A t) Gt Permit Pce:$ ~ nlJ Use Tax ~ ~rOt81l 93 s~cwrn!''~~F~,~,4,~af--"`~": t~1~"'={-- 1- t - (ownBx)(c0Nltcncrox) ati./t~771 /L~.IIfdCftl2eb'IY~ c9d(~Ll[.i7~'). ~~oZ. '~`-^~tenC, f~ ra , ~ a llcscl iptiou: :.a ~ fy i3~. n~ G~alB~t s.osn. ~~ildta r~.4 ~tor..ur~.= f:A2 err_~i~.r9$ ee~~~..Fy Yt~a ) Y~ t t~ d+.3s.,. i/{t~L?1<Y j . ~y,~a,r.~ti.~ ~uNA.h .nnarwm ,9~ate.. BIJILDIt&bEPARTMEN'C USE ONLY ~ t SIC. . ~ , ~ . ZONINO COMMEN f5 ~ Approval:~ l.onuig' N' G,~P ;_j BLI4DIN0 COMMENTS L LV e ~ Approval. ~ ~~rrn~ r ' PU6LiG WONKS COMMENT5: Approvah Occupancy: walls; Roof: Stories. Residenti . (.lectricxil La'cense No: 1, A044 ~ Plumbing I„icense No ~ Me<<ianical License No: ~614 Coufp~nY~'"~yl1MVA1`(V~: d~~+';•-V'~, Company."s;IdNIVn" dfr, r-1!f,c^„6 SYS. £ixpiration D1te: ExpieationDate: fixpirationDate: Approval: Approvai: Approvat: . 'Ifi;s pemnt wo%issued In er.rorAance wilh the provisione aet fmtU in Yav µ+plicaGon 'nd is snblect m llm laws ofthe $I nte nf Colnmdo and m the Requlalions mid Fviiding CuMs nf Wheni Aidga, Colorada or u~y olher eppGcable oMmanu.s of tbc Ciry. (2) tlux pu~a[t aLall oxpire i((R)+Ive wurk amRa~Fmd is ual wmmmccd vri161n sizy (60) drys Gom l~su<date nr (B) the buildlny aooeonzed is svsVnnAul ur nM1nntbned for a perial of 120 dnYS y rcqnire ro~iAeA nn chan Lnvc Iw~'i~ ~vill be m, dc in (3) lf Aiis pr,rn~ir cxpires. a new pumit m:~y 6e acqvircA for a fee of ono-Aalf ~Im amounl mnnall ' J. p E°' . tLe orlginal plansand s7x:cificxlions nud any wspmsiun or nbandomm~ribas nat exceedal ane P) Year. ffchrngcs hnve Fcen or iF ~aspeasirn~ or nbnnitrnmicm excredY one (p yeaq fiJl free shalt fie peld Fn~ a new pemie. (n) NowmkofnuynumncrshalItadmetlmtwillclungetltenxnvnlflowofwnrercaosfagaAiainxgepioblem. _ (:onnactoceh+dlnotll'ytbcPuilrfnglnspec~ortwa,ry~fonr(24)howvnadvanoeFo~allinspewonsends6a11ruefvew~iuenaPP'~144~~"O~spewonct~nlbeforo pmceoding wiei sac~besrva pLnse.v of tl+e lob. (G7 llie isruance uf a penni[ u, the apDroval of ArawinBS n td spu@io t an'~bshtli rionmt Iu ennmuM to De x ptnnii Por, mr an approval oi, any vinlmion nl r~e provixinns ih bvil m~c~ or AnY olher olAinnm'.. aw, B` . Cha R~~~ildi nspccm~ CRcY WOLFSUai0 ARCHITECTURE 2601 Blake Street Suite 400 Denver, Colorado 80205 PLANNING INTERIOR DESIGN • • • phone 303292-9107 fax 303.292-029 architects supplemental instructions project: Coors Brewing Company addendum no: 01 Rocky Mountain Bottle date: April 12, 2002 Company Wheat Ridge, Colorado architecPs project no: 01-022 PHASE 2 The revisions listed within this Addendum shall modify and become a part of the original permit submittal which was was submitted to The Cit Of Wheat Rid e on March 20, 2002. No Descri tion 1 SK-1 Sheet - CS.1 b- Cover Sheet Revise 1997 National Eleciric Code to 1999 National Electric Code. (Plan review response) Add note for ostin of occupant load si n. (Plan review response) 2 SK-2Sheet-A0.1Ab Identify location of relocated catch basin. Identi dimension of landscapin buffer. 3 Sheet - A1.7 - Enlarged Floor Plan Revise layout of Mechanical and Janitor rooms. Provide additional ADA dimensions. (Plan review response) Revise size and conf uration of lockers. 4 Sheet A1.4 - Enlarged Locker Room Plan Provide additional ADA dimensions on Toilet Room plans and elevations. (Plan review response) Note requiring floor drain to be primed prior to occupancy. (Plan review response) Revise layout of Mechanical and Janitor rooms. Revise stair section so as to not allow a 6" sphere to pass through behveen the tread, riser and bottom of rail. (Plan review response) 5 SK-3 Sheet A8.1 b- Door Schedule Revise doors no. 104 and 105. 6 Exit lighting is shown sheet no. E1.0 (Plan Review Response) 7 Sheet M2.1 - Lunch / LoCker Room HVAC Revised layout of Mechanical and Janitor rooms. 8 Sheet P1.2 - Water Heater Schedule Revised water heater schedule. 9 Sheet P2.2 • Plumbing Plan Revise isomelric drawings 31P2.2, 4IP2.2, and 51P2.2. Revise underground plumbing plan 1/P2.2 10 Fire Sprinkler Drawings will be issued at a later date. (Plan Review Response) 11 Sheet P2.3 - Locker Rooms Plumbing Plan Revise Locker Rooms Plumbing PLAN 1/p2.3 and isometric drawing 3/P2.3. Cild of asi no. 01 issued by Rick Graeff Grey Wolf Studio c3E Y wo~~ N 1: uD i o P:AOS1 Rocky Min BotdeACA-Phase-2\ASI-1-phs-4.dnc C3'cY WOLi: Ni.lJaiO ARCHITECTURE PIANNING INTERIOR DESIGN ~ 0 9 distribution: Bldg Dept Darren Morgan Coors John Stonebreaker RMB Dan Roberts Neenan Steve Rogers c3eY wo~F 3~ C uai o P:AO2R Rocky Mtn BottleACA-Phase-2VASI-1-phs-2.doc APP! ICABLE CODES & 1997 REQUIREMENIS: 1997 1997 1999 BUILDING DATA: UNIFORM BUILDING CODE UNIFORM PLUMBING CODE -VW UNIF FI ORM EC COD~~ NATIONAL ELECTRIC CODE~ n ^ ^ BUILDING AREA AND HEIGHT SUMMARY EXISTING BUILDINGS BOTTLE FACTORY BULK GLASS ADDITION 130,000 SF 40,000 SF ~~H C~O COMPRESSORS/STORAGE 3,000 SP ~ HEIG ~ STORAGE MEZZANINE 1,500 SF A~Z QO OFPICE MEZZANWE 8,030 SF ~ 1~1 ~ ` BREAKROOM MEZZANINE 3,300 SF ~ ' * 1-Y'Y~JfN~• SUB-TOTAL EXISTING 185,830 SF ADDITIONS LOCKER ROOM/LUNCHROOM 3,531 SP 25'-0" MAX H MOLD/MAINTENANCE SHOPS 10,000 SF SUB-TOTAL ADDITIONS 13,531 SF t ~ REMODEL (5) OFFICE SUBDIVISION OF ExISTING OFFICE MEZZANINE SPACE L TOTAL AREA 199.361 GSF OCCUPANCIES: B: OFFICE UBC 304 F-2 LOW-HAZARD FACTORY UBC 306 S-2 STORAGE UBC 371 NPE OF CONSTRUCTION: NPE 1-FR - FULLY SPRIN KLERED ALLOWABLE AREA: UNLIMITED UBC TABLE 10-B ALLOWABLE HEIGHT: UNLIMITED UBC TABLE 10-B OCCUPANT LOAD CALCULATION : USE: SF: FACTOR: UBC LOAD: TABLE 10-A FACTORY 184,489 SF 200 922 STORAGE 4,500 SF 300 15 BREAK/LUNCH ROOMS 1,896 SF 15 126 OFFICE: 6,296 SF 100 63 LOCKERS: 1,535 SF 50 31 TOTALS: 198,965 SF 1157 A OCCUPANT LOAD SIGNAGE: OCCUPANT lOAD SIGNAGE SHALL BE POSTED IN ENTRY 101 REOUIRED EXIT WIDTH: OCCUPANT LOAD X 0.2 = FIORfZONTAL WIDTH REOOtftED 0.2(1174) = 231" REQUIRED; 900" PROVIDED DIVIDED EVENLY AMONG E%ITS PROVIDED DISTANCE TO EXIT: 250 FT. WITH FULLY SPRINKLED BUILDING ALLOWED ROOF CONSTRUCTION: CLASS - B MINIMUM FIRE DETECTION: NOT REOUIRED SMOKE DETECiION: NOT REQUIRED SMOKE AND HEAT VENTS: NOT REOUIRED IN SEPARATE AREAS LESS THAN 50,000 S.F. TABLE 1003.2.3 UBC SECTION 1004.25.2.~ UBC TABLE 15-A UBC 9061.1,1 PHASE 2 DETAIL OF c~~~wo~xuDio._ R SHEET SHEET CS.1b ShtsK~ ALE A.S.I. N0. 1 04/12/02 af F"c RELocarE EXIST- SPRINKLER . Exisr. 9Loc. (oELow) REMOVE EXISI. CONC. SLAB ~ - - _ N REMOVE EXIST. CURD AND N LANDSCAPING i ~ i I RELOCATE EXISL--~,, ~ CATCH E3ASIN ~ o Ln I I ~ ~5 \ _0° i I ~ i / ro ~ /RAMP ~ \ \ /I/ 9 6' / - NEW CONC. RELOCATED CATCH BASIN Ex!sriNc BUILDING EXISTING BUILDING owNER ro REMOVE EXIST TREE EXIST cuRB pF C0~0~pl90 C-' KENNETH W. 0 * * HARSHMAN PHASE 2 DETAIL HEET OF1Ab ShtsKZ G;~~,~°~'`~~°°~ ENLARGED SITE PLAN S 1/8" - 1'-0" A.S.I. N0. 1 04/12/02 _ of A B C oooR FR NUMBER NOMINAL SIZE MATER IAL FINISH TYPE MATtRIAL 101 3' -0" x 7'- 0" H.M./ GLASS PAIN7 C H.M. 101A 3' -0° x 7'- 0" H.M. PAINT B H.M. 101B 3' -0" x 7'- 0" H.M. PAINT B H.M. 102 3' -0° x 7'- 0" H.M. PAINT B H.M. 103 3' -0" x 7'- 0" H.M. PAINT B H M. x 7'- 0° H.M. PAINT B H.M. ~j 104 3' -6" x 7'- 0° H.M. PAINT B H.M. 105 2'- 2" x 7'- 0" (PAIR) H.M. PAINT B H.M. 0 0" H.M. PAINT B H.M. 107 3'- 0° x 7'- 0" H.M. PAINT EXISL H.M. 108 3'- 0" x 7'- 0" H.M. PAINT B H.M. 126 3'- 0" x 7'- 0" H.M. PAINT B H.M. 129 3'- 0" x 7'- 0" H.M. PAINT B H.M. 200 PA IR 4'- 0° x 7'- 0" PAINT B H.M. 201 3'- 0" x 7'- 0" O~ NATURAL A H.M. 202 3'- 0" x 7'- 0" S.C.W. ~0 NATURAL A H.M. 203 3'- 0" x 7'- 0" ' * NATURAL A H.M. 204 3'- 0" x 7'- 0° S. . NATURAL A H.M. 205 3'- 0° x 7'- 0" W. NATURAL A H.M. D AR -C C-71 PHASE 2 DETAIL OF G4'eY W04' )'aUDiO< Door Schedule SHEET A8.11b shtSK3 No Scale A.S.I. N0. 1 04/12/02 af ~ .nnsivi~~N~wv.m.. • • C:17=V WOLi: 3ElIDi0 ARCHITECTURE PLANNING INTERIOR DESIGN tr~ilbl letter DATE: Apri177,2002 SEND T0: Darin Morgan City of Wheat Ridge ADDRESS 7500 W. 29"' Ave. Wheat Ridge, CO 80215 PRaECT: Rocky Mountain Bottle Company NUMBER: 01-022 SENT VIA: Hand DelivefCd TRANSMITTED ITEM REMARKS 2 ea A.S.I. No. 1(Phase 2) Plan review corrections and owner directed revisions Darin- I picked up the plan review comments (they are labeled on the narrative) and made some additional revisions as directed by the owner. I hope it is not too confusing. Any questions, please call me at 303- 292-9107. Thanks Rick Graeff Thank you Grey Wolf Studio Rick Graeff Project Manager 2601 BLAKE STREET SUITE 400 DENVER, COLORADO 80205 303.292.9107 greywoltstudio@aol.com ~ ~ ~ ROCKY MOUNTAIN BOTTLE CO. Structural Calculations for Phase II 3/20/02 LONCO, Inc. 1700 Broadway, Suite 800 Denver, CO 80290 303-620-0098 q ce±. . %t/uGl~~ • J•iiAl~l•`G~" OEF!VER, CCl;U5R,^,D0 Rocky Mountain Bottle Company Design Loads 20 psf superimposed roof dead load 30 psf snow load + drifting 90 mph exp. B wind load Soil Cap.3000 psf bearing capacity 50 pcf active pressure (equivalent fluid method) 350 pcf passive pressure (equivalent fluid method) toNDW* ProJect: o z b ~t-'~'7E Bv: Checked by: job No.: P o~I ~ Date: V4 sF Date: Sheet No.: Givil, Structural &?ransportation Engineering 5ince 7962 3oPff 5.,..w 47 ~5f (LoaF~T 1-P~« G..t. ~ I D ? 5T 9p~,P~ .,~,~p.t~.,:,~..~•. ~ Fy G,4 S ~Sf L.e•v,..~s! FY'C ~ ~Hl7~ ~ -I V "Q a s .E.t`.._.,,.... t-°' Y ~ I o xe i s V I I N U MB-a ~p, I I\ V ~ ii i R v = - Fv p - M"' HB ~ ' e ~ W ' N~ rr ~G Y 1N a~ 1 . w,. w{ o T 1 S' lo~~ lrl6, lti.,yfc, Fo [~.~~bv) ( VV61`~Ar~'Y~46 / fiv a ~ ~ Lt ~ { ~ v~E~ WAK~4GRY ~ Denver Office 1700 6roadway, Suite 500 Denver, Colorado 80290 (303) 620-0098 FAX (303) 620-9397 - K v *F✓=O (.4'; nJ + RHg+R,-n=v /'1 - N. R H g- w; Hd, y.~Z ~ o `a rl: OIMI~e ~ ° 3 ~ r o 11 ~ ~ ~ ~ o ~ e 0 N " i o ~ x ri c'+f r M 0m y LL . i ~ ~ CR 1 WI OR I -e TI~I~Icp C ~ N ~ ~ t6 ~ O ~ J N I. I O ~ I r I f EaD O~D l~0 Oi O 0) W " .WI I IoIrIFE I~ ~ 3 c E p -o ~ . a LL 0 F a o 3a 0 c ~n u. o m c ~ o Ln a ~ o in v ~n w w .o s a 0 ~ o W ~ ~ ° 0 0 0 0 ~ o c i 0 m m m m v w~ ~ LL 17 -7 . . . T 0 ~ c ' j a a N "C £ N p O d ~ t6 'O c ~i 'o m 3a ~ o -o `m ~ c 0 m o 3 O m c ~ c f!J 3 ~ i u ~ J m 3 mO C~ ~N m E + J J + . + N 'O C C 0 0 o o m :a V x + c do ~ ~a c c • p ~ + + ~ 0 N 0 ""J J ~ V ~ N a N ~ N ~ ~ J Zn i'eri '(r (Nwl~p 8.00005in Conc w/ #5 4"~ #5@12.in @Toe Designer select #5@16.in 3~~3° all horiz. reinf. Q Heel See Appendix A 4'-6" T T/]i~\ rnT Title : Job # Dsnr: _ 1~~.JJ. V~J. ll VC•- Description : Date: 3:56PM, 21 MAR 02 CONSULTING ENGINEERS 1700 BROADWAY, SUITE 800 SCO B: DENVER,COLORADO 80290 P (303) 620-0098 . ~V: s ~ 1 Page u~~,~s7.Vsr5.,z.,~Jun-,~.wID3z Cantilevered Retaining Wall Desi \1202lo7%colcUctons\foundatlon-Imc Description Criteria ~ RetainedHeight = 5.67ft Wall height above soil = O.OOR Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 4.00 in Soil Densiry = 105.00 pcf Wind on Stem = 0.0 psf iSoil Data Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 50.0 Toe Active Pressure = 35.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoil Frictlor = 0.300 Soil height ro ignore for passive pressure = 0.00 in Surcharge Loads ~ Surcharge Over Heel - 125.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 125.0 psf Usetl for Sliding & Overturning - ~esign Summar~r F" & Total Bearing load = 3,611 Ibs ...resultant ecc. = 7.55 in Soil Pressure 0 Toe = 1,476 psf OK Soil Pressure @ Heel = 729 psf OK Allowable - 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,956 psf ACI Factored @ Heel = 171 psf Footing Shear @ Toe = 7.5 psi OK Footing Shear @ Heel = 16.0 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 2.54 OK Siiding = 1.50 OK Slfding Calcs (Vertical Component Used) Lateral Sliding Force = 1,421.0 Ibs Iess100% PassiveForce= • 1 .>>4.7 lbs less 100% FriCtion Force 1,066.41bs Lateral Load Applied to Stem LateralLOad = 0.0#/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Footing Strengths & Dimensions ~..~.s f'c = 3,000 psi Fy = 60,000 psi Min. As% = 0.0014 Toe Width = 125k Heel Wdth = 325 - Total Footing Width = -4-0 FooSng Thickness = 12.00 in KeyWitlth = O.OOin Key Depth = 0.00 in Key Distance from Toe = 0.00 R Cover 0 Top = 2.00 in @ BUn: 3.013 in Axiai Load Appiied to Stem Azial Dead Load = 75.0 Ibs Axial Live Load = 50.0 lbs Axial Load Eccentriciry = 0.0 in Stem Construction Top Stem 2ntl 3rd Qm Stem OK Stem OK Stem OK Stem OK Designheigh[ ft= 0.00 0.00 0.00 0.00 W all Material Above "HY' = Concrete Thickness in = 8.00 0.00 0.00 0.00 Rebar Size = # 5 # 0 # 0 # 0 Rebar Spacing = 12.00 0.00 0.00 0.00 Rebar Placed at = Center Center Center Center Design Data 0 641 0.000 o.ooo 0.000 fb/FB + fa/Fa = . Total Force @ Sectlon Ibs = 7,910.8 0.0 0.0 0.0 Moment...ACtual ft-#= 4,196.9 0.0 0.0 0.0 Moment..... Allowable ft-#= 6,549.8 0.0 0.0 0.0 Shear..... ACtual psi = 3718 0.0 0.0 0.0 Shear..... Allowable psi = 93.1 0.0 0.0 0•0 Bar Develop ABOVE Ht. in = 21.36 Bar Lap/HOOk BELOW Ht. in- 6.00 Added Force Req'd = 0.0 Ibs OK ....for 1.5 : 1 Stability = 0.0 I bs OK ~ Footing Desi n Results _ Toe Heel Factored Pressure = 1,956 171 psf Mu' : Upward = 1,399 1,710 ft-# Mu' : Downward = 339 4,959 ft-# Mu: Design = 1,060 3,248ft-7i Actual 1-Way Shear = 7.51 16.00 psi Allow 1-Way Shear = 93.11 93.11 psi Toe Reinforcing = # 50 12.00 in Heel Reinforcing = # 50 18.00 in Key Reinforcing = None Spec'd WaIlWeight psf= 967 Rebar Depth 'd' in= 5.00 Masonry Data 4m P51= Fs psi = Solid Grou6ng = Special inspection = Modular Ratio'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Concrete Data f'c psi = 3,000.0 Fv psi= 60,000.0 0.0 0.0 0.0 0.0 0.0 0.0 Ofhar Acceptable Sizes & Spacinga Toe: Not req'd, Mu < S' Fr Heel: #4@ 1525 in, #5@ 23.50 in, #60 3325 in, #70 4525 in, #80 4825 in, #90 4 Key: No key defined 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 0 0 0 0 0 0 No No No No No No 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 . 0.00 Title : Job 1! - L 11 VI Dsgnr: Date: 3:56PM, 21 MAR 02 CONSULTING ENGINEERS Description : 1700 BROADWAV. SUITE BOD OENVER,COLORADO 80290 Scope: (303) 620-0098 R.: 51~2 Page 2 uw=~~s7.~ars,.z.,~.Jun.,~.~,,z Cantilevered Retaining Wall Desi (c)19B3-09ErvERCALC Description INTERIOR WALLS-CANTILEVER Summa of Overturnin & Resistin Forces & Moments OVERTURNING..... RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# HB01 ActivB Pr0s5ure = 7,507.7 2.51 3,790.9 Toe Active Pressure = •31.7 0.44 -13.8 Surcharge Over Toe = •55.6 0.67 37.0 Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 1,427.0 O.T.M. = 3,740.0 Resisting/Overturning Ratio = 2.54 Vertical Loads used for Soil Pressure = 3,611.3 Ibs Vertical component of active pressure used tor soil pressure Soii Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Total = 1,536.9 321 4,930.9 322.9 321 1,036.0 75.0 7.58 118.8 43.8 0.63 27.3 156.3 0.63 97.7 547.7 1.58 8672 675.0 225 1,518.7 203.7 4.50 916.8 3,561.3 Ibs R.M.= 9,573.4 S ta1' wq rr s B.OOOOSin Conc w/#; 4"~ #5@tB.in @Toe Designer select #5078.in 9~-91all horiz. reinf. @ Heel See Appendix A 2'-6" Dsgnr: Date: 3:56PM, 21 MAR 02 _L \../1 V\_kJ. Title: Job# CONSULTING ENGINEERS D85CrIPt10f1 : 7700 BROADWAY, SUITE 800 DENVER,COLORADO 80290 SCOpB: . (303) 620-0098 Ufer:MN-060995].Ver5,L2.lllun-1999.WIn32 RBVi510~ Cantilevered Retaining Wall Desi~g~,,, Page , ~ ioavoo~rvcarnic \nf191f1]\rnlculrAinn<\fnunrirtflnn-lunchr Description INTERIOR Criteria Retained Height = 3.00ft Wall height above soil = O.OOk Slope Behintl Wall = 0.00: 7 Height of Soil over Toe = 4.00 in Soil Densiry = 105.00 pcf Wind on Stem = 0.0 psf Soil Pressure @ Toe = 1,267 psf OK Soil Pressure 0 Heel = 0 psf OK Allowable - 3.000 psf Soii Pressure Less Than Allowabie ACI Facrored @ Toe = 1,698 psf ACI Factored @ Heel = 0 psf Foo6ng Shear @ Toe = 0.5 psi OK Fooang Shear @ Heel - 6.8 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 2.11 OK Sliding = 2.64 OK Siiding Calcs (Vertical Component Used) Lateral Sliding Force = 551.41bs less 100% Passive Force= - 1,114.71bs less 100%Friction Force= - 423.0 Ibs Added Force Req'd = 0.0 Ibs OK ....for 7.5 : 1 Stabiliry = 0.0 Ibs OK ISoil Data Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 50.0 Toe Active Pressure = 35.0 Passive Pressure = 350.0 Wa[er height over heel = 0.0 R Footingll5oil Frictior = 0.300 Soil height to ignore for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/k Height to Top = O.OOft ...Height to Bottom = 0.00 ft in = . in- psf = in = ~Stem Construction Top Stem 2nd 3rtl 4th Stem OK Stem OK Stem OK Stem OK Designheight ft= 0.00 0.00 0.00 0.00 Wall Ma[erial Above "HY" = Concrete Thickness in = 6.00 0.00 0.00 0.00 Rebar Size = # 5 t7 0 # 0 # 0 Rebar Spacing = 18.00 0.00 0.00 0.00 Rebar Placed at = Center Center Center Center Design Data fb/FB + fa/Fa = 0.187 0.000 0.000 0.000 Totai Force @ Section Ibs = 659.2 0.0 0.0 0.0 MomenL...Actual ft-ti= 833.6 0.0 0.0 0.0 Momenf..... Atlowable k-# = 4,461.0 0.0 0.0 0.0 Shear..... Ctual psi= Shear..... Allowable psi = Footing Desig n Results Toe Heel Factored Pressure = 1,698 0 psf Mu' : Upward = 426 86 ft-# Mu' : Downward = 122 620 ft-# Mu: Design = 304 534ft-ri Actual 1-Way Shear = 0.51 6.75 psi Allow 7-Way Shear = 93.71 93.17 psi Toe Reinforcing 5@ 78.00 in Heel Reinforcing = 7F 5 @ 18.00 in Key Reinforcing = None Spec'd Bar DeveloD ABOVE Ht. Bar Lap/HOOk BELOW Ht Wail Weight . Rebar Depth 'd' Masonry Data Pm Fs Solid Grouting Special Inspection Modular Ratio'n' Short Term FaCtor Equiv. Solid Thick. psi = 0 0 0 psi = 0 0 0 = No No No = No No No = 0.00 0.00 0.00 = 0.000 0.000 0.000 = 0.00 0.00 0.00 Masonry BlockType= Medium Weight Concrete Data fc Fy psi = 3,000.0 0.0 psi = 60,000.0 0.0 Othaf Acceptabla Slisz & SpaCingS Toe: Not req'd, Mu < S' Fr Heel: Not req'd, Mu <S' Fr Key: No key defined Footing Strengths & Dimensions Pc = 3,000 psi Fy = 60,000 psi Min. As = 0.0014 roewam = 0.75 n Heel Width = 1.75 Total Footing Width Footing Thickness = 12.00 in KeyWidth = O.OOin Key Depth = 0.00 in Key Distance from Toe = 0.00 R Cover @ Top = 2.00 in @ Bim: 3.00 in Axial Load A~plied to Stem ~ Axial Dead Load = 75.0 Ibs ,4xial Live Load = 50.0 Ibs Axial Load Eccentriciry = 0.0 in 11.0 0.0 0.0 0.0 93.1 0.0 OA . 0.0 21.36 0.00 0.00 0100 6.00 0.00 0.00 0.00 96.7 0.0 0.0 0.0 5.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 Dsnr: escription : Date: 3:56PM, 21bMAR 02 _ 1JO~--'~-~+ 1-- `c•- D CONSULTING ENGINEERS 1700 BROADWAY. SUITE 800 DENVER,COLORADO 80290 Scope: (303) 620-0096 2BV 61~ Cantilevered Retaining Wall Desi \ \f Page z Uwr:KWOf03351.Ver5.12.13JUn-1999.WiN2 0198359ENERCALC Description INTERIOR STAIR WALL-CANTILEVER OVERTURNING. Force Distance Moment Item Ibs ft ft-# Heel Active Pressure = 638.1 7.58 1.009.5 Toe Active Pressure = 31.1 0.44 •13.8 Surcharge Over Toe = -55.6 0.67 -37.0 Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 551.4 O.T.M. = 958.7 Resisting/Ouerturning Ratio = 2•17 Vertical Loads used for Soil Pressure = 1,460.0 Ibs Vertical component of active pressure used for soil pressure RESISTING..... Force Distance Moment Ibs ft ft-» Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem - Soil Over Toe Surcharge Over Toe _ Stem Weight(s) _ Earth @ Stem Transitions _ Footing Weight _ Key Weight = Vert. Component Total = 341.3 1.96 668.3 735.4 1.96 2652 75.0 1.08 81.3 26.3 0.38 9.8 93.8 0.38 35.2 290.0 7.08 3142 375.0 125 468.7 73.4 2.50 163.4 1,410.0 Ibs R.M.= 2,026.0 EK~aOiar L✓y.~~ 3' #50t6.in QToe Designerselea .1 9 1'-3" #S@O.in all horiz. reinf. . @ Heel See Appendix AI T_W 12nnnSin l:nnr ur/ 85 @ 16in n/r T ~ I L\~ ~ C Tltle . : Dsgnr: ' L V Description : CONSULTING ENGINEERS 1700 BROADWAY, SUITE 800 SCOpB : DENVER,COLORAW 80290 , (303) 620-0098 34 Cantilevered Retaining Wall R. s,= 9 W ~ n . psec KW-0Ep3357. Ver5J2.13JUm199 (c)1983-99 ENERCALC Description EXTERIOR WEST WALL Criteria . Retained Height = . 4.00ft Wall height above soil = O.OOft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 40.00 in Soil Density = 105.00 pcf Wind on Stem = 0.0 psf _ I..Soil Data Allow Soil Bearing Equivalent Fluid PressL Heel Active Pressure Toe AcUve Pressure Passive Pressure Water height over heel = 3,000.0 psf re Method - 50.0 - 35.0 _ 350.0 = 0.0 ft FootingllSoil Frictior = 0.300 Soil height to ignore for passive pressure = O.OOin Surcharge Loads Surcharge Over Heel - 125.0 psf Used To Resisi Sliding & overturning 0 psf Surcharge Over Toe. = Used for Sliding & Overturning ~ Design Summary Total Bearing Load = 2,5541bs ...resultant ecc. = 10.49 in Soil Pressure @ Toe = 2.720 Psi OK Soil Pressure @ Heel = 0 psf OK Allowable - 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,808 psf ACI Factored @ Heel = 0 Psi Lateral Load Applied to Stem ~ Lateral Load 166.0 nin - 8.00 ft ...Height to Top = Height to Bottom = 7.00 k Job # Date: 3:56PM, 21 MAR 02 Page 1 Footing Strengths & Dimensions moommoommman~ Pc = 3,000 psi Fy = 60,000 Psi Min. A5% = 0.0014 ToeWidth = 1.75ft HeelWidth = 1.25 Total Footing Width = Footing Thickness = 14.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 3.08 ft Cover *Top = 2.00 in @ BVn: 3.00 in Axial Load Applied to Stem--~ Axial Dead Load = 700.0 Ibs Axial Live Load = 0.0 lbs Ncial Load Eccentriciry = 2.5 in Stem Construction Top S[em 2ntl 3rd 4th OK Stem OK Stem OK Stem OK Stem Design height ft= 0.00 0.00 0.00 0.00 Wail Material Above "Hi" = Concrete Concrete Thickness in= 12.00 12.00 0.00 0.00 # 0 Rebar Size = # 5 00 16 # 5 12.00 # 0 0.00 0.00 Rebar Spacing = . Edge Center Center Center Rebar Placed at = Design Data 0 608 0.303 0•000 0.000 fb/FB + fa/F3 Total Force @ Section = Ibs = . 1,036.4 7,036.4 0.0 0.0 Moment.... Actual k-fl = 3,669.6 3,669.6 0.0 0.0 Moment..... Allowable ft-# = 6,038.3 12,129.8 0.0 0.0 Shear..... ACtual Psi = 14.4 9.6 010 0.0 Shear Allowable psi= 93.7 93.1 0.0 0.0 Foo6ng Shear @ Toe = 15z psi vn Footing Shear @ Heel = 3.4 psi OK Allowable = 93.1 psi WaII SWbility Ratios Overturning = 1.69 OK Siiding = 3.81 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 786.5 Ibs less 100% Passive Force= - 3,543.81bs less 100% Friction Force 802.8 Ibs Added Force Fleq'd = 0.0 Ibs OK ....for 1.5 : 1 Stabiliry = 0.0 Ibs OK Footing Design Resuits Toe Heel Factored Pressure = 3,808 0 psf 0 k-# Mu' : Upward = Mu' : Downward = 4,020 1,125 84 ft-# Mu: Design = 2.894 84ft-# Actual 7-Way Shear = 15.18 3.40 psi Allow 1-Way Shear = 93.11 93.11 psi Toe Aeinforcing = # 5@ 16.00 in Heel Reinforcing = # 5@ 0.00 in Key Reinforcing = None Spec'd Bar Develop ABOVE Ht. in = 21.36 21.36 0.00 0.00 Bar Lap/Hook BELOW Ht. in- 21.36 6.00 0.00 0.00 Wall Weight psf = 145.0 145.0 00 9 0.0 00 0 0.0 0.00 Rebar Depth 'd' in= 6.00 . . Masonry DaYa p 0 Ym psi = 0 0 Fs psi = No No Solid Groutlng = No No Speciat lnspection = 0.00 0.00 Modular Aatlo'n' ° 0.000 0.000 Short Term Factor = 0.00 0.00 Equiv. Solid Thick. _ Masonry BlockType = Medium Weight Concrete Data pc psi = 3,000.0 3,000.0 0.0 0.0 FY psi= 60,000.0 60,000.0 0.0 010 Othar Accaptabla Sizes & Spacings Toe: Not req'd, Mu <S' Fr Heel: Not req'd, Mu < S` Fr Key: Not req'd, Mu <S' Fr T1~71~~~ ~T~.- Title : Job # \ ~ J 11 I Dsgnr: Date: 3:56PM, 21 MAR 02 . CONSULTINGENGINEERS DBSCfIp1100: 7700 BROADWAY, SUITE 800 DENVER,COLORADO 80290 Scope: (303) 620-0098 . aa~: sioooz Page 2 U~,"~~s7.~e,s.,.z.,a-Jun-,~.w,n3z Cantilevered Retaining Wall Desi (c)19&949 ENERCALC Description EXTERIOR WEST WALL Summa of Overturnin & Resistin Forces & Moments OVERTURNING..... RESISTING..... Force Distance Moment force Distance Moment H2O1 Active Pressur2 = 974.9 1.99 7,943.8 Toe Active Pressure = -354.4 7.50 -531.6 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 166.0 8.67 1,438.7 Load @ Stem Above Soil = SeismicLoad = TOtel = 786.5 O.T.M. = 2,850.9 Reslsting/Overturning Ratio = 1.69 Vertical Loads used for Soil Pressure = 2,553.7 Ibs Vertical component of active pressure NOT used for soil pressure z5on uverneei = I uo.u zoes JuI.a Sioped Soil Over Heel = Surcharge Over Heel = 37.3 2.88 69.8 Adjacent Footing Load = .4xial Dead Load on Stem = 700.0 2.04 7,429.2 SoilOverTOe = 612.5 0.88 535.9 Surcharge Over Toe Stem Weight(s) - 580.0 225 1,305.0 Earth @ Stem Transitions _ Footing Weight = 525.0 7.50 787.5 Key Weight = 3.58 Vert. Componen[ _ 122.4 3.00 3672 Total = 2.676.1 Ibs R.M.= 4.816.5 SO u T y CX icei arr L✓q t I t2 #501( @Toe Designer select 2, p5@20.1n all horiz. reinf. , @ Heel See Appendix A 5'-0" Job # Title: _ L ll\~.-. Dsgnr: Dffie: 3:57PM, 21 MAR 02 1 e Descriptfon : CONSULTMG ENGINEERS 1700BROADWAV,SUITE800 SCO 0: DENVER,COLORADO 80290 P (303) 620-0098 Pag aao: sioroz e 1 „ ,1-~~57.VW5.,z.,~JU~,M.wI'3= Cantilevered Retaining Wall Desiar,p , tI _ unc Description SOUTH WALL Criteria Retained Height = 7.00h Wall height above soil = O.OOk Slope Behind Wall = 0.00: 7 Height of Soil over Toe = 24.00 in Soil Density = 705.00 pcf Wind on Stem = 0.0 psf [Soil Data Allow Soil Bearing = 3.000.0 ps Equivalent Fluid Pressure Method Heel Active Pressure = 50.0 Toe Active Pressure = 35.0 Passive Pressure = 350.0 Wa[er height over heel = 0.0 ft FootingllSoil Frictior = 0.300 Soil height to ignore for passive pressure = O.oOin Lateral Load Applied to Stem LateralLoad = 766.0 tk/k ...Height to Top = 8.00 ft ...Height to Bottom = 7.00 k Footing Strengths & Dimensions f'c = 3.000 psi Fy = 60,000 psi Min. As % = 0.0014 ToeWidth = 2.00 ft Heel Width = 3.00 Totai Footing Width = 9. OT Footing Thickness = 14.00 in KeyWidth = 12.00 in KeyDepth = O.OOin Key Distance hom Toe = 3.08 ft Cover @ Top = 2.00 in a B[m: 3.00 in Axial Load A lied to Stem Axial Dead Load = 1,607.0 Ibs Axial Live Load = 450.0 Ibs Axial Load Eccentriciry = 2.5 in useu wi ouwi y u... T op scem zna srd 4th sonom Design Summary Stem Construction Siem OK Stem OK As <Min % stam oK Stem OK Totai Bearing Load = 6,087 Ibs Design height " " ft= 3.00 0.00 ncrete C 0.00 Concrete 0.00 0.00 Not Used ...resuRant ecc. - 12.52 in HY Wall Material Above = Concrete o 12 00 12 00 0.00 0.00 Soil Pressure @ Tce - 2,785 psf OK Thickness Rebar Size in= = 12.00 # 5 . # 5 . # 5 # 0 # 0 Soil Pressure 0 Heel 0 psf OK Rebar Spacing in = 10.00 10.00 12.00 0.00 0.00 Allowable 3,000 psf Rebar Placed at = Edge Edge Center Center Center Soil Pressure Less Than A llowable Design Data 692 0 -1 000 0.000 0.000 ACI Factored @ Toe = 3,961 psf fb/FB+fa/Fa - 0.250 . . ACI Factored @ Heel = 0 PSf Total Force 0 Section Ibs= 1,367.0 2,954.0 2,954.0 0.0 0.0 Footing Shear @ Toe = 26.0 psi OK Moment.... ACtual k-ri = 3,614.2 10,003.6 10,003.6 0.0 0.0 Footing Shear @ Heel - 25.3 psi OK Momen[..... Allowabie ft-# = 14,453.7 14,453.7 7,944.8 0.0 0.0 Allowable = 93.1 psi Shear..... Actual psi = 12.7 27.4 41.0 0.0 0.0 Wall Sia6ility Ratios Chaar..... Allowable psi = 93.1 93.1 93.1 0.0 0.0 Overturnin9 = 222 OK Sliding = 1.53 OK Sliding Calcs (Vertical Component Used) Lateral Siiding Force = 2,144.0Ibs less 100% Passive Force= • 1,754.91bs less 100% FricNon Force 1,782.B Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 : 1 Stabiliry = 0.0 lbs OK ~Footini Desiqn Results Toe Heei Factored Pressure = 3,961 0 psf Mu' : Upward = 6,714 0 ft-# Mu' : Downward = 1,078 3,938 ft-# Mu: Design = 5,636 3,938ft-# Actual 1-Way Shear = 26.01 25.31 Dsi Allow 1-Way Shear = 93.71 93.11 psi Toe Reinforcing 5@ 10.00 in Heel Reinforcing 50 20.00 in Key Reinfarcing = None Spec'd Bar Develop ABOVE Ht. in = 21.36 Bar Lap/Hook BELOW Ht. in = 2136 WaIlWeight psf= 145.0 Rebar Depth 'd' in= 9.00 Masonry Data Pm P51 = Fs psi = Solid Grouting = Speciallnspection = Modular Ratio'd Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Concrete Data Pc psi= 3,000.0 FY psi= 60,000.0 0 0 0 0 No No No No 0.00 0.00 0.000 0.000 0.00 0.00 3,000.0 3,000.0 0.0 0.0 60,000.0 60,000.0 0.0 0.0 Othef AcCeptable Slxes & Spaclng s Toe: #4@ 13.75 in, k5@ 2125 in, #6@ 30.00 in, #70 41.00 in, #8@ 4825 in, k9@ 4 Heel: #40 12.50 in, #5@ 19.50 in, #60 27.50 in, #70 37.50 in, #80 48.25 in, #90 4 Key: Not req'd, Mu < S' Fr 12.00 21.36 0.00 0.00 21.36 9.59 0.00 0.00 145.0 145.0 0.0 0.0 9.00 6.00 0.00 0.00 T C Title : Dsgnr: 11 ~ escription: D CONSULTING ENGIN EERS 1700 BROADWAY. SUITE 800 DENVER,COLORADO 80290 SCO 0: P (303) 620-0098 e,s,.2.,3-J.,-,M.Wb32 Cantilevered Retaining Wall ( )19&199ENE2CnLG Description EXTERIOR SOUTH WALL Force Distance nnomenc Item Ibs k ft-# Heel Active Pressure = 2.153.5 3.03 6,523.9 Toe Actlve Pressure = -175.5 1.06 -1852 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load 166.0 8.67 1,438.7 Load @ Stem Above Soii = SeismicLOad = TOt21 = 2,144.0 O.T.M. = 7,777.3 Resisting/Overturning Ratio = 2•22 Vertical Loads used for Soil Pressure = 6,087.0 Ibs Verticai component of active pressure NOT used for soil pressure Job # Date: 3:57PM, 21 MAR 02 2 RESISTING..... Force Distance Moment Ibs ft ft-# Soil Over Heel 1.470.0 4.00 5,880.0 Sloped Soil Over Heel = Surcharge Over Heel = 250.0 4.00 1,000.0 Adjacent Footing Load = Axial Dead Load on Stem - 1,607.0 229 3,682.7 SoilOverToe = 420.0 1.00 420.0 Surcharge Over Toe _ Stem Weight(s) - 1,015.0 2.50 2,537.5 Earth @ Stem Transitions = Footing Weighi = 875.0 2.50 2.187.5 Key Weight _ 3.58 Vert. Component _ 305.8 5.00 1,529.0 Total = 5,942.8 Ibs R.M.= 17,2367 By: ~~~~1 rrojecc: JI Checked oy: 5ubject: Civil, 5tructural & T2nsPortation Engineering 5ince 1962 y ~ ~^Y CY a1 C) i3 ' ✓N,'.~ {'~'*,..........,...,.................M... . . . . ..~~e N 31 / ~ ~ 16 tb/~E t r`f, Cv, job No.: -2, ~oT Date: 3/ Date: Sheet No.: A'- '7 ps= I ~ ~ U is/ ~ ti,1 F+e ye, f pl, 4~,t~,.pw V f ~6.77~,2~~~7'~=llE'1~✓~t ~ ~ ,Tq 6,67K i V -G,67" ) t / y, t« \ s ~m ,7 rfioF f '1 r n 04 I ~ nh ~ ~t ~ ~ Denver Office 1700 Broadway, 5uite 800 Denver, Colorado 50290 (303) 620-0098 FAX (303) 620-9397 N L d ~I N O ~ ~ C7 a r ~ O N O a d a ol I~ I Cc U m 7 01 T Cf ~ C ~ c7 a Z E ~ ° o j U N ~ y N r Y UI N am 3w Z C N 'O Q 0 co C (6 p 0 N O ~ ~ s o - zo cn¢ o~ L O ~ N ~ O J N J 7 N W m ^ 00 U ~ N m OD m W ~ cl) Q ~ m W ~ cl) U) N , CO W N 0) N E ~ N N Q a 2 Q ~ O N N N a o CO L L N a o> ~ 7 c 0' ' -Zt co a m -o ~ o v d .D O c m- o U a~i ° oi 6 v~i ~ n 0 m o m M m m m m U 0 U ~ a a~~ m j m N y r a ~ ~ O_ ~ iT-" ~ y ll) ~ R ~ ~ N Ln N 11 II II il II II II II u n a~ L o~ r a~ ~ a m 0 3 N c3 U ~ a o ~ c = N O Q C O O co 9 N ~ ~ O 3 0 c m N n O LO N ~s = y a a `o O Q N 3 0 J a 3 E a I L I O O IM a N ~ ~ I O Q L LO ~ M U m ~ m T ~ C c7 a Z ~ N o N ~ U ~ N c 3 n V C J O ~ Q m X C Z ~ W a ¢ U. C O 3 in ZE O c a~ In ~ ~ N T Q Y L y cr 0 Z U Q w co E O ~ m J O c U) m 0 U y ~ J 7 N W ¢ 0 0 3 o ~ y R U ~ n o ~ c L N O n C ~ O ~ 'O ~ m c a 0 3 0 c y m a rn m Z r co M p) N ~ ~W ~ a ~ ~ m c~ N ~ W N m 7 N a r N N 0. M a O c' N N N ~ m ~ ~ ~ ~ ~ v N ~ c6 r, O O U N uJ Q tA ~ I- CY)~ CC Co m VN U VN o j j~ m rn j m N 1~ Y lUl d 1n tC) (O N ln N CO 11 II II II 11 ii a~ v a~ t o.~ r d 3 rn m tOW09 Wo Givll, 5tructural 8 Traneportation Engineering 5ince 1962 ID 7 Sa Ib1'Ft s:~~~. 17 1'ro~FtCC Ib~ft jrte..e• L I I 1 I I~ T 9 , ~ 6rF-;, K ~ ip,0 : dI e lR b w S' S t` Y~` ~ I ~7. 1 ir Profect: Lz Of )4•t /"ir,ott'l-af- o,JobNo.: f'G>I`7 Bv: Dau: '?/.t ;:rG Checked by: Date: I 5ubiect: Sheet Na: I b~"' ko= (C71b/pt) <3i')/ Z - /040 l6 .5hew~ ~S ~5~ l~a~~f~~ 31~} q.. z183 I bl1 7< ~ 3 1' I/ Iblrf 1 7~~ ~7 3~ 3~ Ib t- 701 i6 +°.3 Ib = 70 tb ioyB ,L ,,-IL t ~r 770 « C 7- L t, kq. rT ~ a v 'f S r 1 V f E/'f' LY Rp t 5_'Z K ~L + S, qK Stiow Denver Office 1700 6roadway, 5uite 800 Denver, Colorado 80290 (303) 620-0098 FAX (303) 620-9397 - toN 0 we Givil, 5tructu2l &?raneportation Engineering Since 1962 tf ~ Proiect: Cr. j ff^' wr JobNO.: N~21e7 n<'. 'y Bv: Date: 3/ / 7~o 2 Checked by: Date: _I Subiect: ~ Sheet No.: _I ( C= a U A i3 a L'T w~ T:J t S / ~ E ta 'vt+ ~4 L L- ~ T ; /4'1 - P~b t~~ I a<. ~-jr4•) _ L - y, l w(~r ~iF+c ~ Fy = k6 l~tf F = °.EG~4Si~rtS:. 3~.36 t<Ji b Jr 7 /-1 (i4•~iJ Kl~1_~"t)~r~fFC) d ~ Frf O,Y( ydt- ti ) ' ) 8.Et S; '4 7` s Gx: zg.S' s 14 : '~_f- t F. 8il ;P 5 r~nn l F/ 6 f<g u" f6 7 O,~"6f(=,~'l•Si~~ 23.76 /tfc "79 7e= C/~ 5' , . 3 „ • , F„= 8.8t a-:Vtw,a 7 0(, i I n-• ! Denver Office 1700 Broadway, 5uite 800 Denver, Colorado 80290 (303) 620-0098 FAX (303) 620-9397 , 5 IONDWO Civil. 5tructural & Transportation Engineering 5ince 1962 2, 14 r~.~7 v_ r, t. a Ir Praject: QC e r fe oj E- €r7~ r zr . I._. 8v: _ Date~, 3 ~ / 7 [h.nkvd FN~ ~ Date: _ ~ 5neet No,: ~i C s:~71, s4.w. 'J Iat N C ~ 0 Ca~, ; A 3~-5 -X K~~✓S~beJ~' D.YCflc~ 9.7 L tl-eee✓~. .2, 5~,U. :~t1 ~ ~ao ( r./ IN~r 1 d Co6'%. /3 n F'~~ 3 f ti a7 ~,'r ~.r..! ~f 3. 3 ~ "v E ~ • e ✓ 3.~Ik V , , o 17 8 5 p C 2 F. (j tia.-r-,~ !'a~. = 9L<, ff S) f~ - DT !{y) = 3,75 b a 1 t S = ! 't d<r~5 L1 lo o t f 1 - Z. 6. 7 Denver Office 1700 Broadway, 5uite 800 Denver, Colorado 80290 (303) 620-0098 FAX (303) 620-9397 1 A B D E F G H 1 x 9 10 1. 1 LEGEND I DUPLEX SINGLE POLE, TOGGLE I ~ i I j TT 2 3 5 r 0 _ F-()-i FLOURESCENT FIXTURE, A FOOT, 2 LAMP OJ JUNCTION 80x l % - CONDUIT, SURFACE )I - - • A I I I I i i w I I L[~ ~ i I S D CKT 117 r0 MCC i1s-5o22-S8A -sea i CONTINUED ON SHEET 92 f to n I j i 13 ~f II CUD CDDAV 1 i I i I I I i I I I i i I I I i I ' j I i i i I i i I i i i i 1 i I i NOTES: OI h" CRS (1112 RED, Is 12 WHT, 1112 GRN) Q " GRS (2112 RED, 1#12 WHT, 11t2 GRN) Q3 t" EMT (318 RED, 110 WHT, 110 GRN) O4 TO MIXING SKID CONTROL PANEL. CONSTRUCTION NOTES: D PROVIDE GRS CONDUIT INSIDE THE SPRAY EOVIPMENT ROOM. PROVIDE EMT CONDUIT ON HOMERUN, USE 'COMPRESSION FITTINGS ON EMT CONDUIT. ' tD REV CHG. CODE B/M DWG. C»IIE»i.1 Pop"Yimy 10-vi» \-AME DATE COORS BREWING COMPANY a OH,r»Iay1.1w., > a pa` s.r.,:j(a>v~r»Em:ra»ISSOeE °`.f 1t10j 1e1oi"11M 11 OWN J / CD 11/2/0' GHTING/OUTLETS LI 1. l! a»fN»n aN tlUl »I m TITL- . osmbyayon,atm,IA»C»rt oFsD,ID/RFCo 11 1710I ,82.5 ,L_,EH-{,R ,spFZA.Y. pf !or Gr»I. com"y 'l l laa•l. l a 1f C 5 d l i h Qi( - E MENT ROOM 7 W p g u . ,e nq » o .r l a Mn 1 »n goy»r. taa a»I.a »a Im -ti..>.1C..d11...1,A- APVD QU,I.1' - ELEQTR I QAL LAN P »I»oo➢;.a, .rv.ea.,.u P.I, la twl, 1,11 1. o USIO \ NC = S TOl : , , , _ SKEET v 7. r to».M uen• H Nni 1 m ' TH UNLESS OTlERW S Sr EC. FIRST FLO TITLE - Rff. DWGS. .1 1 Iw1,» i,...r )et[, W,n.q Coy. 111 t%y C3X Lie XX f1V Si / XFXT AOGEL6LY _ SCN.E°z' 1 1 L I 1 or . X%X 1 _O 1 J C» • J' X%XX A' 512E DWG NO REV > HIS DRAM C M FRACTION RAO1T . . . t MS: EB2566587 041 . dir. TO ANSI Y-14.5 AND TO 4 1 ~B2566587 DO S BREWING C STS DESIGN CONrRa , A I I ll N L, TAT jITEMI DRAWING NO I I.O- ill COORS PLANNED INDUSTRIAL DEVELOPMENT FILING NO.1 - - AMENDMENT NO, 7 PLANNED INDUSTRIAL DEUELOPirIEN T i i WHEAT RIDGE, COLORRADO INCLUDING APART OF TALMAR INDUSTRIAL PARK, FILING NO.1, APART OF THE N•W.1/4, S.E.1/4 AND A PART OF THE S.WA/4, N•E.1/4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. ,i._ III s PPI YEE C. 316} •ii:. '~r~....,.....•. 2 I a 1 PAS 7 PAG 0. k 2., si l fiH. PERIMETER FENCE I 1 PAS 'CYCLING } 4 E ➢ING 28) ~ T i PAS 3 2 PPE YCL Il~G KEY MAP scuff. r ,DO15 16 'mow D.D000O o.R000O P, F~ T N.GOEKEH R.GOEKEN ry n tt 00130106 p l 09/20/06 a s •7 o z ~ - w c z o Z a o o r o ? u _ 41 Im m NIa , N io Nz Io ut 3 iG m c I.. o ~u u 1 (J -1 K L DWG. ND.-DESCRIPTION LG STOCK N0. SHEcT_OF- BOOK =AGE_ RECEPTION NO. DATE OF RECORDING ,!I LEGEND '~'i• 13 WHA 7~1 LT .G `••F e«. PERIMETER FENCE METAL EDGING II ) / 1 Y 7 PAG I 5 PAG ~ •..f. :'I.'•' i • u ' - WOOD MULCH _ • I' _ WOOD MULCH METAL EGGIN; 2 WHA I COBBLE MULCH v'.:.' / III BOULDERS 1 WILLOW -94' CAL 1 T1 II I } tl'1 PRESERVE AND PROTECT 1KV • I• f h '~i I -SECURITY DURING SITE CONSTRUCTION. ..I I 6 I GALE 14 1 RFC .BOULDER ~I 2 PxS i~ •I L I III J. j 2 RFC 7 PAG 77 US I 3 PPI - L l SWADLEY i lI I WCA - - lll I ) G. 36) W HA - - - - - 7 PPr t WriA )-N C I WCA - - - - - ; I z PPI _ - ~ ; LANDSCAPE PLAN 'XJtE I'-IU-U 7FlclnIlQIIr SHADE TREES 1 L EVERGREEN TREES ORNAMENTAL TREES EXISTING /RELOCATED DECIDUOUS RELOCATED EVERGREENS DECIDUOUS SHRUBS GRASSES DRYLAND SEED ® COBBLE MULCH WOOD MULCH BOULDERS `J-11 EDGING ^2- PERIMETE FENCE S T REE T SCAPE REQUIRE-MEN T TABLE OF STREET FRONTAGE LANDSCAPE REQUIREMENTS FOR INDUSTRIAL n_lmr nol~cnrcc BUFFER DESCRIPTION/ LANDSCAPE REQ. TREES n REES LENGTH/ADJ. LAND USE REQUIRED PRONDED MILLER ROAD t SEE 26 26 USE: INDUSTRIAL-CDMM PER 30 LF. OF LENGTH: 7BO LF. STREET FRONTAGE FLANT COUNTS ARE ALL INCLUSIVE OF STREET TREES THAT NAY BEEN PROPOSED AHD INSTALLED DURING EARLIER SUBMITTALS TO THE O~iy OF ARVADA- THOSE TREES ARE REPRESENTED By ?lClG4kiC THE KEY NAME WTHIN A BOZ E: _I NOTE SEE DETAIL SHEET FOR PLANTING LECE14D AND COUNT cur IT vo 0 10 40 00 NORTH l( (,l IJI~tENEZ "Jeo~Orv Oao~p, LLD. T UUU. ~~~JJJ~,n nmoFl eaian NInNInMe nuva~Ca➢01N ~ i FiI ,JPh~,a eo%naessu F~ no.>na.asua S _i rl r~[il J III I 011 bnD I 2 3 d -I I GREY WOLF ARCTUTECTURE MD➢IEMIiE 11~.NNI11L IIItFlpgl O!9g1 GWS PROJECT NO. SHEET n (GWS SHEET NO. 1-1 .0) TCviurl~ u. ~wcl oAM uv- NAME .,oae v a'a5""v "HK 1 Miw mI„',a ~,t AP VD NSIO"IS IN G" e UNLESS 0TH' REF. DVJGS m -X% 005 i ~ xxxz .oaos 'HIS~ORAVAN"^i(h'F1 DfcLlc AN T c fN3602003 001.DWG TO ANSI Y-14-5 At,O 70 A. COORS C0. STA14DMOS DESIGN CONTROL I DATE UUU[- J CKLVVINV, ViVI NIV j DwG. RMBC-MILLER STREET -T- 11-11E REALIGNMENT I / I NGHES i0l t SHOE' ¢NOSF SPEC. TITLE LANDSCAPE PLAID FINISH 125/ NI-X-1 ASSEMBLY RADII SIZE OVIG. NC. REV.I 4R 4 FB3602007,-1 I I 1 ~ 1 1 1 ' 1 9 1 '1 MH 1 1 I i ! i ' I I i i ~~I I PLANT AND STONE LOCATION MAY NEED p TD BE ADJUSTED ON 517E TO AGCOMODATE LOCATION OF FLAGPOLE ~J ~ ~ ~ N TYP'-~. ~ yr ~ ~0 L ER F 0 5 TE G NSRUGTIO , ~ FLAGPOLE ~ r 12-FRG . r. ■ ~ ~ ~ ~ <F" MAPLE wo ~ w I a° c oxwooD " corroNwoo ~ u~ zo^ ;r 1 ~6" w141. ' ~-wHB / A UMINUM EbGER - T1~P. ~ L ' ~u 4-RU5! ; 4"WELL ' I - ~ ~ i5-~fSR t ~ ~ OM-SIT~GON5 TION TYP . :,t.-----~-BOULDERS . '=j b-RAB so~col~ o o~ K M LGH KEYED ` , r'~ INTO SLOPE rz" wt cLxuP ~~+t- i 2-SWC~ _ 1 _ - " b-PSG _ _ ~ . APA - _ 'N - f 4 II PoND = 7~J = _ I ~ ~ ~ } 1 1.. . - b-P5G _ I~ BGJ I ~ ~ az" wttLOw U ~ MULCH KEYED \ -RAB ~ - = - INTO-SLOPE TYP ~ . , ~ , - _ _ -BGJ= - - Q- ~ ~ SH OR _ AL~MINU DGER TY ANSPLANTED GREEN A _ _ ~ - 6-PSG - _MS 0 R SPECIES A5 AVAILABLE, 3 3-AN1L ~ r G00 NATE W/ COORS} - - ~ r~ ~ ~ ~'8-F ==~#=5W0 I-5W0 ~ - _ I-APA ~ r - _ 4 FRG 0 4-PSG ~ , _ ~J ~ , o ~ ~ 5MN _ ~ PSG j 7dC~yS -OLIVE - L , _ 2-APA % 2- L KEYED 12"-24" ALUMINUM' DGER TYP ~ ~ 5-1)K5R ~ ~J ~ ~ 2-ABM ROCK Ft-fiYP ~ ~ 1-APA ~-B~J ~ L.._. - f 3-M5R 2-RU5 ~ 3-5W0 ~ ~ , ( I- I I ~ ~ ~ ~ b-BGJ ~ q- - - ~ III :x 3-M5R ~ , , o ~ i i ~ `I-WHB r _ ~ ~ , . , _ ~E ~ 4 s - - .r - - ® - ~ l i i-AP1~ I°W -4'~R~S _ 7".. CKE-R'N ASX ~ _ Asx 3-E3GJ -M R , ~ ~ 4-RU5 - 3 5 ~ ; ' ~M 3-GB5 3-WHB 3-GB5 2 RU5 b-FRG vo GREEN asx e°cREEN asx 2-GB5 J T 157: L o ~ S o KEY QTY. COMMON NAME SIZE ITEM ~ AREA IN 5F. % OF 517E I, Botanical Name EVERGREEN TREES: EVERGREEN SHRUBS: --r--~.---- - DEGID000S TREES: GB5 8 COLORADO BLUE 5PRUGE b' HT. BGJ 70 BLUE CHIP JUNIPER ~ GNTR. TOTAL LOT AREA 111,2115F. 100% ABM 2 AUTUMN BLAZE MAPLE 2" BSB Picea pungens Junlperus horzontalis 'Blue Ghip' (WITHIN LIM1T5 OF LANDSCAPE GONSTRUGTION) Acer x freemanii 'Jeffersred' - - TOTAL 8 TOTAL '70 TOTAL PAVED AREA '11,'720 5F. b5.5% APA b AUTUMN PURPLE ASH 2" Bd B _ . . Fraxinus americans 'Autumn Purple' DECIDUOUS SHRUBS: TOTAL LANDSCAPED AREA 3Q,497 5F. 35.5% M5R 46 SCARLET MEIDLAND R05E #5 GNTR. PERRENIALS AND GRASSES: (ALL ELEMENTS OF LANDSCAPED AREA LIVING) WHB '7 WESTERN HAGKBERRY 2 B+EB Rosa 'Meikrotal' Gelds occ(dentalis SMN b MAY NIGHT SALVIA #i GNTR. 2" B8B RU5 30 R.U551AN SAGE #5 GNTR. 5aivia sylvestris x 'Mainacht' 5W0 8 SWAMP WHITE OAK Perovskia artiplicifolia icolor FR6 5q FEATHER REED GRASS #I GNTR. NOTE: Ib TREES PROTECTED 1 Gtuercus b I AML b AMERICAN LINDEN 2" BEB PSG 31 PAWNEE BUTTES SAND CHERRY #5 GNTR. Galamagrostis acutlflora 'Karl Foerster' Tillla americans Prunus besseyl Pawnee Buttes - TOTAL 65 _ RAs 13 RABBITBRUSH #5 GNTR. ~ 1 - 40 ASH 5 GREEN ASH RELOCATED Ghrysothamnus nauseosus TOTAL 29 TOTAL 120 r o O mow ~ ~ > s- ~ WQfl ~ N ~ ~ ~ ~ .a N r z Z W a_ d f tt l~ U Fr n Z W W i. Q d W = Q U U U Z W of N .~L xv . _ - - s. ;v t k, r 6 7 8 9 10 D ` i j i 1 i i i ~ i i i i i i i j 1 I I .rasaeeraarauaarara~aaaraaarrrasrrjarrrararrrl,raaarrrrrrl,raru.raa.rarrurrrarrs.r~ j 1 I I ( I I `P I I I I 1 1 1 1 1 `y~ •-s: '•s:.u ~ ( ~ }uru nips:. - I ~ ss*s:. .,uru I ,uru .n: ~ 1 1 ~ 1 n.n:'i: ' ni / 1 I I I ~ ° j j i i I j i ~ i i s''1 i 1 11/ 11/4 i 4 I j IQ Y 1 r. ~h I - .r j i i i 1 I ! i MECH ' 1/ 1/4 ~ 7-4 /2 7- ~ i ' i I ^ i a ~ i STORAGE i 122 i 2i1 - E r i"". I 123 I I i -+j°i I ~ 1 1 I+ 1 N I 1 I 1 1 j i r 1~ i 1 i I°j I I I I i i i I ' i i I I IO I! I I i s l i ~ A.F,F, _ j I I 10 + I-' I I 1 Lr ...I 1 i.p i i j C7 I W ~ I I ' j I°I I ~1^ I I 1 1 I ° , r+Il I I 1 i 1 1 I ! 1 I Kt/! ~ 1 ! I 1 I I I I -.II = I I I I 'I h1 j I I C j ~ j N I I j I b W I I i 1•=l I I I jcD j 1 I 1 1 I I I I 11 1 I ! '..j.O f Z i~ ~ ! 1 11 I \ 1 a 'r 1 I ~ I I I I I I Imo. I I ~ Iap j^ I I I I ~ j l i 1 ' x ~ j I I I I ~~b., I i~ i CIO i I l jl/ i/4 l 1/4 - 1 1/4 j j 4 1 I b r- ~ i _ j j l0 10 cu ' I ,.,i° I i ~ UG ; 1 SUFI I•• ~ 3~3 _9 5-5 1 b J. I ~ 1 i i...~~ ,.,1~, ~ I I Io loj ~ I ~ ! l23 i ~ i i i 1 o I I I I I _ X1`7 I t N I I I I~ I tQ ~ ~ 1 ~ ° 1 1 1 b , I I I .~i.-~ 3i9 t 1/4 t 1 I .raaaarrra.... ..ra.r rr.r,rra...a. l0-5 i ~ i ° 1OI 3'xt 1/4 ' MECH iEE j ° + 12-0 ° I 12-5! ° -1 ~ -0 -0 ! ° 11_6 I ° _ -7 ! ~ j i 3- ' j -.I _..I.. b 2 5 5 _ I ~I 8 0 1 3 1 I~. ~ i ~ ~ 3 3 0 0, a a, o !It`ll I i I I s I I 1 o+ I I t---1 I I N II I j I j l 1 I ~O ~ I I i !...I i•,l I I i j ~ i j I i i 1 i i I i ° x i i 4-Q I j 1 i i I i c o 0 i 1 I/4 1 !1/2 - 1 1/2 - t i t/'c - 1 1 1/4 ' i i 11 jl 1 1/4 1 i/4 ~ E,7 ~ ~ - 9-3 - 9 3 9, 3 9 3 - 4-b ~ 4-9 - 9-3j 9 3 - 9-3 1 _ 1 6-0 , 8-0 , b i j I0+ j 0 ~ xl I i i NI' 2 1/2 ' IB]VN 1 sul, I i i j 1 S k A.F.F.- !5 5 ~ MQZ ~ 1 I I a l i I i s ! .rrararrrrr'rrr •rraarraarrararaaarrraaarr::, ~raiar ~ ! ~ ! ~1 I 1 ~ ' M;~ ' ' 1! 1/ 1 1/4 i + I ~ I,r, i i ( i ! - 1__-__ - 1 1/4-- _ ----1 ?ll2 1 U2 - 1 1/2 1 1/c' - ~l2 - 1 1/2 - - ( - ' 4t4 10-10 1 10-10 - - - - - -L- I ( + 1 9 3 9 3 9-3 9- 4-6 4-9 - - - _ T i , , 3 , 10 1/ 6 ~ 1/ - 6 ~ l! ' _OI 6 0 , 53-0 I I I ~ I ~ I I j i 1 I i I I 1 ~ I i _.J._._._._._ a _ I-.-.-._. I 1 . I i ~ j ' i ~ I - ~ r. y~ + i ~ i I s f I j j i/ i 1 1 1 I I i 1 1/4 ~ ( i ! ! ~ ! ~ i ~ 141 10-101 10-10 3~ ~ j ! - 1 - 1 114 - 1 !1/2 - 1 1/2 - 1 1/2 11/2 - R/2 - 1 1/2 - 1 1/4 - .1 I -------l~A--- -rr --~t1-- - -$QI--- - 1 ~ -L--.ff''~~ - 1 - 4~1 1/~ i j - 9 3 - ~-3 ~T.~ 9-3 4-b , 4-9 !0 U ~ ~ 6_2 ~ o-c 1/ b-C 1i ~ - ~ -p ~ ~ 0 i 3-0 ; 1 I I ' I I I I 1 i ,I + I I 1 I I I 1 I I 1 ! m ! j j b i a n111 t~ ' oi! •!tb Q I i i ~'il i a p + Vii! i i ' j e ~ ' l STORES Y;i i I I ► I ~ r i i ; I i I i 1158 i 11I 11/4 ( if ' - 1 . 1/4 - 1 '1/'c - l 1/i? - 1 1/~ i 1/2 - ~ /2 - i 1/2 - i U4 - ( - __L-- ~ ' - -1-°° - - - - , 3 9 3 9.3 9 3 4-b X 4 9 l0 U 6-r' 1/ 6-2 1/ - 6-2 I/ -01 i i ' I I I ~ i i E,4 1 i I j I i I i I I I 1 b i i l i i I a I I I Nio j i 'Mi 1/2 ' i I ~ , ! I"` j i I s ' I ' i i i I i i ~ i! ~ i i ~ll ll4 ( ■ j i i I i i 4-+4 1 10 10-1t / V - _ _ 1 ! - 1 1 1/4 1 !1/2 1 1/2 - 1 1/~ 1 1/c' - 4/2 / ~I ' _ 1(}" - 11/4 - , 6 0 8-0 1 ~ _ I 1 + 9 3 9r3 9-3 - 4 6 4-9 - 10 U - 6-2 1/ 6-2 U- 6-i? 11 - I i i i j I i i li i i i I I i i i I I j j N' ~ a <vi° ' b~ i i ! i i --Ibi j a ,Q ( ; ViITUTY I j I i i nip j ~ ~ I ~ 1117 1 I I 4 ~ i Y i i I 1 ' I I I i i 1 /4 ' I 1 i I _ i ! 1 1 i/4 1 !1/c~ 1 1/'c - 1 1/2 t I/c~ - 7/2 / - _ - 4 10°1 1 10-10 - - - - - 1 1 2 l 1/4 - - ~ fi 0 8-0 T I - - - - - ~ _ _ _ I I i j - 9 3 - 9 3 9~'3 9 3 4-b 14-9 i0 1/ 6-c' b-C 1/ 6-2 1/ - ' i i j I ' ~ I 1 I I ~ t i I ! N I i b i i i 1 I a I P I Nlp1 I 1 i i ! ~ ! k A.F,F.= 15'-5' ti ! h i i i G.-._.-~ ; I = I 1 I ; i i i 41 I ~ I , i i i/ 1 1 • I - 1_____ - 1 i/4 - 1.1/c - 1 I/2 - 1 1/2 i 1/~ - - 1 1/2 - ! 1/4 i ( 1 !/4 _ _ _ _ -i41 10-101 ° j _ _ _ --i~------- - --4t}-- - ---g@-- - - - i j 9 3 9 3 9r3 9-3 4 b 4-9 - 10 t - 6-2 1- 6-2 it - 6-Z _ b O j S- i 10-10 ° 4~1 1/2 ~i - ~1 i ° j i i j ~I ° j i I I _ _ _ _ _ _ _ i _ i _..1._._._._._. - - - - P - - - T - - - - - j _ _ j i I I i U I I I ! 1 i j i i i I I j I 1 I I _ _ _ I _ - - _ _ 1 - 1 - I - -'1' '•1~ I 1 I I i i I ' I I i i i i ' I i { 1 i i i 8 ~ i { ~ _ 71~f1 I~' .y7n~r N SCAIEI 1/8 = 1-0' ~ ~~l';~Yf~ f'il; ~YC}tGfiiG~ ~ 11r;~°[I~,E,1~14iC:J i vj S {YW; ~~-rr ti ' 7aC0 ~~~pall~j HC!'~'~c~, i BiiQ~~-387 c J-_r i~Y CONTRACTOR: L. NOTi--Y-)AET 8, SON, 1NC. pRO.~CT: FIC1 I~~KY MOUhDT^lINI B~TTLII~ BY: W-VIEWED BY: DAVID EL CUWWCS 41 O1 F=C?X STREET ISAa S' ISAa STCIRES FRELOG.AYIOIV NEE:ET N CERT. 072522 10619 WES DET~VEFi, COLORADO D021 6 _ ARVA©A C 10619 WEST 50TH AVENUE ARVADA, COLORADO DATE: $-06-2002_ IDRAWING FP 1 OF 1 ~ - - . ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ . t _ . ~ , i~, ~ ~ ~ ~w s f t i ` ,f,,, { -;iu H ~ _ rc ~ . _ . f ~ ~ cr;~k. ~ a o- ~ ~ ~ k ,yk~ 9 ~~y ~ e ~ ~ PN P8' ~ i ~~a ~ a ~ _ _ 'k ' r e y A ~ - - - _ _ _ ~ L ffi. 4d t ! 4 V P 0 k8 p~{/ q$® J EAU) - ~ 9 Tom- c~ WLPW 96 P1} Wfrd+BiW 4m~(p+yJ ~/yy/y ;fir N6ie AX 3 - _ 03 90 ~1~ - ~ ~ ~..~.~....~....~..m ATTERY AI~C~ILATIN R f®L. PF 6.. W~1 .___e Q MENT ~ MAIN PANEL ______ew.._ _ P ROB T R I N _ _._r...___._.~ _w_. _ ~ ~PR4JEOT N ° _ _ UN#T UNIT TOTAL ~ VITAL QTY, MODEL . F, _ - _ _ -,SCRIPTION Supv, Alarm Su v. Alarm ~ 4 I - P S-a2 PULL STAT';~ r..___.______~.__.__ _ 4.a44a __4.44x0 4.4444 4.x444 4 M441 MF MONITOR M'~~~JLE ~ ~ Q.444~ a.40a6 4,4O4S , 4.444 3 2251 F SMOKE DEI ~~,'TpR PI~OTO 4.4a4~ x.4444 a.4aa9 4.a44a ~ ~214LPF ~ SM10KE ~A~~ 4.4444 4.4444 4.4444 4.440 4 MT--2474W F~QRN STR~_F. 75CD 4.4444 4.1334 4.x444 4.524 _ _ Total 0,4017 4.534 S~IPERVISOR`~ X 24 HOUR - _ S a.4~4a ALARM X 5 ~~1NUTES 4.444533 IOTA _ I L STANGY RE~IJIRED 4,455333 - ADDITIONAL POVafER REQUIRED FOR EXISTING SYSTEM 0.055333 AMPS ~ ~ ~ ~ ~ ~ ~ ~ ~-o ~ ~ c~a ~ w d~ Q.~ ~U ~ yVy ~ ~ ~ d FW-. ~ ~ ~ ~a° W g~ Q ~ ~ U w W I.a.1(~ ~ t~- ~Q jQ ~ ~tiJ ~N UT acn dry ~c~ wo SMOKE DETECTOR X X SMOKE DETECTOR -FACP X X X MANUAL PULL STATIONS X X X WATER FLOW SWITCH X X X Y SPRINKLER TAMPER SWITCH L 1 T X X DUCT DETECTORS AC UNITS X DEVICE ADDR eg SYMBOL E~wAR~S AC FAILURE CATALOG # L7E5~RIPTION ~ 1007 MON. MODULE PULL STATION BIDG #26 ~ CIRCUCC SHORT P MANUAL PULL STA110 X 1008 MON. MODULE PULL STATION BLDG #26 N M MSOtM~ MINI~MONITOR MODULE CCRCUIT OPEN X 1009 MON. MODULE PULL STATION BLDG #26 _ 1010 MON. MODULE PULL STATION BLDG 26 ~ ae 2251E/B210LPE LOW BATTERY # _ _ SMOKE DEtECTOR BASE X 903 SMOKE SMOKE DETECTOR BLDG 26~ ~ MT2475W 7 iiE 5cd HORN/STROBE DEVICE 904 SMOKE SMOKE DETECTOR BLDG #26 905 SMOKE SMOKE DETECTOR BLDG 26 NOTE i. ADDRESSES ARE NOT FINAL. FINAL ADDRESSES SNAIL BE D ® ETERMINED Y FIELD TECHNICIAN AFTER EXISTING FACP PROGRAM HAS BEEN t._ p DOWNI.OAf3Frl ANrs RFPRnCRe►e~n Tn IAiPt I IP1C flue Meru nnrrnrn P,r-r. 1 j . PHASE OF THE UPGRADE. 1 / existing Edwards System Technology IRC-3networkedLsystem.an iv s CONDUIT CHART N0. OF lX>wDUCTORS VOLTS WRE SiZE MANUFACTIRTER DIMENSIONS AREA 1 1TAS1ETt PAIR 300Y ~i4 AWG ATLAS 218-14-t-iiP .308 O.D. .0744 CEILING LINE two PAIR 300Y Ala AWG A1LAS 2i8-~a-~-stp ,220 as ,aoe 90LJD COIRikICTOR a00Y /14 AWO TIDE iHIM .0641 O.D. .003 8~ STRANDED CONDt~TOR 600V X14 AWO 11'PE 1HHN .073 O.D. .004 NOTES: i. ATLAS WgtE TYPES SIRTWM ABOVE ARE U.L LISiED A!C C,S.F.M. APPROVED AUDIO SUAL (s.F~, / nal-os7xTao). ~ ~ 2 CONDUT F61 SHALL ~ SaTD PER N.E.C., CHAPTER W PtiS. 70-bah, TABLE /4 (sEE aE1~OW'}. t 3. ALL WtldNO IS N BE POWER UMIIED dJSS 2 IN ACCORDANCE WI1H !L&C. ARTIq.E 7x0. i b 4, FAN AND DAPPER CON1R01. CEtf~T WRlMO WHERE 120VAC SHALL BE RUN RV SEPARATE "v ~ i CONDUT IN A{xORDANCE WIiN NEC. 7aD-~-A2. ' NOTE: MOUNT AUDIO STROBE / a VERiICAL CONDUIT SUPPORTS SHALL ~ PER N.EC. 340-12 AT TOFT. 61TERVALS ACCORDING TO LOWEST gpN so' DIMENSION. s. ul LABEtJNO SHALL 8E cIrEA~nx MARKm DN ALL cA~E. I 7. CONDUC7DRS Ni VER1kA RACEWAYS SHALL BE StlPPORtm, ONE CABt,E SUPPORT 9HAL1. I _ i I BE FRONDED AT TOP CF 1}iE VkRflCAL RACEWAY PLUS A SI~PORT FOR EACH 100FL ,~r n - - N1ER+lAIS AS SPEdFED M N.EC 30D-19(A~ i Q CONDUCTORS ARE NOT 1O BE SMALLER THAN N0.T0 FOR BINDLE CONbUCTOR, N0.1i FOR ~ - - Y iWD OR THREE CONDUCTOR, N0.22 FDRE FOUR OR FIVE CONDUCTOR, AND N0.24 C1OR FOR b CONDUCTOR MUL'11CONW CABLES. OR MOPE -•-MANUAL PULL 5TAnON MEZZANINE LEVEL f~IRT CALCLEAIE THE TOTAL AREA OF 7FIE NiRE BE11R16 RIM IN THE Cd6HNT FROM THE TA&E FACP ABOVE. d10OSE 1HE SD'E OF CONDUIT BASED ON 1F~ MA>OMUM FlLL 084E715klNl FR(MI THE TABLE BELOW 1HAT DOES NOT EJICEED 7NE TOTAL AAEA OF THE WINE. _ - C- ~ ~ - POWER fmNDUIT SazE MA>fBR1M flLL - ( I SUPPLY ~ ~ - I I 1/2~ .T2 SQUAIB: MCNI FLOOR LINE 3/4 .2T SQUARE INCH ~ L_ _ J ( ( _ ~ .34 SQUARE NNgi - _ I IRO I i-T/4 .6o SQUARE lads - _ r " -1 t-1 .82 SQUAAE INCH v - 2~ 1.34 SQUARE NICN - - I POWER L_ _ .J Fi0Ut1ES ARE BASED ON 4ox CONDUIT FlLL A!6) AID TAIQ:NN FROM N.E.0., q~P. 9, TAKE 4. _ _ I SUPPLY I POWER LNb1ED W6i6Ei RADMTl1CS EQUIPMENT ~ U.L APPR04ED AND as.F.M. LIST FOR POWER- - Lb1ITED INLStALLAnaN. LNTLESS oTHFRWTSE NDTEO ALL NiRINO AND IlSTALLA11oN METHDDS 4-75cd STROBES CIRCUIT S13 SHALL CONFORM TD N.EC. ARnq.E Tao PARtTw -POWER-UMIiED F6tE PROiECTIVE ~ ~ P ER 9NMilMJNIO gRCUITS. I ~ ( I SUPPLY I (4 HORNS) CIRCUIT H8 t__J i i FIRE PROTECTION CODES ~ ~ WIRE RUNS SHOULD BE BROKEN (AS SHOWN IN FOLLOWING I _ AlL WORK MALL CONFORM TO 1HE CURRENT EDITIONS OF NAnONAI, DIAGRAM) AT Au. rRMINAL coNr~EGnoNS To PROVIDE PROPER STATE AND LOCAL CODES, AND OTHER REGULATiNG AGENCIES WHICH ' j SUPERVSDN OF THE CIRCUITS. i I ~ ~ ~ ~ HAVE AUTHORITY OVER ANY P~tnONS OF THE WORK. ALL CONTRACTORS ~ - AND SUBCONTRACTORS PERFt~tMING GENERAL CONSTRUCTON, MECHANICAL, ELECTRICAL, PLUMBING OR RELATED WORK SHAH COMPLY VNTH APPLICABLE SECTIONS OF TIE IbDES THAT NAVE JURISDICTON. i I 1ST LEVEL i APPLICABLE CODES: 1997 UBC UNIFORM BUILDING CODE I 1997 UFC UNIFORM FlRE CODE MAXIMUM 1998 NEC NATONAL ELECTRICAL CODE ! s/IS° i"--- 1998 NFPA 72 FlRE ALARM SYSTEMS / I ~ ~ PREPARE WIRE AS SHOWN BASEMENT CLASSIFICATIONS: ~lPANCY giOUP; F RISER ,jam CONSTRUCnON TYPE: TYPE II SCALE: N.T.S. STORIES: 1 + MEZZANINE SPRINKLED: FULLY SPRINKLED .d4IE 1. ALL NEW COORS BREWING COMPANY HORN VOLTAGE DROP LOAD VS. DISTANCE iNDiCATiNG APPLIANCES CIRCUIT (3.4 VOLT DROP) CIRCUIT LOADING AND PARAMETERS NAC SCHEDULE /VOLTAGE DROP CALCUlAT10N LOAD MAXIMUM DISTANCE TO LAST APPLIANCE, IN FEET ALL INITIATING, INDICATING AND ~t;rlAl LINE (DATA) GRGUITS, VNTH THE EXCEPnON OF 70 21 16 MAXIMUM VOLTAGE DROP ESTI~ CURRENT 12 AWG 14 AWG 16 AWG 18 AWG VRMS AUDIO gRC411T5 ARE POWER LIMITED. WHEN INSTALLED AS POWER 11MITED WIRING M ~ T OUTPUT VOLTAGE = 20,4 FO CU TIONS ACCt~iDING TON pL GIRGUI ( R CAL LA ) CIRCUIT CIR ATRIAL ELECTRIC CODE ARnCLE 780, ALL CASE MUST CARRY A TYPE F ~ 0.1 A 10,625 6,538 4,250 2,615 DESIGNATION. CABLES INSTALLED IN ENVIRONMENTAL AIR PLENUM SPACES WITHOUT CONDUIT CIRCUIT DESCRIPTION TYPE LEA 4.2 A 4,250 2,615 1,700 1,046 MUST CARRY A TYPE 'FPIP DESIGNATIOON. CABLE5 INSTALLED IN RISER SHAFCS VNTHOUT 5 CONDUIT MUST CARRY THE TYPE "FPLR OR THE "fPLP DESIGNATON. TYPE "FPL" CABLE H1 WAREHOUSE & ADMINISTRATION NAC 325 0,50 A 2,125 1,308 850 523 MAY BE USED FOR GENERAL PURPOSE FlRE ALARM USE YATHa1T CONDUIT, WITH THE H2 AREA E NAC 528 0.75 A L406 865 563 346 EXCEPnON ~ RISER OR PLENUM APPLICAnoNS. H3 AREAS A&C NAC 275 1.0 A 1,062 654 425 262 WIRING MUST BE INSTALLED PER NATIONAL ELECTRIC CAE, ARnCLE 780, AND THE LOCAL H4 MAIN LEVEL HOT END NAC 410 2,Q A 521 327 213 131 AUTHORITY HAVING JURISDICTION. H5 MAIN LEVEL NAC 390 3.0 A 344 212 138 85 SHIELDED OR UNSHIELDED CABLE MAY BE USED AT THE DISCRETON OF THE SYSTEM DESIt;FIER. t CAIN SHOULD BE EXERgSED WHEN MIXING DATA TRAN~IISSiOM TELEPHONE AND AUDIO HG MAIN LEVEL NAC 465 3.5 A 303 186 121 75 gRCUITS IN THE SAME CONDUIT. HIGH LEVEL. AUDIO (70 VRMS) MUST BE RUN IN A H7 MEZZANINE EAST NAC 505 SEPARATE CONDUIT, (~NERAILY, SHIELDING IS RECOMMENDED IN AREAS WHERE ET.ECTRICAL H8 MOLD SHOP & BLDG 26 NAC 548 NOISE MAY CAUSE INTERFERENCE I.E. WIRE TRAYS, PLENUMS, RETROFITS OR UNDERGROUND INSTALLAnONS. I WHEN SHIELDED WIRE IS USED, SHIELDS SHOULD BE nE0 TOGETHER IN ,E1NCnON BOXES, AND INSULATED FROpH BUILDING GROUND. SHIELDS SHOULD BE GROUNDED ONLY AT THE 1 CONTROL PANEL GOOKS BREWING COMPANY STROBE VOLTAGE DROP NAC SCHEDULE /VOLTAGE DROP CALCULATION APPLIANCE QUANTITIES/CURRE 21 x MAXIMUM VOLTAGE DROP ESTIMATED EXISTING V 0 EXISTING V O EXISTI CIRCUIT OUTPUT VOLTAGE =24,0 FOR CALCULATIONS) CIRCUIT CIRCUIT 75cd 110cd 7 CIRCUIT DESCRIPTION TYPE LENGTH 0.088 0.800 0~ l S1 WAREHOUSE & ADMINISTRATION NAC 325 ft. 2 0 S2 AREA E NAC 528 ft. 6 0 S3 AREAS A&C NAC 275 ft. 10 0 S4 MAIN LEVEL HOT END NAC 410 ft. 8 0 S5 MAIN LEVEL NAC 390 ft. 8 0 S6 MAIN LEVEL NAC 465 ft. 6 0 i S7 MEZZANINE EAST NAC 505 ft. 10 0 SB BASEMENT NAC 510 ft. 13 0 S9 COLD END AREA A NAC 175 ft. O 2 S10 COLD END AREA B NAC 175 ft. O 2 S11 COLD END AREA CBcD NAC 175 ft. 0 2 S12 COLD END AREA C&D NAC 175 ft. 0 2 S13 MOLD SHOP & BLDG 26 NAC 548 ft. 0 0 A Hance METHOD USED TO CALCULATE PERCENT OF VOLTAGE DROP: 63 8 [(CIRCUIT LENGTH IN FEET X 2} (AMPS XOHMS/FOOT}] X 100 24.0 VOLTS ~ ~ Wire Resistance At ~ I 75 Degrees Celsius Ohm/1000 ft 11 ~ a 12GA = 1.93 NOTE: 14GA = 3.07 LUMP SUM METHOD WAS U! 16GA = 4.89 OF SAFETY, TAKING INTO CI 18GA = 7.77 ON THE SHOP DRAWINGS. WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOLID COPPER WIRE) LENGTH, CONTACT EST SERI ■ - _ - i r. ~ L. ~ .-Lt_....._,--1L.... -_!1~~___,~1...~.~~1__z-_11--._.il. -3_~ 1S_ _ iL 1~ ~ __;~i-~__~.,L - ~I - - - ~ - a ~ yl I - ~ 4pf?6M6 I DOkM~OA'i rhR I ~ I r r to , BUNK' fGATNO i L°_ I ~ ii i J~15~ER ~ i ~ fi I ~ I li I k I ~ ~ ~h~?IFE ~ ~ ~ !I SAtip 6LkS'ft s CN i I SAND ALA TING s~GesaPErv i I i _ ~ I i _ _ a ~ t i i ~~"4~ I 1 iiA ~ €3 I _ ~ I I I I I I i r ` _ ,I 1 I I 4 I I N ri cec - - fl _ ~ 14 i X13 S13 12 A,S { 115 JNGIF E~~~AERh ~ ~ q,S ~ - 15(E) ~ G~~~N~IN. 5 _ ~ _ _ _ H SrORA~ irs' I RING Si0@AGE ~ -I i i I 75 \ ~ 11 A,S ~ 75 q~S ~ i ~>S ~ I~ I 513-11 513 I ~ S13-S 1047 ~ i ~ MOLD SHOE' ~I H8-9 ~ _ H8-8 I Hs-10 ~ ~ 75 E MAINTENANCE ~ I ~ ~ iIG 'NELOER ~l 1 J O J I S13-13 i~ I ! T~Q~I~~~E pp -aV ~ I, -.--i HC7-11 I ___L _ ~ I ~s 11 EOLR I-,. I i REPAIP iAtilE i , _ REPAIR 7AFa,~ 'i ~ ,ti£CDINC I ~E~ 75 d ~ , r~~E - I i ~ 1 _ _j 1 - ~ i - i _ ! q,s i 0 D2O4 ~ i I ~ ~f ! j o203 ~ i, II m~ ; i ~ I 1 ~ ? M ~ I ? I~4 i I - ~ ~ NARGINR ~ ~ ~ ~ iii I ~ P~~«ER,~~ i li f i g ~NN ^AN' ~ POIliHER I i READY TAE'U f J C. ~ L_..._-. ~ ~ ~ 'I i N- i f--, ~ i . ~ _ _ - - h.o R - - - - - ~ SIN ~ ~ I I i I III _ - PING ~ i ~ - - r - ~ i S-- --i---rte I I' II. P,Gl11ER ~ ~ f,', - V < I i I ~ k- i . ~I i, ~ p ~ u ~`6 I ~ i z i I- _ I i I I 5~ - sna aim i s I ~ A S I 'r i ~ ~ MAINTENANCE Ou, 'EOE r I ~ ~ ~ 1 r-°-^ ~ ~ ~ ~ ( a} ~ ~ RIN - _ i I _ ,o~,i~a~ - - w. - _ \ t ~ ~ ~J ( - A _ _ ELECTitiC - i , Si3-6 ~ ! i l A I I 1 _ ~ -I ~ I ~ I I ( - i I ~ ~ ~ I , H8 fi ~ ~ i S13-1 1-2 I jR~NG ~ ~ ~ i ~~~5, ~ ~ ! f iRGGr~~ ~ ~ ~ HS-1 , 8 2 ( I I i ~ A,S ~ ~ ~ 8-4; ~ .75 2 i _ ~ _ -.J `4>7 ~ ~ i i P - - 75 ~ ~ 1 \ S ~ J__---- 75 E ~ ~ ~ i s~, G ~ ~ -nF.k ~ A { I / I n i `_ACE, ~ _ I I ~ I i 2A 2S - ~ ~ I e a l _ AS ~ ~ \ ~ BR~GEPG-r S13-5 ~ _ ~ E~~~~~ R~~~ 1010 ~ t ~9 A S H8-5 A5 I -5 - RI _ ASS r ~ 75 J BhVEPtRt i i l NR+flfMOYOt Si l I 1 - Rt6 ? ~ p1 7 ~ I ~I ~ ~M~~ I_ _ ~4!EMII1 ellI j ~MfRtls JI i - i, . _ ~ i E~ ~ ~ ~ I J i -I ~ ~ - ~ ~ - _ _ - I ~ .-._J - ~ ~ i Ffc~ I i I i I I IL-` d ~ - I ~5~en ~ ~~,t , S13-3 0202 i F 1 FROM I ~ RELOCATED Z EAST OFF1CE AREA i~ -,--I ~ E ii ~ bench i ~ beieh I rrer4banc+~ I ~ Nncfl ~ ~ ~ ~~I ! 1 1 ~i ~ ' ~ ~ 1 w L ~ a - ar _ ~ a ~ I w _ P - t _ r it t i, ~ ~ ~ ~ 1! it ~ ~ ~ L! U ~ ~ v ~ .-i ~ ~ ~ ~ I { 7 i I ~ i i i I ~ i 4,y~ ~l 6. ~ i ~i ~ ~I NORTN es t is SCALE: 1 8 =1 _p r  O ON LL I i f`~ L U ~>a: C V Z .~W aM &a ~ ~ ~ X144 U ~ , ~ ~ II I I r II rr ~ I !I .r I I II 1 „ I it 1 I II ' • s r I - r 1 ( , I i o , Q f i a ~ !I I ~ _ ~ _ ® a - e ■ ~ aR' s ~ _ I I I I ~ ~ M M a = I I I I ram„ h ' I ' ^ p N v ' ~ ~ 15'- a AFF 6 I7'-I~" AFF ^ ~ ti r ~ r, ITE DRAWING N0. RED U/M DWG. NO.-DESCRIPTION i I I I 14-0 I I I ! ~ .r ' I ' I ITYIN TEE1 I I a l I I I 2"N. r rr I N (fETA~ BASE ( a 18 2~ AFF ' I f 14'-11~" AFF ( I ' ' i1IN EE; 8'-9~' AFF 151-0" I_ a I I. " I I ti 3 - - . .-}._._._..~w_. ._._.__AFF' 15 tf~(._' 15 11~j. Af.F a p T" 6,.1 ~IN TEE 18! AFF I ~ i I I I ~ a =I i1 t r s, I I ~I YID Bpi - I ~ ~ ~ '~1 ~ ~ 23" H, 6iiARDRAII 1E v , f ~1 rl ~I -'I ~I ' 'r1 _ I I ~ _II p I I f 'I ( ` ' ' ' ( I 16'-ia ~ I I I I r,. I I I i I I ^I i ~,I ~,1 r I ! I I r.~ r a I I I 11 I t51. I 1 r r I 15 tt)Ij AFF _w, +a 111§ tFF I I _ r k II 1 ' 1 I I I it , ! ~r 1 ,r I 1 I I 1 1 = I r , i II i r i r, r ~ r L"! I I I I I I - I 2 H. 4E~~llta~: I xl R ~i , - - I ~ r I I H~re92 I i - rN , I ~ I 1 ~,I I - - - - - - - - - - - - - - ~I , ~I LL' r = ' _ ( r I H~f892 = r I I x ' ~I = , I I ~I sr r ' ,fie I I I ~ ~ I , D K. u ~I I~ .-I I a ~ 1 r _ t4 1ik~ k~f r 1 ~ , ,15 -9~ F ^I ^ ~ I 14"-iS "TIFF I I ' a I THIN iE; ' 2 -°--J--.®___ - ' ~ 5 -8~ AFF I I Ig~_ T1rIN TEE: ~I yy.,r r i - - Via.-ski AFF a'fi1/2" i _ i I Q r a l r e 1 ^ ~I I ~ ^ I _ I ^ 11 ~ a 46,♦, _ ~ r 1 N I tD I ~ r ~ s, ^ r I ^i I ~ . aF V , . I I I I I, ' I ~ f II - # I r I I 1 1 t r, ~ ~I I ~ I II I ! I 1 1 6 ~ I r , 1 I I I r I ~ I r „W I ~ r 1 ~ I I i II _b 1 tSl I , 1 , i I I 1 ' , a ~ it I I I 116 -OJT AFF ~ I 1 f ~ r , I ~ I 1 ~ ~ I I 1 ' ~ I p ~ i L~y~.. I 1 I Q 1 I ~ ~I ~I I o ~I _ i ~ , _ , - i ~ o , - 1 I I ~ , ~ , ~ t" ~ ~ II , I ~ - I _ I ^ I , , THIN ~ ~ , , TEE, - ~ I a r " ' I I a e_ a 1 15 3 AFF 15 11 AFF 15 11 AFF , , 8 2 AFF I " I - ° ~ _ T>rIN TEE: 18 -9? dFF 1 " _ ._.-.~o~..~~.®._.__ THIN TEE: 18 9I~ I ~'IN TEE: 18'- , 1 I I I i I 6'-0 H, 1I I 1 II a ' ~ 2" H' ~;Al BASE 48~ H, I el ~ ~ I 1 ' , I I ~IENT I I 1 „ i { I I ~ i i 1 4 r I I I i i ~ 1 J A 8 f6 t j r l 1 SCALE: " = tl- 1~ ~ 0 1 l f  , VWQ V'AFTIMIT101 m of Coors LjA t 1 MUUN ! A 1 p'aprietry tnftx~tl w - r t t,tio isW-t Fir r a ~ i~ l~ l~ l~ l~ l~ l~ i~ l~ l~ l~ ~ I~ I~ I~ I~ I~ I~ I~ i~ l I - - _ - _ 1 - - _ G N J K L ~ f - J ~I C----- N I I ITEM DRAWING N0. REQ~ U/M ` - - _ _ DWG. N0.-DESCRIPTION - I ITITITITITITI ~ I I ~IJ~~ l1 r-- - - - - - LC, STOCK N0. -FI-FI-I-I~I-FI-~-I-I I ~ ~ LI1.LLi11 I I I ~ ' ~ - _ L _l..l J ~ - _ -r I I ~ ~ I ~ I O -I I- 4 ~ 1 M I X - ~ - ~ ITtTtT'iTiTiTI~ I I I i - ~ I K _ _ -I-I+I+I+I+I+I-I I I i ~ -I I- la - - p i.li~..l_.L11.1~11u I ~ ( ( f- ~ ~ _ ~ ~ _ - ~ N r~ I I -i I- - _ l ~ _ _ - o - - ~ - ~ ) ~ _ _ _ I s[}- I I - _ I~ _ _ ~-r rT r-r r-r rr rr rr rr rr n ~ ~i - I I K FT i7 i-f 1-T FT TT I-1 I-- o J ~ ~I r L 1 ~ OFFICE U 1 D 118 _ - ~ I~ I~ I ~ I~ I~ I! I r l~ I r l~ l~ S~ LI I~ I~ I r l~ i~ I~ N L II -J ~ N I II ~ ~ I I } II AA L - --1 ~ D II I - - II I 2 D TO SOUTH JAMB OF . - - - _ ~7 (E) OPENIN 1 \ h . ~f I ~ ~ B I ~ B ~ ~ II I 1 I I i - - _ ~C _ t D ~ I I I ~ ~ ~ I F , ~ ~ ~ H ~ ~t L I r B 'ice I ~ ~ i ~ ~ II II ll i II r, II A~ I ' ~ DATA ~ ~ ~ ~ 114 t ~ ~ _ ~ / . ~ I I A ~ / t I ~ ~ ~ 2 _ 1 I r I II D f ~ _1=~__~_~ --~I ir'~ T - i t ~ ~ I / . II ~ r ~ ~ OFFICE 2 ~ / - II I1 Z ~ i i ~I. ~ 113 ~ i 0 II II II I i 1 _ ~ I ~ D / - I I I I i ~ / ~ - - - - - ~ B l(~~ ~ i - - - - I i ~ ~ - - i - - _ - - - i _ I .r~ ~ ~ MAIN TEN AN E M LD SH P DE MOLIT I NP AN 1 A0.2b ua°= ~~-0° north N O O N 1 ra . CU N C~ 1, G - -1- 1. GENERAL CONTRACTOR IS TO PROTECT ALL EXiSi1NG FINISHES TO REMAIN. _ EX(STING FINISHES TO REMAIN WHICH ARE - - - _ - _ AGED DUE TO DEMOLITION WORK OR NEW CONSTRUC110N SHALL BE REPAIRED OR 6. CLEAN ROUGH AREAS AND PATCH A REPLACED WITH SAME MATERIALS LL VOIDS WHICH EXIST AFTER EXISTING WALLS ARE REMOVED ~ AND CONSTRUCtION TO MATCH ADJACENT SURFACES. WALLS TO REMAIN. CLEAN AND PAT WHICH ABUTT EXISTING CH TO THE POINT OF ATTACHMENT. 11. ~ .,a.. 2. REPAIR OR REPLACE AlL CEILINGS, WALLS, AND FLOORS WHICH ARE ALL HOLES, VOIDS ETC. ;y LEFT E~ ~ 0SE0 OR DAMAGED DUE TO DEMOLITION THAT ARE PRESENT IN EXISTING WALLS OR FLOORS OR WORK. FINISH TO MATCH ADJACENT SURFACES SUITABLE TO ACCEPT NEW F ~'S ~ IS COMPLETE SHALL BE FILLED WIT CEILINGS TO REMAIN AFTER DEMOLITION ~ HES. H SUITABLE MATERIAL READY FOR NEW FINISHES. 3 i 3. REFERENCE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR 1 I ~ i R F ADf~i'IONAI BUILDING DEMOLITION INSTRUCTION . 8, ALL FIXTURES ETC. N E ERENCE CIViI DRAWINGS FOR ATE WORK DEMOLITION iNSTRUCi10NS. S OT BEING RELOCATED ARE TO ~ r BE SALVAGED & RETURNED TO OWNER IN WORKING E 4. INFlLL EXISTING WALLS AS INDICATED IN DRAWINGS WIIN M CONDITION. ~ SURFACES BE ~ ATERIALS AND C{ISIRUCTION TO MATCH EXISTING. ALIGN D• ALL UTILITY LINES TWEEN INFILL AND EXISTING CONSTRUC110N TO MATCH EXISTING FINISHED SU THAT WILL NOT BE REUSED ARE A a RFACES, TYPICAL TO BE CAPPED BELOW THE FL OOR, W/ IN THE WALL 0 5. FILL ALL VOIDS, CHIPS, OPENINGS, DEPRESSIONS, ETC, IN EXISTING FLO ~ ~ ~ CAVITY, AND OR ABOVE TH ~ ORS r.ia PROVIDE A SMOOTH LEVEL C / E CEILING IN A SURFACE TO MATCH ADJACENT SURFACES, SUITABLE FOR NEW FLOORING MA'~-~ ~ ~ ONSISTENT APPROPRIATE MANNER AS IT 13' A (i _RIALS AND NEW CON APPEARS. REFER ° STRUC110N. MEC TO IP H. & PLUMBING PLANS. I 10. ALL REMAINI 0 NG SURFACES W/ IN AREA OF DEMO I ° ARE TO BE REPAIRED & PREPARED FOR R ECEIVING 14. C r-, mo ~ ~ WORK & FINISHES. 1.., ' NEW w o o c~ D u > ~ Q o ~ r ~ WQ~ ~ ~ ~ ~ ~ ~ ~ ~ v L d fu W U ~ Gz7 Q ~ ~ t() vi DOWIng tympany without the prior 13UTTLE COMPANY written permission of room Brewing CHK 0 E- m ~c1 ~ M Company. This drawing and the C W U) U] information contained therein shall APVD not be copied, reproduced or used, in whole or in part for any pur- DIMENSIONS IN INCHES TOL Lt I U ewer unless Coors UNLESS OTHERWISE SPEC. TITLE DEMOLITION PLAN authorized in writing by Coo Coors . ~ O W -a CQ Ch Brewing Company. hts are xxx FINISH / NEXT ASSEMBLY SCALE N Cu hereby expressly Cocas Brewing mpany, XKXX ANGLES AS NOTED Sl- . OF O THIS DRAWING CONFORMS FRACTION RADII SIZE DWG.NO. a TO ANSI Y-14.5 AND TO REV. COORS BREWING SM< 11RSiGU rnarmnnr L~ 1 i - 1 o -a - - 1= •o b v, ~ r I RELOCATED SOILED UNIFORM BINS , i wig ~ .d. -rte -RELOCATED UNIFORM LOCKERS 0 ~e t ~a o _ - E7--- ~ ~ t ~ M t i 4 A4.1 5 - REMOVE PORTION OF r-.- REMOVE PORTION OF (E) PRE-CAST CONCRETE REMOVE PORTION OF - A7.2 I- (E) PRE-CAST CONCRETE EXISTING ROOF TEE FOR I NSTALLATION OF (E} PRE-CAST CONCRETE GU R I TEE FOR INSTALLA710N OF DRAIN TO REMAIN----, NEW DOOR AND FRAME TEE FOR INSTALLATION OF ~ ARD A L NEW D00 AND FRAME S -g 64 -8 ~ . - 1 RELOCATED LOCKERS FROM EXISTING MENS LOCKER R NEW DOOR AND FRAME ~ - - 001 ~ ~ „ 108 I I 8 -O O.C. ~ ~ iv - REMOVE EXIST. ~ 2 2 I TYP. CONC. STAIR 2 i , 0 ~ r - - - ~ ~ - 1_ ~:1 - 107 ~ 12 1 O6 ~ ' i - - 101 B ' i~ 3 ~ I ~ 5 - - - _ , 3 - ~i ~ 8'-7" 4'-O" - - - -WHEEL - _ RE: 5 - - a< a~ 4 1'-10" f 3 - - . f _ _ - _ . AND f _ ! 8 1 O g-3 - - - i UP ~ - - - - - _ U - - - - I I _ JANITO ~ - - ~ (E} DOOR, S AMEN S _ _ _ _ ! MENS 105 _ _ _ - AND FRAME' v ~ i T LOCKER ~ , _ I ~ _ _ _ LOCKE - I ~ , W4 F2 I ~ _ J, 107 106 _ - - - - . _ _ _ _ _ : ~ ' . _ j ~ r- ~ fi ~ t ~ - - _ ~ W4 - ' 4 ~ _ I 9 - W6 ~ -4 o ~ ~ ~ 3 -4 -I"" - - - cv - , , W2 - - - - - - - ~ ~ ~ ~ -F _ _ - - - 2 _ ~i rt- } i ~ 4 5 ~r - - - - - - - - - 1 W5 ~ ~ A4.1 0 ; ~ - ~ I - - _ - ~ - - - ~ _ . r - - - - --a - - - - - ° I - 5 _ _ _ _ _ _ - - - - - _ -tE} ~ s-_ _ - - - _ A4. ~I Q ~ ~ ~ ~ W5 58 W5 A A A A -DS AND i 3 -9 i DS A ! „ SPASH LOCK D , „ 5 1 /8 ~ ~ ~ SPAS BLOCK „ 11 - 1 /8 9 -10 1/2 1.8 -3 1/2 7 -11 6 -6 8 -0 45 - 5/8 6 -3 5 8 8 /2 » I / ~ - i - - - - --t---- - - - - - ~ 1-4 J O 0 6 0 4' 0~ 6' 0 4 0 16 7 3 4 6'-1 EXISTING - x---~ ~-----i 11'-0" 113'-O" N - 0 j 0 4 ~ 2 co A4.1 A4.1 ~ A6.2 0 1.1 0 ~ NEW LUNCH LOCKER R OOMS A1.1 I~a~, I~-o° north 3 D N L Q C ti a L +I O O i l.~ i Ql m L ti C W .-y Q / } ~ f0 m ~ W O O CV ~ ~ Q. Q ~ ~ ~ U wQ 0 ~ ~ 1 L U i Q .-r C1t / W / Z .n v mmrmation contained thereispshai APVD not. be co ied reproduced or used. 4- E Z z o - in whole pi in part, for an DIMENSIONS IN INCHES TOL SHEET pose whatsoever unless specifically UNLESS OTHERWISE SPEC. TITLE ENLARGES FLOOR FLAN authorized in writing by Coors , X$ FINISH ✓ NEAT ASSEMBLY SCALE w cli vi Brewing Company. All copyrights are a Y > hereby expressly reserved ty XXX AS NOTED SHT. 1 OF Coors Brewing Company. ~ RADII SIZE DWG.NO. REV. L_ ~1 o Ld Cat Ch THIS DRAWING CONFORMS FRACTION cy- N "0 ANSI Y-14,5 AND TO /Q N O COORS BREWING CO. STDS. DESIGN CONTROL ~ , ~ a N -T K L \ ~ t ~ - I ioi~i~~~i~i~i~i~i~i~irw~i~i~iri~i~i~i~i~i~i~i~iai~oii~i~iai~i~i r_ UP TO _ UP TO CONFERENCE \ i CO FERENCE i RO \ ROM ~ - _ , I ~ ~ ~ 1 - - i MEN :i r JAN. - - \ 1 - 127 j ~ FILL IN WALL _ ~ ! OFFICE O TO MATCH i - 12 - COMPUTER ROOM i 1 - ST ( 1- 120 ~ , ~ _ EXIST. ADJ. ~ ORAGE i _ _ 127p ~ ,i I ~ - _ 123 - ~ 1 , I / --I ~ i i EXTEND EXIST-~ _ I OFFICE / I__________________- CLG. TILE TO ~ _ ( ~ , - - - - - - i~ - ~ WOMEN 128 THIS AREA s ! U ( _ 126 OFFICE i i _ ' LEVEL FLOOR 119 _ _ _ _1 _ ~ - _ , ~ ~ FILL IN W EPOXY °J - ~ \ - TO MATC ~-=---J ~ i f ~ - ( - FILL IN WALE ~ ' ~ EXIST. A ~ ! i ~ __-_____-T= - TO MATCH ~ C I; - i 1 ~ 1__ 111D i EXIST. ADJ. ~ EXTEND EXIST. ~ ~ i ~ RELOCATED DOOR OFFICE - 3~_ „ CLG. TILE TO i ~ _ _ AND FRAME, COORD. 123 ~ RELOCATED DOOR ` j 2 THIS AREA W/ OVER i ' AND FRAME, COORD. ~ CORR. MECH. ~ 2 -6 - ~ W LEVEL FLOOR 1 /OWNER ~ ~ 125 ~ 122 ~ - _ ; . W/ .EPOXY _ _ _ i i OFFICE i - - 1 ° 0 7~------ c ~ 118 _ i I~ I~ i~ l~ l I l l i I~ I~ I~ I~ I~ I~ i I~ I~ I~ I~ I~ I - n / ~ i l - 1__ - - W3 1158 ~ o ~ I i_~~®i~ir~i i~ iii f ,,W= W3 , ' 10'-0° HIGH 'ra . HEAD ~ _CONSTRUCT WALL 4 a ! TO UNDERSIDE OF n I ' 1 ! EXISTING ROOF TEE 100-0 ~a Y LEG ABOVE ~ ~I STORAGE W3 FIN. FLR. 128 j i ~ - y I - I - - - - 1SA STORES i i ~\RELOCATE EXISTING , 115C ~ SERVI ~ ~I' i -10'-0" HIGH CE COUNTER ~ ~ TO ' (STORAGE) 1 A STORES ~ - Y HEAD iSA STORES O 1 1156 115A - ) STORAGE - - ! C' 1 . ' ~ UTILITY I W3 116 j i 1 i A5.1 ~ ~ i ! r , I ~ ! -ALIGN NEW WALL ~ - TO CENTERLINE ~ I 1 OF EXISSING ROOF ! ~ TEE LEG ABOVE i ~ ! ~ i 4 -r ~ ~ ~ DATA ! ~ I ( ~ ~ ! I ; ; 114 i I ~ i i ! FILL IN WALL `---s I TO MATCH EXIST. ADJ. -FILL IN WALL ~ 111C _ TO MATCH ! EXIST. ADJ. ! I 'I, c" I' ~ I ~ TILITY I _ 117 FILL IN WALL - 2 ~ T OFFICE i 0 MATCH I~ EXIST, ADJ. 113 ~ ! i I 1118 BEP Z--- _ _ _ _ - - ~ _ - E - - L~ I : ~ ~ ~ l ~ ~ ~ i ~ i ~ _ I I N O O CU RELOCATED--- t- ° DOWNSPOUT a q 4 0® _ , ~ - 14 i I I - - - , - -----t.. - - r 6'- " 0 5 ta~ ~ II i ~ i o - ' f~ ~ ~ - i i i - 10.9 11.2 : I t~; .~_f - _ m i a 3 ° - ..l - D ' I .C- --C--~~_ r - r~ N i 0 i - rn ~ p ~ c o-_ _ a o ~ MAINTEI 0 - . - d o~ p-_-. L co O- - - KEY PLAN W o- N ti Q ~ ~ ~ m o w o o cu r_ ~ o rn ~ ~ w Q o ~ c~ ~n m ~ ~ ~ m r U Q N O ~ W U W ~ Q ~ cu ~ information contained therm shall APVD 1 ~ O O Z not be copied, reproduced or used, / - in whole or in part, for any pur- DIMENSIONS IN INCHES TOL SHEET ENLARGED FLOOR PLAN Z CD pose whatsoever unless specifically UNLESS OTHERWISE SPEC. TITLE c W ~ Ul authorized in writing by Coors XX FINISH / NEXT ASSEMBLY SCALE Brewing Company. Ali copyrights are XKX AS NOTED SHT. ~ OF 1u T ~ hereby expressly reserved by Y ( U > N Cat m Coors Brewing Company. _ XXXX AADn S SIZE DWG.NO. THIS DRAWING CONFORMS FRACTION R REV CU TO ANSI Y-14.5 AND TO N COORS BREWING CO. SIDS. DESIGN CONTROL 1. 1 1 1 fl ~-1- ~ ~ f ~ ! ' ilk ~~I ~ I ~ ~ ~ , ~ ~ ~ ~ ~t®~. A\~ ~y~i®!®~ ~ _ . w ~ ~ s ~ ~ - s ~ _ ~ . - - - ..d... ~ _ , . i ~ ' ` ~ h - 'i ~ ! fir,, c.A,F ~ ~ !~.lrt _ `i=t`,'rt r +.Q~~~~~yyyp~, ~ . ...'4N^c ~$d~i. ,~i~l`•1~y~4 4 e :'i~U~'hi~•'. ~fd~+aiEk'8+ ~ 5r ^ M.+r/,f~:~~.~. ~ "M5 - I= i s ~x- ~ A~ _ _ u. w _ ~ ~ - ~ - ~ _ _ - a ~ _ - - p~ T- _ ~2~ dY® ORflADAY, UNtT ~ _ E - DENVER COLORADO 021 - ® TEL. 303 9~7~ ~ 4 ~ 4 FAX 303 9~Om0 ? - - _ ,r_~~ .N:~i.•.. y~ V h Pi COORS BREWING COMPANY L S Alarm Total ~ w Standby Tatal ~ ~ ~ ~ Module Dsscriptian Qty Currant Standby Gurrsnt Alarm ~ ~ ~ ~ ~ ~ - > ~ w v C Panel Equipment _ - ~ ao m ao ~ p u r.___.... - i i 0 0.000000 0.000000 i 0,000000 0.000000 v~ v ~ v ~ 0 O.OOODOO 0,000000 I 0.000000 0.000000 i w u_ ~ ~ ~ a^ ~ ~ . _ 0- 0.000000 0.000000 0.000000 0.000000 ~ ~ ~ ~ ~ - _ Totoi Stby 0,000 ~ Total Alarm fl.000 v ~ ~ ~ ~ ~ ~ ~ Peripheral Devices ~ - - ~ ~ ® v ~ cam c M500-MF 'MONITOR MODULE _ 5 0,0002000 ~ 0.0010000__. _ 0.0000000 ~ _ _0.0000000_: z _ v - v _ v - ~ w u M501-MFv---- MINI-MONITOR MODULE _ - _ 3 ..0,0002000_- _ 0.0006000 * 0.000®000 0,0000000 ; ~ ~ ~ ~ u" ~ in ~ v u~ v u _ MS-2 MANUAL PULL STATION - _ 3 0,0000000 ~ 0.0000000 0.2100000 0,6300000 - SMOKE DETECTOR 1451 SMOKE DETECTOR . ~ I 1 0.0000000 0.0000000 0.0000{100 0,0000000 _ DH100ACDC _ . DHt 00ACDC_ _ _ _ ~ II - 5 0.41500401 ~ 0,0754000 0 0700000 0,3500000 SMOKE DETECTOR FRCP _ .e__ 3( ~ )C RA400Z REMOTE TEST STATION _ ~ 5 0,0000100 i 0.0000500 1 0,0000900 0.0000500 ST-5 SAMPLING TUBS ._~---------~~__5_ _0^OOOOOt70 0,0000000_-- OOOf?0000 0,0000000__] MANUAL PULL STATIONS Tatai Stby ~ __0.077 Total Alarm . _0.980 - - . W CH 1, Current inoludsd with all IDG equipment, Total Standby Amps{____0.077___Tatal Alarm Amps--_ _-0,980 WATER FLOW S IT Standby Alarm Qty Current Current SPRINKLER TAMPER SWITCH j Pawer Far Devices ~ 0.077-_-- 0.980 j 0.077 Totals U,990 DUCT DETECTORS AC UNITS ~ X Addi#ianal Battery Capacity Required 10~ 0,008 0.098 Standby 7ims = ~24 Hrs 2.024 Standby Ah I I~ Alamo Time a 5 Mins. 0.090 Alarm Ah j Battery Supplied 2,113 Total Ah _ AC FAILURE ADDITIONAL 2.113 AMP HOURS ADDED TO THE EXISTING SYSTEM DlJE TO THE THE ADDITIONS LISTED ABOVE clRCUIT s~oRT CIRCUIT OPEN LOW BATTERY ~ COORS BREWING COMPANY -BPS Standby Total Alarm Total ~ Moduie Descri tian Qt Current Standb Current Alarm i I------------- p-._.---- _ --------Y --._.._._._y ~ ; Panel Equipment _ ~ ______FCPS _ BOOSTER PANEL 6.0 AMP - j __0.070000 0.070000 T 0190000 0.190000 r _ _ _ ! Total Stb 0.070 Total Alarm 0.190 _ Y._ EDWARDS - ~EPsripheral Devices _ .-~J' SYM801. DESCRIp' CATALOG # i 202-7A-T 15cd Strobe ~On~l_.__-__. 5 I 0.0000000 0.0000®00 --~~-._..0.3Q70000 0.5350000 757-3A-SS70 30cd S esker Strobe 0 5 i 0.0000000 0.0000000 X0.9070000 0.5350000 i BPS sP5-a 6 AMP PONI 757-8A-SS70 190od S esker Strobl _ ~ Oj 7 i 0,0000000 0.0000 000 0.2490000 1.6870000 MS-2 MANUAL PUI ~r Miscellaneous Peri hsral Dsvicss ~ P ..._._.._--______-.__._..r___.-_.__------- L.-_.__.__.___._P_._________- _ i Total Stby_ 0~000~~__Total Alarm 2J57 i M M501Mf MINI-MONITC 1. Current included with all IDC equipment, Total Standby Amps _ 0.070 Total Alarm Amps 2.947 ! DH100ACDC DUCT DETEC M 2 RA-4002 REMOTE TE5 Standby Alarm p ST-5 SAMPLING "f Qty Current Current Mf5O0Mf MONITOR M( Power For Devices OA70 _ 2.947 _ 9459 SMOKE DETE 0,070 Tatais 2.547 757-3A-S570 30cd SPEAR Additional Battery Capacity Required 10% 0.007 0.295 Standby Tuns = 24 Hrs 1,848 Standby Ah ~ 757-6A-S57O 110cd SPEp Alarm Trne = 5 Mins. 0,270 Rlarm Ah Batts Su lied 90,0 AH- ~---2,436 Total Ah ~15 242-7A-T 15cd VISUAL - - ry-Ph---------- - ~ V~►-_ - BY OTHERS FlRE/SMOKE  C"'{~ ate. c%`~ I I ~ i i~ ~ i Y k CONDUIT CHART No. OF CONDIkTdLS vT>I.TS seE MANUFACTURER DMEHSIONS AREA 1 iWLSTED PAR 300V X14 AWO ATUS 218-14-f-fTP .308 if.D. .0744 CEILING LINE TWISTED StRELDED PAR 30OV SIB AWT; ATUS 2f8-fe-f-sm .rta o.o. .aos ~ SOIL GONDUCTOR 60DY /14 AWTi TYPE THHN .064f OA. ,003 6" STRANDED COI~t,G10R 600V ~!4 AMTi TYPE 1FNR~L ,073 QD. 004 3 NOtES: F-ti 1. ATLAS WRE TYPES SHOWN A84VE AAE U.L LISIET) AND CS,F.M. APPROVED UAL ts,F.M. f TLa1-oo7~1001. AUDIO/VIS W ~ i x CONDUIT FRI.9HAL1 BE SZED PER N.E.C., DRAFTER S, POS. TO-688, TABLE ~4 t9EE BELOIM~. ~ I 3. ALL WRRLO iS TO ~ POWER LM81ED CLASS 2 IN ACCORDANCE WTN N.&C. ARTICLE 760. 4. FAN MID ONIPER CONTROL CRCLNT NRBNC WHEtiE f20VAC SHALL ~ RUN NV SEPARATE CONDINT N ACCORDANCE WITH N.EG 760-26-AZ NOTE: MOUNT AUDIO/STROBE g VERTICAL. COI~IAT sx+PDRts SHAD eE PER N.E.C, 34a-f2 AT faFr. rrTERVALS W ! ACCORDING TO LOWEST C' 3 gO" 80" DIMENSION, 6. U.L tABELR+o sHALL 8E CLEARLY MARKED oN ALL CABLE, 7, OONDUCTORS 6i VERTICAL RACEYlAYS SHALL ~ SUPPORTED. ONE CASE SUPPORT SHALL 3 BE PROV~ET1 AT TOP OF THE VERTICAL RACEWAY PLUS A SUPPORT FOR EACH 100FT, NTERVALS A8 SPEgflED IN N.EC 300-18tA~ yO 8. COl~IICIDRS ARE NOT TO ~ SMAUER THAN N0.16 FOR SNOLE CONDUCTOR, NO.fB FOR H ~ TWO DR THrIFE ODNDUCiDR, N0.22 FORE FOLK DR FIVE CONDUCTOR, AND N0.24 FOR 8 OR LTAAE CONDUCTOR NULTICOMIDUCTOR CABLES. -~-MANUAL PULL STATION SIT Flu CALCLX,ATE THE TOTAL AREA ~ TLE WIRE BETNG RLRi DL TFE L~UIT FROM THE TABLE ABOVE CHOdBE TI# SL7E OF COI~tAT BASED ON THE MAXMUM FRl ~EJlsK1N FROM ~ THE TABLE 1HAT DOES NOT EXCEED THE TOTAL AREA OF 1tIE fMRE WNOLN'i' SIZE MA>OMLNI FlLL 1/2• .12 80UARE RICH r--_._---- L' FLOOR LINE 3/4• ,2t sauARE INCH 1 .34 90UMiE 1L(#L 1-1/4• .60 SQUMLE 8K31 i-1 .82 90UARE Mlgi - - 2~ 1.34 SQUARE BJCH FiOURES ARE ON 40% CONOIRT fltl, AND ARE TAKEN FROM N.EC„ GLP. 9, TABLE 4. n , BASED ~ I -_j „ . - ~ { I ~ _ 7 I 1 nED POWER UM f ~ ~ ~ ~ " _ ~JIT I ~I RADIONICS EOUIPMEHT IS U.1.. APPROVED AND C.S.F.M. LET FOR POKER- li+6TED II~TAI,LATKJN. LNJIESS 4TtfR~ NOTED All WN81Ni AND 8L4TAt1A1~N METHODS ~ - SHALL CONF,~,1 TO N.E0. ARTICLE 760 PAR1O, - POKER-LIMITED FRE PROTECIiVE ~ ~ ~'---.-1- -r SI6'NAUNC CR1ppNTS ' _ ~ ~ ;l MEZZANINE LEVEL MEZZANINE LEVEL ni~ ~ ~ I: I; - - ; ..n i~ ' 'I r-- - , - FIRE PROTECTION CODES v.._ NOTE: ~ ! _ ~ ~ - r - ~ ~ j ' r ~,h' f ~j ~ --r--- _ dA= RUNS SHOULD B€ BROK N A N i~ r D ~ . AM} A~ ALL TERMPNAL CONNECTIONS TO PR(fVIDE PROPER in I I -I- - - , AU. WORK SHALL CONFORM TO THE CURRENT EDITIONS OF NATIONAL, STATE AND LOCAL CODES, AND 01HER REGULATING AGENgES WHICH s_ _RwsioN of rHS= aRCUirs L ; - ~ o ~ m o~z ~ - i E ~ z rc° zam GONTRACTORS ~ ~ ~ _ ~ - ~ NAVE AUTHORITY OVER ANY PORnONS OF THE WORK. ALL _ poi ~i aou, ww u$ W~~z AND SUBfX1NTRACTORS PERFORMING GENERAL GONSTRUCnoN, f LLz r-o°a 2~W zgZqU ZUtt ELECTRICA PLUMBING OR RELATED WORK SHALL COMPLY i~'rr~ ~ ~F E---- ~ MECHANICAL, 1, I WITH APPLICABLE SECnoNS OF THE CODS THAT HAVE ,AIRISDICnON. a;~ ~ ~ 1R~~I3E C - Vl QOw 30 ~~N ydj~ ZZ_ ~N i `W ~,'i w 0 W$ a r U=KU $N CZU O rN~ WK -15cd STROBES 7-110cd SPEAKER STROBES CIRCUIT St 2 ~ z Qo° ammap aWo i- U~ to ZU ~ L-' ( ~ ) POWER APPLICABLE CODES. SUPPLY s~Z` Q 1997 UBC uNIFORM BUILDING CODE (3-15cd STROBES, 5-30cd SPEAKER/STROBES) CIRCUIT S2 Q QUd QZ~m Z W 4, w~ Q F H - W ~~z O J ~ 1997 UFC UNIFORM FlRE CODE MAXIMUM - ♦ Z K S k V~ 0 W ~gz zw~ ~ ,r'' NAnONAI ELECTRICAL Goof 3/ts° 1996 NEC 1996 NFPA 72 FlRE ALARM SYSTEMS ~ II - ~ ~ -ADDED 1 MONITOR MODULE °N~ Z~~ Q q Fat DUCT DETECTOR ~m~ z~~ ~ ~ 3zc°~ Nz°w a~`~ O i; PREPARE WIRE AS SHOWN - i . i, P~'. ~ ~ ~ N a H ~~i - i- ~ ti li - ~ CLASSIFICATIONS: ~ 7 MONffO FANCY GROUP: F 1 SMOKE OCCU ~ I y i CONSTRUCTION TYPE: TYPE II 1ST LEUEL STORIES: 1 + MEZZANINE r SPRINKLED: FULLY SPRINKLED - r, =`r~'- LOAD VS, DISTANCE P ANt~S CIRCUIT 3.4 VOLT DROP CIRCUIT LOADING AND PARAMETERS INDICATING AP U ( ) LOAD MAXIMUM DISTANCE TO LAST APPLIANCE, IN FEET ALL INIilAT1NG, INDICAT"~PG AND SIGNAL LINE (DATA) CIRCUITS, WITH 1NE EXCEPnoN OF 70 - CURRENT 14 AWG 16 AWG 1a AWG VRMS AULNO CIRCUITS ~ayE POWER UNITED. WHEN INSTAU.ED AS POWER UNITED WRING " " 12 AWG ACCORDING TO NAnONb~ ELECTRIC CODE ARTICLE 760, AU. CABLE MUST CARRY A TYPE FPL ] 4 250 2 615 DE~GNAnON. GABLES I~~:aTALLED IN ENVIRONMENTAL AIR PLENUM SPACES WITHOUT CONDUIT BASEMENT 0.1 A 10,625 6,536 " I sNAF15 IMTNIXIT F' 4 250 2,615 1,700 1,046 MUST CARRY A TYPE LP DESI(i#IATION. CABLES INSTALLED N " " 0.25 A ~ CONDUIT MUST CARRY T~1E "FpLR" OR 1NE "FPLP DESIGNAnON. TYPE FPL CABLE 0,50 A 2,125 1,3(18 850 523 MAY BE USED FOR GE~RAL PURPOSE FlRE ALARM USE WITHOUT CONDUIT, WITH THE r~3 ~ EXCEPnoN RISER O~ PLENUM APPUCAnONS. 0.75 A 1,406 $65 1.0 A 1,062 654 425 262 WIRING MUST BE INSTOD PER NATONAL ELECTRIC CODE, ARnCLE 760, AND THE LOCAL 2.0 A 521 327 213 131 AUTHORITY HAVING JUF"",DICnON. _ 3.0 A 344 212 138 a5 SHIEU)ED OR UNSHIELO~ CABU: MAY ~ USED AT 1HE DISt~tEnON OF THE SYSTEM DESIGNEJi. 3.5 A 303 186 121 75 CARE SHOULD BE EXEF~SED WHEN MUQNG DATA 1RANSMISSION, TELEPHONE AND AUDIO CIRCUITS IN THE SAME ^AI~IDUIT. HIGH LEVEL AUDIO (70 VRMS) MUST 8E RUN IN A SEPARATE CONDUIT. GFJ!~RAU.Y, SHIELDING IS RECOMMENDED IN AREAS WHERE ELECTRICAL NOISE MAY CAUSE INTERFERENCE I.E. WIRE 1RAYS, PU?IUMS, RETROFlTS OR UNDERGROUND INSTAU.AnoNS. WHEN SFNELDED IMRE IS USED, SHIELDS SHOULD BE TIED TOGETHER IN ~1NC110N BOXES, AND INSULATED FROM ~JJILDING GROUND, SHIELDS SHOULD BE GROUNDED ONLY AT THE is CONTROL PANEL. i. 4f' - - . - ..yam COORS BREWING COMPANY NAC SCHEDULE /VOLTAGE DROP CALCULATION APPLIANCE QUANTITIES CURRENT DRAW f 20 ~ MAXIMUM VOLTAGE DROP ESTIMATED V 0 A V A V CIRCUIT OUTPUT VOLTAGE o 20.4 (FOR CALCULATIONS) CIRCUIT CIRCUIT 15cd 30cd 110cd CIRCUIT DESCRIPTION TYPE LJ:NGTH 0.107 0.107 0.241 J S1 MOLD SHOP STROBES NAC ~ 325 ft. 2 0 7 S2 LOCKER BREAK ROOM ~ NAC 528 ft 3 5 0 S3 SPARE NAC 0 ft, O O _ 0 it, I' S4 SPARE NAC 0 ft. 0 O 0 fiance Summa 5 5 7 METHOD USED TO CALCULATE PERCENT OF VOLTAGE DROP: [(CIRCUIT LENGTH EN FEET X 2) (AMPS XOHMS/FOOT') X 100 20.4 VOLTS.- Wire Resistance At Y 75 Degrees Celsius Ohm/1000 ft 12GA = 1,93 14GA = 3.07 16GA = 4.a9 r 1 aGA = 7.77 WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOLID COPPER WIRE) I I~ ~I NOTE; ~ 1 i ■ LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FOR A SMALL MARGIN OF SAFETY, TAKING INTO CONSIDERATION THE ACTUAL INSTALLED CIRCUIT ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS. IF THE ACTUAL CIRCUIT LENGTH IS GOING TO EXCEED THE MAXIMUM ALLOWABLE CIRCUIT I LENGTH, CONTACT EST SERVICE. ~Vi ON HOLD B ITE t i I ° __I I } I I I 1 I i I i I 10rr I 3~ d 1 I ~ r-;I- 1 135 ~ ~ p i ~ p/ =1 2 3 i r/. ~ ~ NI 12"0.I P, I ~ I / ~ ~ ~ -58; t 33 ~ ~ o al N~'~ I u i F--®----------------12D_IMP.---------------~------------------------- I 12' 4 I _ O~ 30 15 I 1 1 1 35 1 1 1 \a ~ I /rot I ~ / 1 al ° - a °r~ = pl I NI N ~I ~ I I i I a I I ,0 t. ■ a 1 I ~fl , I ~ 4. Ir. 1 -_Q I OM u? I i I {p ~ i E JQ,~' I ~~i i ~ I I I ~ j ~ ~ t I 1 1 I t t t I ~ i ' OhN 1 ^NI I _ M7 f f ~ t ~ 1 1 1 V I 12 T. I. P. -----------3. o-4 o I ' C 0 GR S I i I ' BLDG . 26 I I ; I I I i i I 's ,~~ti ~ ► 17 ~0 1 u i le ~2, I R qf~P le i I ~ I Q 1 I V~ T COORS 1 i I ~DG, 2~ i I I I I I 1 I I ~ I I ~ 1 I I ~ COORS ! ! BLDG. 28 I !f ' 12"D.I,P. ~--~-1----------------- I 1 I ~ i I I i A R RQ~IP 1 o f■i 0•~i®■0■~■i■~■~■~■-■-■v\~■ii•■i■®■ ■~/~i~li■■~■eii■ii-■ •ri■a■a■~■e■~■~■~■ ■~■O■~■~i~■~■~■~ii■~■~■~■i■!i®■~■~■~■~■~f~■r■S■i■~■~iii~i ■~■~■e■~■~■~■i■e■~■ ■ ■ r~■-■~■s■~■s■~■~s~■~r~ i l DIESEL W I- I ~UE~ ~F f Q3 0 1 1 i SCALE : i "=54' TH S I RA D WIN G S I i 1 f t ! B/M 0 ft 1 i 1 f ~ V I ILLER R F F- T  .v MINJ ii I'i.a Hwv to COORS BRF W I NG rn. unt._ DESIGN CONTROL , B ~ C D E I F G I E ITE 0 _I 1 1 1 1 1 1 1 ~ r---- - r ~ 1 10" r ~ - - ' i 135 i \ o ' 0 / _1 3 ' ' ~ \ ~ 12"D.I.P. 1 ~ I ----------o------------ `n ~ 1 'l ' \ N ~ ° 5' ' f~0~\ of 1 12"arI,P. ~ \ E--~------------------ - ---------------J------------------------- i = {2` a f o ~ 30 4 r 15 I f [ 35 k I E ~ 1 ~6ti 1 ~ / s F _ a u I al bti = ~1 ~T pl ~ e- e s N~ ~ ~1 ~ 1 I I 1 1 I I ,0 1 ' fl ~ ~ 1 ~ ~ i ~ d 1 - i ~ ~M~ I ~ 1 1 ~q ( -W i fit?,, 1 fj~ `p,, h' t 1 ~ I 1 t f ~ ~ %v f 1 1 ~i - Y I ' I I I 1 t i ~ 1 1 ~ I ~ 4 _ oh° t I ,l ! "(v`n `1 E I ~ ~ } N / 1 ~ I ~ i i I ~Y I r ~ 12°D_I.P-------------------------.--l~o 352' / ' coons T 1 1~ i ' BLDG . 26 I r E i ~ ,o E 1 Is ~Z~ I It .~0 I i " Q~ I 1 19 ~ 2 j-~~IVIP 18 R 1 I ! ' VIEW aDD I T 1 BOORS i I I 1 I t ~DG. 27 I E . ; 1 C I 1 1 E f 1 ~ 1 r T I 1 i ~ I c00RJ i 1 I ' B'_DG. 28 t I ' 12"D.I.P. t 1 r I 1 1 1 N P R RQ~1, D t ■ii iiiii■ii••i■i■ii•■iiiii•i■iii■i■i• ■i■•■i■iii•i■i■i■i■ ■•/iii■i■i■i■i•i■ ■i■~■ •i■i■i■i■i■i■i■•■i•i■i■i■i■•■i■i■i■i■i■i■iO•■i■i■i■i■i■i■ ••■i■ii ■iiii i•i•i■i■i ■iii■ ■ ■ ■ •i■i■i■•■i■i■i■i■•■i~ ! DIESEL W W O_ ( 1 IIIICI ' ~IJEL Q30 I i - - n ~~n 1 I 1 i SCALE,1 °=50' TH S RA I D W N I G IS ( 1 f 1 I 1 B/M I / I i I 1 I 1 I f ~ f I f / VILIIRR ~-7- nF- F- -T-  !COORS BREWING CO STDS._L_ DESIGN CONTROL ~ t ~ . B ~ C D I E i= G ~ f. ~ ~ 1 i i H K ITE i ITE DRAWING N0. TOTAL U/M DWG. N0.-DESCRIPTI-:N I.( ■~~~/~~~■i~i~~/~ ~~~~l~~~iW lll~~O~~e~~ii~0~ii~YiiY iii ■Si i~rii~~~~~e~~~~~~\~Yi~~00~aO ~~ei~■ ■~~rf~i~~S~Oi~~~~i~~~~~®/~~I~~~~i~Oi~~~/~~is~~i~~~~~iil~®ii~~~~i■ i~~~~~• i~~~~i~~~~~~■ 1/i♦■i/~/ice/~/~i~i~■ / / ■tit/~ii•i~■~i~/ii~i~■~/~/~■~/~■ii~•i•ii/~■i woommi ■ ii♦i~■tt■0i0~am 0 c DIESEL LJE J EUE~ << cr, V ~ ol STA, WO I ` ( M ~r 1 N 1a Y r 1• Y S 1 1 l s @ 1 ~ o 1 r 1 1 t ~3 1 t t 1 1 1 i I 1 ti i t~~ i ~ ~ ~ i ,._-1-~--- i I ~ f i r 4 ~ 1 2ir' - ~ i (~I ~ (I ~ o~ ~ I (~~r . l - F e~l I ~~I E SCALE.1 -50 E~) I I I ~I~ ~I) I 10 s i -6 i ,o -4 r a 'e :W 14" VIC TEE 4-7'-6" A.F,F, ~ C~t00VED FLANGES _XISTING fOzfO z4 TEEf G ~ I~ { i E ~ ~ - 10" FEBCO MODEL 825~D NEW 4" OUTLET TO o ~ REDUCED PRESSURE SUPPLY EXISTING I PR VENTER { BACKFLOW E WALL HYDRANT I I 12"x14" REDUCING s oI ~ ( FLANGED 94 DEG. ELL. o 0 r ~ I ~ o T s o _ _ s i L-- - - - - - a - - 0 5 ( I ~ f ~ ~ s ~ 8-14 "o ~ 0 8-i0 I PIPE STAND 0-4 I 1, ; 0-4 FLOOR SLAB - - a 10" FEBCO I~DEL $25YD ~ REDUCED PRESSURE F r I ~ AKF WP V TR ~ 10 B C LO RE EN E I 1-~, { I ~ 4_4 ~ NEW 4 SUPPLY t { I TO WALL HYDRANT ~ ~ NEW 14 VIC TEE i I w~ GROOVED FLANGES ' { I i 'sue ` L it ~~I I ~ E ~ I _e J 30 9 III / W TH DRA ~ IS WIN ~~_1~_0~~ SCALE; °=1'-0" a] t B/M DW F_ 'e hip s - i t l g ~ C D E I G H ~ ITE ITE DRAWING NO. TOTAL U/M DWG. N0.-DESCRIPTION I. REQ. - 41 40 I I I I I I QI 01 V I I ft 3 5 6 7 8 9 1 1 1 1 1 1 2 _ n „ ~ n 28'-0" 28'-0" i 28'-0" 28'-0" 2$'-0" 28'-0" I 28' 7 28 0 28 0 r 28 0 - ~ - - I ( I D 44 t I ~ 51 ~ ~ ~ ~ ~ 9 48 46 I I i { 1 f ! I 222 0 - a`~J I s" ! I - I a ~ I k ~ ( ~ ~ 120-0 ~ 4 G1 ~ 106-0 ~ 4) 4P, I I ~ 3-4 , l t I I I I I 1 I I o ~ ~ SEE RIS R ~ETIAL I. m, o E , I ~ M SHE T F -4 ( I I - I I I "'I_ I I I E R I I I~ I i I I I I 1 I I I I I I 1 , - ~ ~ , I - , I , I I I I I ~ I i I I I , ~ I,. , I f f I „q I I 1 to I I I I I 2 , i rA , i , M i i ~ i 1 { I~ 1 I I ! I ( ( I I t I i I I I I I I I I ( I I l 1- , ~ ~ I I I } I i I i I I I I I I I o ~ I , ~i f o I I ~ I I I ~ I I I I I I I , ( ~ I I { I ! I I I I I I I I I I - - ! I I I t I i ! I I I I I I , ~ ~ ~ ~ I, I p I I I I t o I I 1 ~I , I I I I ~ ~ ~ ~ ~ ~ IM I I I I I I 1- I I I I I I I I o ~ ~ I I { I { i I h I I I I _ , ~ I , fi f I I I I I ! I l ~ I II I I~ o I I I I ( I I I I i I I l I , I~ I I I I I sz ! I I I I I I ~ I kk s_ . ! p G I I I I I i ~ - I I I I ~ I ! I I I I I , ~ a , , ~ ~ ~ I, , ~w~----------+~--------------- ---------------L------------------------------------------~--- , ~ ~ ~o ~ ~ I ( ~ I I I ' I I I I I I'" 1 I ~ I I I -I- - - ( I ' I I I I I { I I I I f I ~ I I I I I G I I I I I I I ~ I r I~~ ~ ° j ( I I ~ I I I h I I I f I I I I I I I I k I I I I I 1 1 I , _ ~ ~ , I , f I f ( 5 I I I I I - ! 1 I I I , la I I ~ I I I I I ( I I I , I ~a~ , ~ ° I , I I I I I I I. I I { ! I I 6.. I I I I I I I I I I I I i I - t _ I i l I I I I I f I I o a ~ ~ , Imo, ~ I I I I I I~ ~ ~ ~ I 1 I ~ I I N I~ ~ i O I I I I I I I l i I ~ I I~ I , ~ , -I- - I j I I V I I I i I I I I a I I I~ I I I 1 f g a 120-0 ~ N I a, ~ I I , I I ~ I I I la I I I I I m E ~ I , ( ! I ~ I I I I~ I I f I ~ I - { I ~ ~ I { -I- - ~ I I I I t E ! I to ~ I t I I I I I I I I I M ~ ~ E t I ~ f I I I I I I I I , ~ , ~ , ~ 1. , I , T I I I _I_ I I I I I I € I I i I I , ~ ~ ~ - -------1---------------1---~-----------~---------------L---------------~------- ----I----------------I---------------~---------------~------------ -1-----------1-----------I o- - -q ~ - - 1 - ( fi~ i ! I I 3-0 ~ I J I I I ! I k M~ t r I I I I I I I t I I I r I _ _ , I. I I -I- ~ I I I I i I I I i I I I i I I i I I I Q I I i I I i I o ~ M~ ~ ~ ~ I 1 I_ ~ I~ ~ I I I I ~ I I I I I , i~ , I I I I I . r ~ I__ I i I I t I I _ ~ , ~ , i~ I I I , I 1 I I ( I I I I o ~ IQ i I ~ I I I t t I I I I MIM iuen~u~u~u~u~eu E~nseevee~n~u~u~ee~ un~ e~ea~n~u~u~oe~tiunne~n~uru~ee~ueeyu~u~n~ee~u~uou~neynesnou~n®eun~u■newu■niu~eeli'u~ee~ee~ee*u~u~n~n■ee~u.uree*emeueeaee®nvueeusee~u.n~n~ee~euu~eeou~euu®ee®ee®ee~eusep~~uu~eeauoee~eeeMeueeenoee.eeaep M M 1 SCALE; ~~~=1'-0" 1 1 I I THIS RA D WING IS I I B/M Q B C U E G H N ~ ~ K I - - - - - - I ITE LTEA_DRAWING NO. TOTAL U/M REQ. DWG- NO. -DESCR I P F I ON i I I I I I I I li ( I iau~uou~~~snauAU~uouou~~t~uveuu~u~~t ~ern~ouu~ni11p1A1■t~~11o11.uon~u~~e~u~~~Yl~~~tO11o~~~Iti11,•UO1ti1f~~/~If~ttil~.~wlli~/i11/ 1i~u~~uu~~~~u~u~u~n~u~u~u~q~usu~u~u~u~u~n~~,~~u~u~u~u~u~n~u~~uu~a~u~u~ ~~uqu*u~n~u~n~u~~~~u~u~u~u~u~~~ ■t=t■=tt=tmMt■mtt•ttttFttt~t■tiltt~t•~tt~tt~tt~■t~ti~ttitt~ttittttlt■~~t~tt~tt~ttttltt~tttAtt~it~ttm■tmttmtitrttmtt ttmttmttttlttmttmttmttmtt I I ! ( I I I ~ t>P~IzIaO_ ~ I I i ~ i I~ Its ~ i~ i~ I ~ ~ ~ I I I I f i I N 3 i ~ a- ~o-- -O- --0- -o f I I ~ ! I I ( II I I I ! ~ I I I I I ! I I I ! ~ I I I , ~ ~ _ I ( 11 I I I° ' ~ ! ! ! I I I I ~ I I I' 130 I l _g~ 138 11 144 14T ~ f I ~ I ~ ~ ~ i ~ ~ 1 ~ I ~ -~-t 2 -0- 2 2 1 ~ -o--1 ~ -0-1 ~ --o-- ~ ~ -Q I 1 I ' -p- -0-- -U---~- ~ rt 1 1 1 ~t ~t ~1 1 I I I ! ( I I I Ey{ E I I - - I , o- -o- -o ! -o- -o- - -o- - -o I I ~ I I I I ~ ~ ~ ~ , I I ( ( { I I ---------~----L--------------~------ ~-a----- ~---I-----------------I---------------~- ~ ----~---------~---1-1-----------~-----------f-- i ~ -I---------- 1 -----------1- - -1----------1 - 1 ! I 1 i~ ~ t_...~.._.._.._.,_.._.._. I 1 1 I 1 2 2 2 ~ i i 1 "''M 1 ~ I I ! I I 1 ~ 14 ~ ~ 2 ~ ~ ~ I 1 ~ ~ , I 131 65 - - ~ - - - ~ - - - - ~ -a- - - I ( ~ ~ 139 1q2 I45 i48 ~ E I k ~ If I ! I I ! ( i I ! 55 , I ! 0 5s j r' "'-•1 1aa lo-0-°x'10.0 5-~5-0 to-o-~ to-0 10-o t l I I ~ I I I f I I ! ( I ! j ' ~h 99 1 101 102 103 t04 I 1 1 I ~ I I ~ ~ 1 ~ I i ~ ► ~ 2 2 ~ 2 z ~ ~ 1 ~ 1 1L ~ I GY.cx~ATED AREA •2 ~ I I ~ I E I I I I I I ( i I E , ' ~ B-0 ~ 10-4 ~ i I ~-p ~-10-0 ~5-0 ~ 10= ~-10-0 ~ 10; 0 ~ 1 M o ~ ~ ' I I I i ! ( I I I I 9 ~ I ~ , 1 132 ss E~ I i I ~ ! I ! I I° 140 1 3 146 149 ; I E ~ i k f j I ~ ~ I - - -~~l- - - ~ 1 I , ~ 0 109 111 t i 1 tip ~ i t~ 11~ 1 1 ~ I I ~ I I I I 1 1 0- -4- --C)-~ -0- -.p__ -fl I ( ( I ! i I i I~ 2 2 2 2 1 1~ i l¢ I i ~ C I ( ~ E ~ - - -o-- _ - -a- -c~- - -o ~ I I I e ~ I I I I ~ itr6~ i~ I - i~ 10-'0 163 lao i ~ ~ t I ! ( E I f I I ~ I I 1, a I r.._.._.._.._,._.._..1 ~ I _ I I I I , ~ ~ GILGA.AtED AAEA I i I ! ( I I j °'~o o I I 1 I 1 1 1 1 1 1 I I i 1 I I I I I I~ ~ 1~ I>f 2~" 2 11 ' ~ 11 I u its „ I 11 I n7• i 11 t i 1 ~ ilk 1!~ i 2 ~ ~ , ~ ~ ~ ~ i I i - - ~ - - - - -----T' ` -mil -4J- ~ ~ ~ -~J _ ~Cl ~!~_A ~l~' ' ~ ~i -YJ-1 ~1- i e III- ~ i ~ ~ -ice ~ I E ~ ( ( I i ! f I 1 18 0 V V fa4 Ot0 4-0 ~ 0 0 I , I 15s ~ ~ I I I i ( I a ~ I I ~ II I I a~~ ~ i 2 ~_...1 v ( ° I I (I ,0 , 11 1 121 1 1 1 12 ~ ~ i ~ i t I i L i~ i!~ 11~ 2~2 2 2 1~ X14 I i I t I ilk i!~ - 2 2 2 a+ t3 - Tt I I k ! ( r 1~b I i~ 10 0 14 0 ~ 4 I ( I 3-~10-0 ~ ° - 4 °5 014- 59 ( ~ 4 - - - - - - - - 37-0 T ° - UP4za10~ ~ , 35- I I I , j i --°-°I®------°~°-------1---°-----1-°--°-- ~ ~ ~ II I I ( f f j j I I I I t i ~ NEN CONFECTION POINT I I i I i I i i~~ ~ I I I i~ I I I I~ I I I I II ~ fi l DN4z4-I I E I o - - i ~~b I 15' -5" 4-AFF i9 ~.__i-- 3 L__ ~ 4 so 4 ~ M 39-0- - - - -I I [ I I 'a j _ I - ----271-911 t-AFF ' I I ! I } X X j , fl I ~ ________~.~_____L_______________~ f I ! I i i i I o- - - -o- + -p- - -o-- -o- -a- -o- -o- -o I I f ' I t I I 1 g 50 so I ifi6 162 158 154 150 ~ 0 I I ' - - - - !I- - I -o--~-~-- ~ 15 -5" ~-AFF o- -a- -o- -a- -o-, -o- -o- -o ~ t ` i 'I X 70 m 4 j ~ , ! I - - - - '~o I ifii 1fi3 159 155 151 ~ r 1 I f I 1 ~ , , j a- - -p- - -I- -0- - -0-, -p- --f}- -0- -0- -0 I 1 I CAIgJIATEQ UREA i3 I ~ a ( I ' ' ~ I ~0 2 168 1fi4 1fi0 I i56 152 ~ ~ 2 i ' ~ ! I - -0-- - -C}- -t- - -0-- -I- -C}- ~ -0 I I I I I~o 3 i I 169 165 isi ~ 15] 153 rn i ( I I Ii 3 t) 1 1 ~ ~ ' 0-g„3 X9-3 ~4- -0 9-3 X4-6 4-9 ~~3 B-3~ b-~ i ~ I I I ~ M ' I° I I ~ ~w I r ' I 1 ~I~ I I ~ la I I o , I I~ I I~ I I ~ 1 ' I I I , I ~ I i I , I 1 a9 r } ! SCALE ; "=1' -0'• THIS RA ~ d WIN _ ! . SCALE . ~ ~~=1. _p.. ii B/M i t  nnmc, RRFWtmn rn crnc 1 QFSTGN cnlMni 1 I A ~ B C i D E F G H ~ ~ I A ~ I 1 ITE ITE DRAWING N0. TONAL U~M DWG. N0.-DESCRIRFION RLQ. 1 2 3 i I z I I - f ENE A~ N 5 I I I E I INSTALLATION PER THE 1999 N,F,P,A, X13. ( ALL EQUIPMENT TO BE EITHER U/L OR FM LISTED FOR FIRE SERVICES, I CONCRETE TEE CONSTRUCTION I JOB CHECK BUILDING FOR HIGH TEMPERATURE HEADS, f S - PAINTING OF PIPING IF REQUIRED, IS BY OTHERS. I ~ I ~ ~ I - - ~ - ~ ALL WIRING IS BY D H ° HILTI ANCHOR ~Ae EYE SOCKE I I I F° - ~ ~ THE PIPING TO BE USED ON THIS PROJECT CONFORMS TO THE 1999 EDITION OF N,F,P,A, X13, Ak X 1 1,2, 8c I ~ 1 Y I I , 1 ' 1 - - _ AlL NON-THREADED PIPE SHALL BE SCHEDULE 10 THINWALL BLACK STEEL PIPING, 0- - - - - - ~ - - 4- - NF MING TO ASTM A-135 WITH SHOP WELDED OUTLETS WASHER 23'-7" C ELEV. I 9 6 9 cb ~ ~ ~ ~ CO ~ 0 ° ~ I ROLL GROOVED ENDS AND "VICTAULIC' BRAND GROOVED FITTINGS. - 1 I - - --0~- i ALL TH ~ - ALL THREADED PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPING, - ~ A N [ LENGTH NO' _ - - WI1H BLACK STANDARD WEIGHT C ST IRON SCREWED FITTI GS. I -0PEN-OFF~TGE~-~-- - - - ~ - . i Ili ' 2p0 ~ OFFICE; i ' PIPE RING I - - - 9~ ~4"- I . ~ - - ~ ~r ~ i~ - - ~ I THE FTTINGS TO BE USED QN THIS PRO~CT WILL BE THE FQLIOWING: ~ A. .F. ~Q 9,_Q„ I I I A, BLACK CAST IRON SCREWED STANDARD WEIGHT, ' 1-5 0 ~ I TTIN ONF RMING TO ASTM A-536. I ~ I B. GROOVED FI GS C D - - - - - - - - - - SPRINKLER LINE - ~ ~ i - ~ 2~ ~ ~ - ~ ~ ( C, WELDED FITTINGS CONFORMING TQ N,F,P,A, X13, 1999 EDIIIQN, ~ I U---- Cr- _ - _ - - - - g_6 ; 9 5 ~ -t ~ ~ - 6 ~2 5 I I ~ w, ~ I PIPE HANGERS SHALL BE IN ACCORDANCE WITH THE 1999 EDITION OF N.F.P,A, X13, AND ARE LISTED BY ' ~ ~ UNDERWRITERS LABORATQRIES. HANGER SPAgNG WILL BE IN ACCORDANCE WITH N,F.P,A, X13, ~ - '2 I~' AS FOLLOWS; EYE ROD HANGER DE1 I $"x2" 4ECH TEE 1" THRU 4" PIPE as ROD, 6" FLOW SWITCH SCALE: NOW I ~ - WITH 2 z BUSHING 6 THRU S PIPE z OD. I - ~ i ~~--I - - - -OFFiCEI HYDRAULIC DE`~GN CRITERIA: ' 202 ' ~r CONCRETE DECK -j ' ~ - . - , „ 1 I LOCKERS AND LUNCHROOM AREA: i 4~ I DESIGN FOR LIGHT HAZARD OCCUPANCY :a . TY - . - _ - - _ (,10 GPM/SO,FT, FOR THE MOST REMOTE 1500 SOFT, AREA . L .a' I 1 7-6 M ~ NEW ADDITION AREA: 2-a ~ - , - ~ ~ a - I I ~ ~ ~FICE I ~ ~ ~ - DESIGN FOR ORDINARY HAZARD GROUP II OCCUPANCY JH ORORANCHQR 6" FEBCO DOUBLE CHECK ALL THREAD RO.43ACKFLOW PREVENTER ASS. LENGTH NOTED FEBCO #850 WITH TAMP. SW. (PIPE RING SPRINKLEI 11 FIRE~~EPT. CO ~ 12°6" FLG. REDUCER FICE ;OFF-ICE' ' TELEPH01~ 205 ~ - N 20 GPM/SO,FT, FOR THE MOST REMOTE 1500 SOFT, AREA , I I 204 203 I I I ~ ~ WATER SUPPLY INFORMATION _ i FLOW TEST PERFORMED, 2-1-2002 ®11:45 AM AK TREET i ( ( LOCATION; 5000 0 S 1 PSI 6x2 x2. sra>1c; Qo I t I I FIRE EPT _ _ ~ ~ _ ~ _ 2 ' 2 RESIDUAL; 90 PSI ~ ~ - J - - - - - - - ~ - - - FLOW, 1045 q'M - 10-0 6-0 t0 1 10 7-4' S- I I I ~ -DENOTES HYRAULIC CALCULATION NODE POINT, HILTI ANCHOR HANGER DETi I I f = SCALE: NONE ~ ~ INDICATES NEW PIPING I I ~ I - - - - ~ INDICATES EXISTING PIPING i ! ( 12" UNDERGROUND (WIDE MOUTH STYLE) JOIST i -•1--- TOP BEAM CLAMP STEEL STEEL SCALE ; = I ' -0" 36" OR ki ALL THREAD ROD LENGTH NOTED (00) I _ I SCALE ; ~ EXISTING RISER DETAIL I ' SCALE: fig" = 1'-0" (LOOKING WEST) PIPE RING j SPRINKLER ' I N I I I u I I tp I TYPICAL HANGER SCALE: NDNE i ~ I ~ ' a 6" x 2 ~ " MECH TEE ~ ~ I I ~ I , I 13-9 ~ I DN 2~ x 13-1 ~ ~B~= 37" I I ~ - r~~ - - --r-- - - - N - - - - _ ISTING ~ - - - _ , N ~ ~ ~ oai- - - K° - ~ - - ~ .ER DETAIL ~ ~ ~ ~ a - - ~ , - , I H T) E ~ ~ ' ~ ' i ~ ~ n , il, I~ n ~ .r ,I1 i i i; r ; i o ~ ~ I W! , I I , 1 „ IIS S EE ~ ~ ! i ! iii ! ! ~ ! ~ 1 1 ~1'y - ~ 1 8 , DEPT CONK, B ' -10 - - ~ ~ - Oil ..13~ ~ ~.I=I i _ , i I ~I ' I ~ ~ ~ i _ ~ ~ . WN ~IU - N - - - - _ --..r.. ~ - VDERGROUND ! ! N' ! WN ( ~ F i ~ ! ~ - ! ! 'i , ~ ii I ! ! ~ - , MEZZANINE OFFICE SYMBOL LEGEND i ~ ( i i _ r, ~ ! ! 'A.F,F = !9!-tO" ENTRY ! ! SY460L DESCRIPTION 1! ~ WiOME LOCKER ! i i' ! - - ~ ~ -=TOLi - - - i , - - - I g'i- ! OG ~ ! ~ ! „9~'-p.. ~ ~ I~~ it i i ! , i „ ~ , ~ ~ ~ ! W ~ m! ; ! ~ i- , ~ i i, E>dISTING OFFICE AREA I wN wM wN i - - ~ wcv-- -~,-~----~,t~ - ~ ~ it A READY SPRINKLERED EF ® CHRONE PENDENT SPRAY SPRINKLER 7¢" ORIFICE, 0 ! i ~r- ! 1 i 1 ! ! ~ ~ - 1§" NPS, E65' , K = 5.62 - - - 1 ICI , I ~ hi ( I I I N O EXISTING OUTLET g- H 3 b - 4 - - J,. ! !I yW ~ ~ ~ i, TOTAL SPRINKLERS THIS BUILDING #25 TOTAL SPRINKLERS ON JC ! ! i 13 ~ E -o ! _ I ! AIN ~ , - - - - ! ~ . L CH-ROOM ,f - ~ ! !I ~ , , I ! ~ i ~ ~ , Y ~ - 103 ! ! I A.F, - 9 - - - -Q. - , - - - ~ I 19- 0 I I~ I ~ 1 ~ h n ~ a A I ~~~o Ira coI I ip I ~ ~ ! I ~ ~Ij !I i 'WN_-~ ~ N..~ H - w°a O~c°v IpjA 0 , o . o WN p ~ WN ~ i ! I ,I U I i "i Y! 1 1 1 1'. ~ ! _ ~ , 9 7-10 3a -1 18 t--- i ~ _ 0 ~ - - 13=10 i o_....~.1.3~ i ' cp -I r7 N ! ! - - - ' SHOWER ~ ~i I ~ I A.F: = ,+10~~ - ~ - , ~ - , ~ , - I ~ I ; I ~I ! g I !g O ~o ~ ~ ' ~ ~ HOW ~ ~ n ~ ~ ! - - - ~ ~ - - - - - ~ ~-~fl--- ~-.,.-1t III .II It I , II I, i I II II I i II I 9 -Q 1 iI / ~ LUNCHROOM/ COREY WOLF LOCKER ROOM 43 ~ ~ ~ I I T T( i I.F. IL JP WALL f t ARCHITECTURE PLANNING BLAKE STREETSUITE 400 I KEY P L A 6 2601 -700 6& DENVER COLORADO 80205 ~ R P TH AR A A t" '-1 I I NOTE, ALL D O S IS E REA x0 0 303.292.9707 fox 303.282.4297 Or®ywoifstudiomoof,com ! II i ' 4 1)1? ~ ~ . 2~ GWS PROJECT NO. 01 -022 1.1 N SCALE ; = 4' -d"~ 5. 1 SHT# FP B/M  ~~.vu~~~ ui~~na~vu vu. a~llae~` ~ ~ i ~ ~ ~ ~ t_,~ ~ ~ i ~ A Q C D E F G N i ~ 1 ! ~ l I i IT I I I l i 1 ~ I I i I 4" I I ~ cow I 1 j 5-~ I I I l ( ~ ( k - ~tl~ lSt~.1l ~ - ~ - 0-10 ~ 1 I - l I wl4 ~ , i - i ---------------wi4 - I I I ~ ,_1 i I OFFICE i I -t I 1 COVERED OUTDOOR I REEZEWAY i /u H E wt4 ~ I 4 EC E _ ~ ----------141 A.F - 15 -iQ ~ ----j >T E I I ti I I 1 1 i I i ' I I 1 17-7 I •r = OFFICE I wt4 I j 119 ~ l I j ---------------------~-1 - _ - 1-i li I ~iIA,F,F, IF 119_ F~ 11 I II ~ II = u n II mop ~ I II I II II I II I 11 If 1 1 y~ 1 I off. I I I i 1 I I i I I I I ( I I I I I I I I III + I I 5 7_ 5_~ _ art It ~ 036 I}n I II II I II ~ II i li II i II II i I ' ii I II ~ n 1 II u 1 I, ~ II ~ ~ II I O W t N 1 II ~M I II I ^ I II I~.~ ~ II d1 (i I I i Otlr~l I ~I ~I II I II (i I ~I~' M II m ~ 1 ~f ~I I ~I u4~- II M I ash I fl~ I n ~ 1 I 11 II ,1~- II w++ ~ II il~ c fir' I I n wt- I t~ a ~ 7s 3+ I 1 I -61 i{ Iw I I 1 1 ~I il~~l I ~1 1~ ~ ,i lyt I I i - 1 ~ _ 1 ~ I 1 11 r 1 1 a ~F, 1s ~ I I C I n -1 it 1 0 1 1 - 1 _ 8-1 n 1 i i- 111 11- - 1 -g -6 1 - - I ao 4-1 I 1 106 I 1 I~ ~ E 1 8 56 ~ (YM ~M 1 - 1 I 3-g w~. ~ {C54 I 1 ~ w.- I 11-9 I I , 1 2 1-1 , UP 4x2-i l" o~ zG ,~0 1 c I I_ CNC I N I SA~,ID BLASTING I I HA Gz i- I i 0 (p !r l A oo~ i i ~ I t I{ 2A I I 1126 I I t 34) { i 1 ~ 4) i + I i i ! I g I 1 i I i Pp~~ I OFFICE i~ ~ I I HA HA 1 m ~/'I~, H 1 HA i i I n,l I I j t24 ~ t24) ~ I (24> m 1 t24 1 I ~ ` 118 l' I ~,I, i 1 ~ I 1k~ ' n l t in l M I ~ 1 n 1 I e~' ~ 1 yt I Ic M~~ I ~r ~ I 1 c , a o o ~M I ~ ~ ~ ~ c ~M I 6 I I ~ ~ ~ -6 I~w`" 1 i W~ Ii I' 1 w - i w'" I it I" , I ~ I ~i 1 I e r p p 4 ~ I y 1 I I l h,~~ ly 1L I i I I 1~- ~ I-------=--- ` ~-6 ' 9-5 1 14-9 15-3 1 4- - 1 15.6 2_ I , I I I I i I 1 -4 1 I I ~ W'D I 9 I I I 1 2- -1 , ~ ~o - r~o 1-10 1 1, 1126 , I I I ~ 1= I I I I I I HA G>;T 1- I to w;, J~ J HA~I`r i op~b I I ~ I t0 I N f I I I t 34) 1 IO,~ 1 i (34,) I I I II I_ I c ~ I I I N I+° HA 3-0 10-6 I t_ tl I I I ~ I o I 1 I I I F/F 1100' _0.. 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I I 1 11 W tt i I L 1 1 1 I 1 y I r I 1 I 11 1 ~t I 1 11 1~ I 1 ~i i 1 i n l ~ 1 , I 1/ 1 yt 1 1 1 I i , l o- l a ~ 'I 1 ,I 1 - , _ ~ 7-6 ~ 10-0 . ~-6 - ~-6 _ _ _ I i ~-o _ _ Q ~ ~ ~ _ ~ t ~ I 4-I 0 6 I ~ I I 1 5 1 1 5 6 2- I ! ~ -:-C - 9~10 6 i~-5 I 1 1 ~ I 1 ~ I I I ~ - 1-101 _ - - - = I oo, ii14 I 1 I~ I ~ I M D SHOP 1 i 1 0',~ Gz I- I I ~ (56) _ 1 ~ ~ TizG ~ ! ~ 0 8 0 10 - ~J V 1 A` i LD N i t ~ 1 ( HA ~ I I_ 0 t n n; ~ - , ~ I , ,6 MAINT NANCE I ( 1 t i I 1 i ~ l341 1 ~o o~ ~t3Wf + 111 o - T Ip~ ~ I~ w~ w~, I I I.- I ° I 1 ~ ly ELECTRICAL m ~ 4 1 J I i I 1 I I c n I n I I r~ 0 _ - I - NO A/S I ~ w~ I~ {YM 1 I I t t I ~M 1 I ~M I ~ ~ ~a 10 6 I ~ 1 I 1 ~ 5 152 ~M i53 ~ I ~ t W ( w~ 0-7' _ W~ 1 ' W 55 w~° i ii R'N 6 1 y 10 I 1 I i I 1 I 1 I 1 II 1 ~ I i~ ~ 1 1 I I ~ 11 1' 1 = A.F,F. 13 5 , 10-10 i -10 o I ~-1 11 10_~ ~ 1 . i - , , 7_6 1 10-0 13-6 - 1 4-6 5- ~ 1 -0 ~ I ~ 4 1~ 0 6 I I ~ 5-6 2- ~ ~so~= ~s„ _ N ,~i I~gg 1 i ~ I I I i ; I 1 i 2-6 1-101 IN ' o, 11'~-5"~'~CLG; I -4 I ~ ~ _ ~ ~ I ~ ~zG I I I I I a I 1 I HA G% 1-8 I I ~ ~o BLDG X26 i 8 - I .r~ V' f l ~ I i= I i N I I I I P- i +Z i- ii - m ~ I ~ ~ ~ ~ I t34) i n F/F 99 2 ~ I ,6 i I I i ~ ~ HIA o , ~ - ~ - ' I i 5 4 1 y ~ .--i..-. DATA t 3) 1 I 1 -f'- - - ~ _ T _ S I I F/F 1100' -0" N ~ I NA ~ a ~ a 4 ~ o - ~ . . I 1~ 1 1 ~ 1 i s i I w~ 1 114 n, ~ l ~ I I I I I 5s) k wr 1 ly 1=1 0-5 ~ r I I 1 I r I I 1 I I t„ ~ i w 1 (~M I I 1 I M ~ i- - - ~ ~M ~M ~ ~M I ~ , ' 3 0 10 6 9 6 l y ~ j l i 6 I w ~ 1 1 157 w ~ 158 rY M 159 - i 2 0 ~ N I l y~~ ~ 1 ' W ~ i 161 ~ W~ i I w l,, i 0 - - - T~ - .,a . 1 1 1 ~ , i I I 1 y2 11 1 I i ~ 1 1 I 1 1 1 1' 1 I f to 10-10 7-10 5 1 10 1 - 7-6 1 - 3-6 - i - - - I ~ I , 0 4_1 1 i ,0_6 i 0 0 1 , 4 6 5- i 10 1 5-6, 2- I r ~ , t A h-5 I i ~ i i I i o' - 11 I i a HA - -4 _ I ° - i i i i _ + - I I G (4) - i - _ I ~ 1 81(3 )~1 ~ ~zG ~ 4 lD I ! I I ~ 1 tp I N i ' 1 I ~ 1 0 o H ' ~ 00'6 I i ~ _ i ~ ~ - ~ i ~ 1 + I I C? 1 s I I o 1 OFFICE t) ~ =1 I I 1 I I i ~ ~ ~ A.F.F. 18 O1~ 1 ~ I 113 ~ M I I I , ~ I W ~~p' i I I ~ c i_ I n I~ . rn ~ ~ rn F F ~ I63 ~ 164 ~M 165 1 ~ ~ 18 0.~ ly ~ I 1 w~ 11 w~ ~ w~ Is7 ~ wv , t w 1 1 ( I I -6 1 I 1 ~ 1 1 I 1~ I1 l~ i 1 I I _ m r ~B - I 1 ~fi I 10-10 = 7-10 _ 1 1 I `0 - _ 7-6 - 10-0 3-6 - i - - 5- 1 - - E H4 I ~ ( 4-) ~rl I '°~i 1 I 10 6 I I o I i ( I 1 5 6 2- 13 } 1 _ 1, I~ „ w~,~I I II I I I )I I I 11 1 2_ ~_lal III I I 1 ,~I I ~ I , ~n I~ h uy f I I I I I 1 I 1 I ~ I G>< i I ~I~~ IzG II ^'~1 II ,I a II I 11 1. 11 III ~ 11 a Ii I 11 I it 1-81 11 - I+--- ~i II ~~i II I I II ~ I_ 11 ~ I _ If i I I'I I 1 II I 1 I it - ~ - II II i. I I II II I II ( II ~i - i _ ~i _ _J I1 ~ k----------- O l I U ~ ' I I I CALCULATED AREA #4 i ~ / I I 1 AUX[LARY DRAIN j I 1 DOWN 1 x1~-3 TO 1 GLOBE VALVE ~ 1 AUXILARY DRAIN I (AT 5` -0`1 AF'F } TO 1 "x1 1' R R j DOWN 1x12-3 TO 1 GLOBE VALVE I I ! i EDUCE I , _ „ i, „ l DOWN 1 ~~x0-6 TO 1 I T, VA. (AT 5 0 AFF ! TO 11x1 REDUCE ~ I l DOWN 11~ 0-6 TO i 1~ 1.. T • VA. ' I I ~ 2x 2 I - I j I I I l I l I i ~ I ~ i ~ I ~ YE SMET HILTI ANCHOR tE I 1 I I i 1 t icy" BOL ' T +1 MASHER l I I v s O ~ ~ i \ ~ " L HREAD ROD NGTH NDtED ER ® ~ o L ® o PIPE RING LINE - - - - - - - - - - - - - - - N SCALE : 7~" = 1 ' -0" EYE ROD HANGER DETAIL. SCALE; NONE B/M CONCRETE DECK a a a, a a OR X11 JH (OANCCHOR ALL THREAD ROLENGTH NOTED ELECTRICAL PIPE RING NO q/S SPRINKLER PIPEir F  . .J~QQE~ -BREW N . v DESIGN CONTROL 4 ! B ~ C D E I F ~ G H N ' T iTE 6 7 g 9 ~a I I ~i i I I ! ~ , D ~ I I i I i I I ~ ~ , I j ! C I I I I . I I l I I f ~ I ' I C I i \ -I-------~-------------------------_----~ - I I I l 1 I I ' I I I I ~ I i ~ , , ~1 I t I l tr r~ ~ ~ I STORAGE ~ I I ( I ! ~ ^~I 123 I t` M N ~ ~ t) i I ( { E I I I r~ o , ~ O o I I I r i ~ Ir I ~ I ~ ! I i' ~ I I I rlo I ~ , I I i t I ~ I I I I I I I I i oI I a ~ t cp} -I ' ~ ~ ' ' I ~ I I t~) I I I I I I N I ~ ~ , I I, ~ I I t I I ~ I- 1 1 I ~ I I h t~ I f i I ~ ~ ~tECH o IT I I r l I~ I I I ! 122 I I~ r. I i I ~ 1 Ir ~ , I I o ( - ro r I I t, I I I la I I ( I I I p~ I^ r ) ~ I - 1~ I rLuG oF~I4~ r I I~ E I o o i ( r o I .23 . , I r , ( ~ ~ t17 I r ~ ~ , o I Ir rl I I I I I ~I ~I r M 1 ~ ~ , I 1 I ~ ~ . I t t t)-, I.-. ~ H t ~ m 1Y t - I I I~ I ~N 2- r ~a I _ ~ I 7-6 ~ ~ r I I r. ~ ~ I ' 1 rIN N r( i i 1 r N ~ 14-5 t 0 1- 0 1 0 6-7 2 5 0 5--0 2 0 0 0 r. r. ~I ~ I I I N I rl 3-3 0-101 ~N~ ~ N~ Nj I t PUIG ~ ~ ~ ' ~ I I ~-o ~ I_ I~ I ~ - - I" ~r I I I I I r. ~ I M o i ~ ~I I I I I I Y ~ -1 1- 1 I lY i~ 1k~ i 1ST ik) ice- _ 1 _ _ i I 1 q - . _ . - t --,t , _ ~ ~ - - - - - - 6-0 - 4 4 93 93 ~ 80 9-3 9-3 9fi3 9 3 6 9 9 31 ~-p I I i ' I NIA' I REMOVE PIPIN IN RACKS N ' ! A i a ~ ~ ~ AND ADD 2 "CAP I 1 ~ I t I ..3......... I I I 5-~ M I (------r-- ~vM N I i E I I I , 1 1 Y 1 1~- 1~ 1 Y~ - 1 - 1 i t" i i I , I _ - - ~ - 6-0 - _ ~ - - 80 ~ 46 49 62 62 - 93 93 10 ~ I 93 93 ( 'Z-0 ~ I I I ~ I I ! I I I I -------~---------I----- - - 1 ' I I ~ f J. r ~ ! I ~ I f i ~ 1Y 1 i~ 1!~ i~ 1 1 1Y 1 t 1 1 1_ I I - - ~ ~ _ ~ 60 I 80 ~ 4 4 9 6- 6 2 6 2 ~-0 I 9-3 9-3 9 3 9 3 6 10 2 ~ ~ , t ' ~ ~ I I t I I I ~ I I ~ YI ~ i I I I I I ~ ' o ~ ~ I i I I I I I ~ bSA STORES ' ~ ' ~ 115B I i I ~ I i l i, ~ ~ , ,.I 1 ~ i I 1 1 1 1 1 1Y 1 t , 1Y 1~ ~ ~2 ~2 4_ _ - -t~'- --t1~ _ I I - 4 4 62 62 62 I I 93 93 9~3 93 6 9 -10 ~ ~ , ~ _ ~ 1 ! I I E. 4 - E I ~I ~ ~ ~ I I I I I E I o ~ ~ I I ~ I I i ! I ~ ~ I i I I I ~ i ~ i~ i t~ 1 1 1 ~ I I ~ 1Y _ _ I I i lY 1 _1 _ 1~ ik~ i, _ 1 q_ 1 '~_p 6 0 8 0 , - - - - - - - --I• - ~i _ ~ _ _ I i _ _ 46 4 62 62 62 9-3 -3 9 3 9 3 9 f 0 Y2 ~ , 9 f ~ I I I 1. I I I I N~ i ( o I UIITLITY I I I I ~ I ~ S~rrea` ~ ~ ~ >>7 N ~ I I I I I ~ I ct~a,E t a I I I ( 1 I r 1 P tWT~ i i ' ( - ~ . ~ 1 1 i 1 1 1 1 60 I 80 ~ i r ~ 1 1 Y 1 _ ~ _ ~ ~ _ 4_ '~-p 0 ExtsrtN I - ~ - 46 4 ~ 62 62 62 9-3 9-3 9 3 9 3 9 10 Yt ~ I I ~ t) EX[ST1N I VC E ANCHOR EYE SOCKET ' ' I I EXISTIN - X i BOLT i I _ _ NP I I o ( ~ ExtsT1N WASHER I I I N ~ ~ ~ ~ ~ ~ I, I I I ~ I I I G I 1 i. ~ . 3~~g ALL THREAD I ~ ~ 1 1 1 1 1Y I - - 6.0 8_ _ ~ - - LENGTH NOTED E - 46 49 62 2 62 - 93 93 9fi3 93 10 6 YZ l i I I ~ I ~ ~i I ~ i I I I I I ~ ~ I I------------ - - ?IPE RING I i I i- I I ~ SPRINKLER LINE --w.'-------- - - - - - - - - - - - } I I I I I I ~ j I I I I i ! I I i' i" EYE ROD HANGER DETAI i~ SCALE; NONE i~ g ----f CONCRETE DECK •e a .e."a4 . fL. •e .n: n.. n:.°. SCALE ; " = i . _0 " OR HILT'I 0 ANCHOR ALL 7',READ ROD LENG7- NOTED HA (00) PPE RING SPRINKLER PII I B/M HILTI ANCHOR HANGER DETAIL SCALE: melt ~11 oz V1 TOP BEAa CLAMP STEEL BAR (WIDE MOLClI STYLE) JOIST OR STEEL BEAN tL it ih. ~14 ALL THR AD ROD 1 LENGTH fIOTED (00) y. ICOORSNBREWING.~OANDSTDSS.I DESIGN CONTROL , 1 , A B C D E F G H kA u i E I I G H i f I I I f I I I I I ~ I ~ ~ I I I ~ I I I ! I ! I I I I I I I I I I I ~ 490+0" ' FORE WESTT 2 I I Q HEW 47,000 CFM ! ELEVATION ( WALL VENTILATOR a_ I I ~ TYPICAL 3 RACES I I _ PARAPET WALL 2,1------------ - - - - - - - - l 11 SAIRS I____________~---_-_-_-___ a__-____________________ I ( EXPANSION JOINT 4 - - - 3 i 1 o rt-l I ® ! fAP ED OPENING I I ~PPLATE ~ SMOK~ VENTS-TYP I E {-------------f-------------}--------- N _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N I I I (_-_-_...___-__I I I I UTILITY LINE I FORK LIFT AISLE o I I 1 I ~ I I I I I F - - - - - y_ Q SEE SHEET 2 FOR I I I ( I ( I 4 INSTALLATION DETAILS I - - - - - - - - - - - ! I ! ® L~ H a- --o--------- I `t I I I I I HOODED VENr I I I ~ I~ I I 5 _ ROUND CAPPED OPENI I - - - L _ - I o 4 Q Q 4 Q Q 4 Q Q Q 4 Q SEE SHEET 2 FOR SOUTH ELEVATION 61 71 u A B C D E ROOF PLAN SCALE: 11 • 201-011 K SEE SHEET FOR AIpiTH ' ELEVATION i L 12 13 a NEW 2'-0` X B-0- LOUVERS / TYPICAL 18 PLACES a a a I I SEE SAEEt.3I \ FOR SEE EAST ELEVATION REV CHG. CODE D/M DWG. tnliknnN Neprlelosp iolarkun NAME DATE COORS B - tut N1nIq intluks wlianllei l uor NOfplsnnenoralwrl erNgtnp .Nk nN OeNR. SMILEY 10/3/01 OwG. BU LLQ il f>d ihl mNOik i.. wan OESR. SMILEY 10/3/01 TIRE N CnpnN rl Inerf Ik prkr I CHK lln ptnNtfn N 4rn N1nlq i ,M M,I LLEf aptp. I in txloiw w Ikn1lll. 1 -11 ll Itwt dPND V T I kf k qIN, nplkxN e1 nN, I aN . l t DIMENSIONS IN INCHES -TOL* SHEET REF, DWGS. FB3 608003 o o. . p, , ar oop nr- X01 wamnn nku okmlooffi MLESS OTHERWISE SPE . C. ROOF PLAN TIRE grim l• ni", b, coon bnlq CnWq. Alf tgNflpnk an k, k m XY FINISH / XX v , NEXT ASSEMBLY q ry rearne oy u G tn bnfq C-1 XXXX ANGLES _ 511E DWG AW TO ANSI Y-11,5 AND TO FRACTION 4 . 4 RDII DESIGN CONIRCL 'r~~ u G H I ! N4 15 6 COMPANY GERM ARR i, ,3,6, $__EHQU,SE, 'Up,GgAp 7 E SHT. .1 OF 3 A-N REV 2f 31 A B C D E G H J K L 0 0 0 0 0 0 0 0 0 I I I I I I I I I 1 1 I I I I I ! I ~ I I ( 490' 0., I I ( 1 I I I I I I I ( I 1 I I I I I I 1 1 I ! I I I I I I I I 1 I I I I I I f I I I 1 PLATFORM Y6YTILATION I I I I I I I I I 1 2 I I I I (I4) 2'-0 " A B'-0" I I LOUVERS I I ( O O I i I I~ I I I F11-1 ; o ; o o ; o a ❑ a ~ o ❑ ❑oa ; o ❑ a ❑ a o ~ El 13 EAST ELEVATION SCALE: I" : 20'_0" 4~ H4 ❑ ❑ I 4 4 ❑ I Q I ❑ I Q I I I ( I I I I (4) 21_0. x 81.01 I I I LOUVERS I I 5 I I I I I I I I I c J I I ~ I I I I I I ( O I I I 1 I I I I ~ I I I I I I~ I I I t I I I I I I I I I NORTH ELEVATION SCALE: 1" • 201-01 6 6 Rev e+c. CODE eiu owc. 1T" 1M~HW n !!1 -1f. NASE DATE COORS BREWING COMPANY qS 81 :4A, Cl , We W I-e i. CNIpI NItlll nYll rnmR. SMILEY 10/2/01 DIG. BUILDING GENERAL ARR ~a0 - II tliitl tMIIM„ pt WII NI « IWg .1, DESK, sMILEr loivol TITLE 636-BUILDING.36 wy C "i. e'NI,gNWl.nrla,&1 III„ a1NIN 17 c-, E!„i C MILLER ST WAREHOUSE , a lest u wtM «a I„ iWlrt 7 . i llp tpl«NI INI,i, WII AWD U G VENTILATION NI k IMIN, ,pplN„ a W- WII « a I,n N I« I "1i DIMENSIONS IN INCHE S TOL 3 T SHEE EAST AND NORTH ELEVATION = u REF. OMGS. , WIIN,p Nlaf„ Iralry „II« Ita „ „illyy CNn f tlNilptt «t &niy tpNrt. ll -UNLESS OTHERWISE INISH EC. ~ TITLE NEXT ASSEIBI.Y SCALE OF 1 II.2Q' 9HT.?, , , c - .i.1 . Na, I W1, Y7 W. fWCT[ON POIIS Slff DIO.N .7 EV. O TO ANSI Y-14.5 AND TO DESIGN CDMIR0. 4 4 ATI A B C D E F G H J K ~vATta+.ao r B C D E _ F G H J K L 0 0 0 0 0 0 0 0 0 I I I I I ~ ~ I I I I ~ 1 I j I i I I , I 490' 1 O" I I I I I i I I ~ ~ I I I I I I 1 1 INSTALL FAN AS NIGH AS "ISLE I I i I I { 2 I I 2 I I I I I' i I I I I I I I { i ! I i I I I I I I I I I I ~ ~ 1 I 31 13 WEST ELEVATION SCALE: 1' " 20-0" SAW CUT TWIN TEE FLANGE -O"r 01-0' FOR VENT ASSEMBLY 2 Q NOT OVER CUT CORNERS. W 4 :INCH ANCHOR 6 ;ALXK AIR TIGHT ALL SIDES CAULK TO MEET COOK SPEC. 6" CHANNEL SUPPORT FRAME EXPANDED METAL GUARD BACKDPAFT DAMPER I I INSTAL FANJEAST OF I ( I INSTALL FANS AO HIGH AS POSSIBLE I , I EXISTING PLITFOM I I I I ( I RAIN H000 47,000 CFM 5 I I I I I I0 I ~ I I I 1 ~ I I❑ I I ~1 i I I I I i f~ 1 I I I I i I ~ I I 1 I - SOUTH ELEVATION SCALE: 1" " 20'-0' 6 6 PLAN SECTION SCALE: NONE SCALE: NONE ELEVATION FAN M"TING DETAIL NOT TO SCALE REV CHG. COOE B/M DWG. Ca,lauio$ P,p,lnen Ht«a,la NAME DATE COORS BREWING COMPANY y moF - u,: N,aiw, laaar ra,Naurl rrwnmit imwra e,a Can eraiytwwaNna,naN DwrNR. SMILEY 1012101 c;ENERAL AR-R DW6L. BUILDING coo" by 9 DEsR. SMILEY 10/2/0 1 B36 BUILDING 36 ¢ a i. a ~i inai: n9a,.110.0"r„Mai,1 CHN A4LLLZR_ ST WAREHOUSE _ f Caarrl. %to aaiq w Ia ad,ana swat to to m, I APVD V T I T I O U G 7 W a s roma, a a"rN r aa, wu a i" wi, la w ar &ILMEESSIO~TFEANI SP INCHE S CTOL it E SOUT EST ELEVATIONS H AID TITLE REF. oWGS. NIW'" Ii "l qalf rnra'1 a m .X% FIN15H ✓ tEXT ASGE~BI.Y SCM. 31" OF 1 "=2E0' T. A $ c'} ur mv taarT MII C"', anry -i, nand 11 C." 5, in twat. XXX C S CT SIZE _ OYG.NO. REV. Owman I FRA ION TIONS V TO 461 V-14.5 AND TO OEGIGN GHTAO 4 4 A ELE ~ttott.oo G D E I F G N I , I ~ I K A B 1 2 1 FAN MOUNTIA 5'-U" x 6' 3 44 4 1 PLENUIM WEL TO BE AIR T S NOTES: 1) SAW CUT DO NOT OVER 2) ALL HARD BE CADMIUM 3) SEE DWG FOR LOCATI01 4) SEE DWG I TRANSITION 1 6 SECTION A SCALE: 1"=I'-0" 1114 4 >aa Sao 7 J 2 METAL COVER ,_0„ I A D C D t J K I ZTE`j DWG/IC No. c'OL~ U/M DWG-NO.-DESCRIPTION 8'-0"! NOMINAL EXPANDED METAL COVER ~ 2'-ENI6"MNG8'-0 OP ' ' III C61 ~ C6 i 16 GA 16 GA 4 i'0' 1 2'-0" C6---'p C6 C6 FAN MOUNTING PANEL ^ 3 -11 x 6'-1^ 4 4 4h, CAULK ALL AROUND A ASSEMBLI SECTION 16 GA TR SCALE: I"=1'-0" 4 4 ANSITION h.. (28) 9/160 HOLES TO MATCH FAN PANEL FAN MOUNTING PANEL OPENING DETA IL 3 2" SCALE: NONE 4 4 16 GA-, EXPANED METAL ~T COVER BOLT g,r -•I CAULK AIR TIGHT ~W/ HEX NUTS & PLATE (TYP)-q 3~11x8„z9„ - 11 FLAT WASHERS Ar,x211011 t~ 4 4" v CONTINUOUS ~ ~ L SHAPED TRIM I I 'm CD .2"0x 4" BOLT w/ HEX NUTS 8 FLAT WASHERS 1~rr4 1 ~ Li~°~ it L = L NOTES 12 I I~ N4 If~l 9/160 HOLE (TYP) 1 WALL 44 PLATED"x8"x9" (TYP) C6x8.2 6 DETAIL DETAIL SCALE: NONE 4 4 SCALE: NONE 4 4 EV' CODE a/N DNC ~eor;Wer,e,grar,.,,r, reler.n~ee NAME DATE COORS BREWING COMPA mm n NY eroor~nen ,ee a. m ue,e 9rninq [rpwT kf Aeee i;see! DWN DIG <onf,ana ona sneu ee DES TITLE vue rr C oe airn rre. Coors i i B G m ey re. Rlenle lbol Ih Odor u we~ssm er .uu T~ereq c CHK ew ~r,,o~rx~a .re9ime~~'s,+eti eo, re <eor<a r< ro o, nea APVD 7 , , n am<er em,, Ter onl ler DIME NS IONS IN INCHES T OL TITLE REF, DWGS. eeu ,pn<e"r .mnyrcuaenr UNL UNLESSS OTHERWISE SPEC. . TITLE nno ~e .rngp ss Gon &eiiro c«Nar. Ii, rMrr~gors uc um n r xx FINISH / xxx V IF%T ASSEMBLY SCALE SNt. OF s eary rnerna e. o Cony Bruug 6wul. xxxx ANGLES FRACTIG ~ SIZE DYG.NC. REV SFILEABSREVS THIS DRAWING CCNFOIdIS TO ANSI Y-14,5 AND i0 N RADII 4 . : COO S W DESIGN CONTROL u~ r, sDATES H U :TIMES I K L SCALE: 1"-1'-0" 04 -4.. 2" I A B C ( D I E C--- H- K 5'-11" 2-6" 11;v 936. 2' -811 2 ~ ~ - 2 o 1 5 m ro o f 3 3 (28)%"0 HOLES 10" ON CENTER FIELD DRILL 4 a 16 GA GALV. ALL SEAMS AIR TIGHT (3) REO'D AS SHOWN SECTION SCALE: 111=11-01, 5 ELEVATION SCALE: 1"-11-0" 5 1'-B ' 2'-6" 1'-83~" N 5 s ~o i N 5'-11" 6 6 SECTION ' " SCALE: 11 -0 5 mpw REV CHG. CODE B/M DING. tmmnlm N"Otis,, lIfe im NAME DATE COORS BREWING COMPANY ma0 1, mq u.cl.*, tl t«m.1 m army aiww111Nn1, rna SHEET METAL DETAILS OR le shld -lid- w 0.11 ni N DE TITLE qN by aqq eaa iw Can S erniy cnai dlenl a, 1 CH( 7 n gni.sn sl ENn 4 11 lgy ^ nl IN G h l ' W U' I. ge s o y ai INilMllq Wleiw 'mil AM 7 ! ul N .MiN, rgrWrcq a wl, w ENSIS IN i0. s SHEET u REF DWGS Mell n «riiun ni ql i gN Nl LN- SE SPE UAESS OT OTHERNi SE C. TITLE . . INnw N a" 1s y il e xx FINISH ✓ NE.V ASSEMILT SCALE lni illl in MlN ya li.sl rA Nl lt XXX $fiT.uy ' i i l e a y ton 4aiy<giil. - FAA~CiION ANGLES RADII SIZE OIG.N7. REY. THIS DRANIM TO ANSI Y-I4.S AND 70 DESIGN CON v A B C D I F F I t u 5 \1~ I- A d E G C D Q Q 0 Q ~ I I I I ! 1 I I I I i I o-- i 1 3 a N lJ ----M4=5 M431 I 5 a- Q I I 4901-0" I H J K L 0 0 0 0 I I I i i M319 MCC 36F - - - - ------L-------------I------------- -------------L------------ I ------------f------------ -------------1------------- 1 1 I ~ I I l 1 , I I ------------I--------------T -------------4----------------I-------------------------- I i I I I I ~ ! I i 1 - - - - --1------------ 1 rv-----------q-t----r-------------1--------------f------------- 1 M-i 5 C~~ I a~ M I M-3 I sjI;P a--- I F--- _ - J - 3+-----_r------- - -=>=-_"_,_------boa -----------7 - I- Q I I I 130 CIO 141, ~ I~ 3~ti4 ~ Ia I f r MCC 36D ~ I ~ I I I I I I -------------T-------------- - - - - - - - -------------T------------- I I I I I I 1 I f ! I E~~A 6 7 ~ u 2 A FIRST FLOOR PLAN REV CHG. CODE I 81W, DWG, ndhl.rw Prpremrr bmrp of e it" Uplnq ini - neN-w l rprlp<rT Inp Hob al Gat. 9rednq Qpm. pl A., Mn ippl min 1.1114-1 pa -11 am It. 3 .9 mrop oger ion Copl mloq V iM lrlp cbbom l l. .r llrn prnlli el [4rf Ernieq eawr. lEll4ldnq...1.e al4bi-W- ae4on meu 4 rprlEpeE os oeE, 1. a i REF DWGS " n r t p1., iu oar pr- pp,w4lnn alp .gennxmry . , IMr ie lp1 . Iq (pr3 Aft eT All 41r 1 q Ce uplrigell po rp Mal e r l p ep -d by l ulr. up~p c q --y TH DRAWNG C C' I MS: E8365890 001.DGN T. 10 ANSI r -l4.s avo to BREWING QQRS G I H I J E LEGEND ~A VENTILATION FAN, 10 HP, 460V., 3o ® VENTILATION FAN,YHP, 120V. STOPMOTOR RATED TOGGLE SWITCH, WITH OVERLOAD AND PILOT LIGHT ID TWO HOLE PUSH BUTTON STATION, I - GREEN, ILLUMINATED EXTENDED HEAD 1 - RED, NON-ILLUMINATED, FLUSH HEAD .sT o _ jj -Eerr1 a )v~ CC - A T 4 PA)- 0 ] ~ NOTES 1"GRS (611_ BLK w REO 2#16 WHTA 2#12 GRN) V k"GRS (3x12 BLK, 4116 RED, 2#16 WHT, 1#12 GRN) O -i"GRS (3#12 8LK, ,3#16 RED, 1#16 WHT, 1#12 GRN) ® ~4"GRS (1#12 BLK, 1112 WHT, 1112 GRN) ~4"GRS (2#12 BLK, 2#12 WHT, 2#12 GRN) CONSTRUCTION NOTES D SUPPORT CONDUIT FROM BUILDING STRUCTURE. RUN CONDUIT ON EXISTING CONDUIT RACK. OD NOT SUPPORT CONDUIT FROM CONVEYORS OR SUPPORT PLATFORMS. (7~ ILDING STRUCTURE. USE EXISTING WIREwAY WHERE POSSIBLE. DO NOT SUPPORT CONDUIT FROM CONVEYORS OR SUPPORT PLATFORMS. NAME DATE COORS BREWING COMPANY DJD/BECo /2/0' "YE E POWER DTST DJD/BECo 1v2io1 "TLE R3R-RUTI nrN1r, fir. 2 -71 4 6 PYD ! DIMENSIONS IN INCHES TCL x IET UNLESS OTHERWISE SPEC_ TITLE FIRST FLOOR PLAN xX FINISH ✓ NEXT ASSEMBLY SCALE XXx I "x 0. SHr. OF Xxxx " RACTICN ANGLES RADII SIZE DWG.TA. W REv. DEGIaCONTF43F 4 ,EB3658390 K I L B C D i G G H ( ( K ( L for t SW-435 1 151 I CB-319 102 20A M-435 OL I 152 1 _ M-319 OL 1 103 1- 153 480V 30 1 WALL VENTILATION FAN 480V 30 104 MC4356D -0 _ I MTR ( MTR WALL VENTILATION FAN 10 HP 154 MCC 36F 1 10 HP I 435 COL. F-1 155 M-319 0~~` I 319 105 I COL. A-5 -1--0 I I 106 ) I 56 -~20A~~ 1 107 I----------------- 51 1 1------------------------ 108 158 109 ------------------I SW-436 159 110 I 20A M-436 OL 1 160 111 480V 30 161 p 2 MCC 360 I MTR WALL VENTILATION FAN ( pOAtP M-436 1-~ i 436 10 HP 162 l CKT-3 113 i COL. G-1 -0 63 ST! 114 I I 164 STOP PL 1 175 I------------------------ PB-3 J 116 117 ! 118 I ~ 119 120 P 2OAt 121 CKT -5 122 ST, 123 STOP P8-t PL 124 125 126 C M-' 127 128 STI 29 STOP PB-2 PL J 730 131 132 M-~ 133 134 5 135 136 137 138 139 140 141 142 6 143 144 145 146 147 mow 4ao 7 2 V A I B 165 166 167 M-2 168 169 170 171 172 173 WALL FAN WM435 174 (127) 175 176 / WALL FAN wM435 177 RUNNING 178 179 WALL FAN wM436 180 W-1 1 (134) 181 182 WALL FAN #M436 183 RUNNING 184 185 166 187 188 189 190 191 192 193 194 195 196 197 REV CHG. CODE 8/M DWG. au,e+r,l vroen+„q I+rorpn" NAME m, eraly ;xnx, canenrn 5xxlpp tl Lxiay d A GOn pw aq N ars erc~ n,na DWNNAK/BECo n unn menxnN eN Neu ml e, rgegxn~+emrubnce,n DESDJO/BECo il B opal ' IA, Or iOr l CIY f - " c , el G on Erninq e Imiu C I ( Nwr. lly xxlp ana Ine i IxMll+l -v- Ilerti, ,hll A VD µ rnrx.xa +r as+a' nlrl w DIMENSIONS IN Ih REF DwGS , r re,r, mr +nq orr• Mx Molrxrv kp lar Ilnllq LNLESS OTHERWISE . . vlNrlul i+ ➢r fan A% FINI . All Wrm+q 1 III tppignl, ar+ ,pxr +NUxlq r<xnN y X, . CNn wrxlp ( a,. FRACTION A MS:EB3658391 001.DGN N H15 DRAW NO CON OR To ANSI r-ta.s AND To - T EG[GN CONTROL L C G D E 1 r I H I DATE COORS B 1102101 DwG TITLE N / 1102101 6-Bt MILLET oL : ~EE SCHEMATIC NEXT ASSEMBLY SRE DWG, NO. .4 EE K 12 WALL FAN WM319 (1168) WALL FAN sM319 RUNNING COMFORT FAN #1 COMFORT FAN w2 COMFORT FAN x3 44 c. 6 ,IG COMPANY ).WER DIST NG.36 ,WAREH.OUSE 7 SHT. 001 OF 001 REV. 18391 1 L iJ DEPARTMENT OF PLANNING AND DEVELOPMENT ~ BUILDINGINTM OF WHEAT RIDGE -234-5933 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . . . : . . . Building Permit Number'° 10184 Date : 3/1/00 Property Owner : Property Address : 10619 W 50TH AVE Phone : 425-7841 Contractor License No. : 20534 Company : Taylor Ball LLC Phone : 928-1800 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $300,000.00 I hereby certify that the setback distances proposed by this permit application are accurate, ulations of the City of Wheat Ridge or r re l PEfR11t Fe8 ~ 113.75 $21, 94 373 $ g es o and do not violate appliqble ordinances, ru easements or restridions of record; that all measurements shown, and allegahons covenants onditions printed on this ll b Plan Review Fee : . , 00 500 4 $ , c y a abide et to made are accurete; that I have read and agre iding N Ridge i l Use Tax : . , y ~ ances, f or worlc tlge perrt Codec(U B~C j andeall other pp oable Whe~tfi ordln Total : $7 ~987 69 (OWNER)(CONTRACTOR) SIGNED DATE US2 : Description : Convert existing mezzanine in buiiding 25 to office area BUILDING DEPARTMENT USE ONLY Okay Occupancy : Walls : Roof : Stories SIC : Sq. Ft. : Residential Units : ElecVical License No : 19964 Plumbing License No :17201 Mechanical License No : 19426 Company :BRC ELECTRIC Company :Total Plumbing, Inc. Company : Design Mechanical, Inc. Expiration Date: 2/28/01 Expiration Date : 8I31I00 Expiration Date : 1I25I01 qpproval : Approval : Approval : (1) Thia permit was isaued in accordence with the provisions sel forth in yopur application and is subI'ect M the laws of the State of Coloratlo and to the Zoning Regulalions antl BuildlnQ CoCe of Wheat Ridye, Colorado or any oMer applicable ortlinances of the Ciry. (2) Thfs pefmil shall expire rf(A) Me woAc aulhor¢etl ia not wmmenced within sixty (80) days from issue date or (B) the buildin9 authorized is suspended or abandoned for a peri of 12o tlays. ~ suspensionlor~abendonment ~3~ o ginaleplans anU spod ecilkedOs and any sus~pensreon or abantlo meM has not exceeded onle (r1j Yeard. , f change are ma0e orif exceetls one (t) year, full fees ahall be paid for a new permit. that will change Me natural Bow of water causin9 a Cd2inage problem. vrork uf any man~er shall be tlone written approvai on i^ (4) No (5) Cador shall notiry the Bullding Ins r lwenry-four (24) ~ours in advance for all inspections and shall receive ola on of th provisions petlling with successrve phaoes o the'ob. (e) The Issuance of a pertnR or the app~oval o~drawings antl spe~~etions ahall not be construed lo be a permk for, ~or an approval of, anry Vp of Ne building codes w arry oNer ordinance, law, rule or regulaUon. ' ~ c ~ . 1 0 C! 0 a N i \ •(A A, } W ^ -S:a J~ c Z 0 Ln ~ ~ N ; Q ~ ~ « , W M W N o Y ~ ~ ~ tA :E M Q , Q 1- U L L a o c l` ~ O ~ ♦ ~ E W v O ~ > w m d IM c < - 0 a ` ' t d O W v. O ~ . C 0 O ~ R,/ 1 F ~ ~ e _ c • N 0 t Z ~ > 9 p ~ « E IJ.I V y ~ a H' od O c> cis Z O dc G d O t r 0 ~ m d ~ p ~ p ~ Ct ¢ } y d a ~ cc Q a LL DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DNISION - 235-2855 Date : Z c~o ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE N WHEAT RIDGE, CO 80215 APPLICATIo Property Owner : Property Address : 106101 14/ Phone : 41ZS"- 7 S'y! S'vrir qv~ Contractor License No. : 2 ag,3 y Phone : 97y_ IgewD Company : 7"q ycr.^rf 8fu. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Va1ue I hereby certify that the seWack distances proposed by this pertnit appliwtion are aceurete, Pgfnllt F2E : and do nM violate applicable ordinances, rules or regulations of the City of Wheai Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations / Use Tax : made are aecurete: that 1 have read and agree to abide by all conditions printetl on this application, and that I assume f i Il~b1e ~ ait Ri or am nlances, f~or wo NunderRhis pertnding TOt31 : Code and all other app ~ ~ USB : - (OWNER)(CONTRACTOR) SIGNED DATE Description : Gv~vr*~!Y ~.~'iSr.cJc ME22q•vi~1~ i.✓ 3vr.s~•.~G 2S To oFF.rr' A.~~'.r_-c.__. BUILDING DEPARTMENT USE ONLY Approval: Zoning : m~ Approval: ME Approval: Occupancy : Walls : Roof SIC : Stories : Residential Units : K' 1996y Plumbin9 License No :/~20 1 Mechanical License No : 19~/26 Electrical License No: Company :$eCG ELEG7•C/C- Company : ToT4e_ 6~~v~B~^~`~/~4• Company : ps'.S+GN Expiration Date : 2/Z Expiration Date : $13,100 Expiration Date : Ft~o~ Approval : Approval: Approval: set accordance viith CoiSSU sub (1) RThis egul~ationa anE Bulld g Ccde W Nfies Ritlge Colo2tlo or any othe~ap0lawble o~rdi ances of Me Cjry e lewa of Ne Stale o/ bretlo antl ro Ne :.oning (p) TTis permil ahell exDim R (A) the work allthOOZed is not commenceC within sizly (80) tlays from issue date or (B) the builtling authodietl is suSpenEeO ar aearaoned m. ■ Pehoa m 120 aavs. iMS (3) ~o g~,nal perftt ans antl spetlMCatloa M ayiry suspension or sbandonmeniahas not~exutled ie n ( ~tjyaraer d. p cha 9es erc made o?M su~speensionloabantlonment exceedc oix (1) ye+r. Nli fees ahall be palE for a nrx permit. (4) No work of any manner shell be tlone tlhat wili chanpe the natural fiow of water wusing a E2inage pro6lem. (5) CoMmclor ahall nMHy Me BuiWinq Inspector twenry-rour (24) hours m aCvance Mr all inspecdans antl shall receiva wrrtlen approval on inspaction card be~re (e) ThLL i proval W. any violation of the p~~~s~ons ptateetliin9 wiN auaeseivt phaaesM Mel ~°6. ssuance of a it or Mie aOP~e~ m~~~"'"9° an4 °~mbons shall rwt be mnsWed to be a permtt far• nor an ap _ ~ s~w mner ertlinance, law, mk or regulatlon. Building ~ ~p,tin A16~ Z `24I'TD' Cpdcs ~a••irltlafaAsr. -1) G'.( ~n.) G,S~4~M iJ'!. 2 ~1~ts 61 qfa.+~v~~O S"w1^J rWO~A . WAk. ~iu. ~ Q U w ~u.,:~~ . 1-{""la. ~,rll .u,~ss~b~~ /~rc ,nS~ o.sr1~;~ Svo••e!' a~ r~~s w~dat~vod l) 1wco,..~+r.~ wc- we~c. ''P1'~01~ v~ ~ ~Wav+v.e~ . ..r~.r1y dlscwatte-o J U z9w"jin y\o yoMr o~rsitl'A.~u, ~h h~A~;~ u.s A4 q,~1 cc~t~ &-...WJ3. '9~urt. aXL-CA. c 3D3- l,t-62-1130) Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. ~ Wheatridge Building Department 2/22/00 7500 W 29'" Ave. Wheatridge, Colorado 80033 RE: Tenant finish for Rocky Mountain Bottle mezzanine. The following aze our plan review comments; 1) All other etcit doors in Group B Occupancies sha11 be openable from the inside without the use of a key or special knowledge. LTFC 97 1207.3. 2) Openings in an exit enclosure shall be protected by a one-hour fire-rated assembly including door, franie, and hardwaze where one hour shaft wnstruction is pernutted. iJFC 97 1111.2.1.1. 3) Emergency lighting is subject to field inspection, additional units may be required. iJFC 97 121.1. 4) Eacit signs shall be subject to field inspection. Additional exit signs may be required. UFC 97 1212.2. 5) Elevators sha11 be installed in accordance with Chapter 30 of the Building Code. 6) Two-way communications shall be provided between the elevator caz and an emergency service which operates 24 hrs a day. UBC 97 3003.4.10. 7) Except at the main entrance level, an approved pictorial sign of a standazdized design shall be posted adjacent to each elevator call station which will indicate that "IN CASE OF FIRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS. UBC 97 3003.6. 8) Please label elevator control rooms for fire department emergency.. 9) Provide locks on circuit beakers supplying power to emergency circuits such as exit lights, night lights, per the National Electrical Code. 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 10) Verify that sufficient electrical receptacles as extension cords and mukiple adapters aze not pertnitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3. 11) Electricai rooms containing the main electric disconnect shall be labeled "MAIN ELECTRIC DISCONNECT", in one inch letters and permanently affixed to the door. iJFC 97 85093. 12) The required number of fire extinguishers and mounting information sha11 be provided prior to Snal inspection. UFC 97 10021. 13) Carpeting shall be minimum of a Class II Critical Radiant Fluac. Documentation shall be provided prior to installation. UFC 97 Appendix IV-A. 14) Wall coverings other than paint aze to meet the requirements of UBC Chapter 8, documentation to be provided prior to installation. 15) Any code requirements arising from construction. 16) Twenty-four hours notice for required for all tests and inspections. Sincere , 1 ~ Kent "Spazky" Shriver Fire Mazshal Arvada Fire Protection District JACOBS ENGINEERINGO Jaeoba Enginaering Group Inc. 1527 Cole Blvd., Suite 100 Golden, Colorado 80401 U.S.A. 303.462.7000 Fax 303.462.7001 February 15, 2000 City of Wheat Ridge 7500 West 290 Avenue Wheat Ridge, CO 80215 Attn: Mr. Darren Morgan, Building Department Re: Code Correction List, Bldg. 25 - mezzanine conversion to offices Dear Mr. Morgan, The following is in response to items t through 9 on your Code Conection List dated February 14, 2000. 1. The men and women's restroom layouts aze to be as shown in Attachment A. 2. The Elevator is being purchased from Thyssen Dover Elevator, see attached design drawings from Thyssen Dover for details. 3. The open unfurnished azea on the mezzanine level is to be used for storage. 4. The three columns to be removed, shown on drawing FB2506047 sheet 1, do not serve as structural support for anything. 5. The exit corridor path is as shown in Attachment B. 6. The new windows aze to be two "/a" thick glass panels with air space. The windows located on the south wall are to be installed as shown in Section 2 on drawing FB2506047 sheet 2. The windows on the west wall are simply sawcut and framed into the 2" thick portion of the double tee wall panels. 7. The diffuser in the two-hour rated office, shown on drawing FB2514003 sheet l, will be changed to a ceiling fire damper, see attached vendor cut sheet for details. 8. Two manual pull stations have been added to the power plan, drawing FB2566584 sheet 2, revision A. One at the conference room door located in the two-hour firewall and a second one located in the two- hour rated office. Pull station 0285 will be identified as an Area of Refuge on the main fire control panel. 9. As per our earlier telephone conversation, the two doors located in the telephone board area do not need to be two-hour fire rated due to the hvo-hour firewall located d'uectly east of the two doors. If you have any questions please contact me at (303) 462-7575. Sincerely, ~i1►" ~ Todd Story Structural Engineer Ceilina fire damuer- UL fire rated 3-hour, 20 gage galvanized steel frame and blade, 1657 fusible link, extended frame, 8" diameter. Ruskin model CFDR3. Vendor: Long and Associates. Tel. 303-975-2100. -RUSK/N° 3900 Dr. Greaves Rd. • Kansas City, MO 64030 • (816) 761-7476 • FAX (816) 765-8955 CFD(R)2, CFD(R)3 and CFD(R) 8.5 CEILING FIRE DAMPERS UL Classifled Radiatfon Dampers STANDARD CONSTRUCTION FRAME 20 gage (.9) galvanized steel. Frame depths are as shown in following chart. DAMPER . : -PRAME NSION : 8 DIM pRAME MODEL < $ME o D DIANIETER DEPTX Standard All sizes 3' (76) CFD2/ CFD3 Extended 4° to 10' (102 to 254) 6" (152) CFD3.5 11^ to 15" (279 to 381) 8" (203) 16" to 24' (406 to 607) 11' (279) Standard All sizes 3'/:' (89) Extended 5- to 10' (127 to 254) 6V:" (165) CFDR3 11"to15'(279to387) 8'/~" (216) CFD(R)3S 16" t0 20' (406 t0 508) 11'/2 ' (292) BLADE 20 gage (.9) galvanized steel, with UL Classified insulation as required. FUSIBLE LINK 165°F (74°C) is standard. 212°F (100°C) and 285°F (741°C) is available at no additional cost. FINISH Mill. MINIMUM SIZE (Inside Dimension) CFD2/CFD3 - 5'w x 4"h (127 x 102). CFDR2 - 12" (305) diameter. CFDR313.5-5" (727) diameter. MAXIMUM SIZE (Inside Dimension) CFD3 - 70 sq. in. (452) maximum. CFD2 - 324 sq. in. (2090) with height or width dimen- sions not greater than 24" (607). CFDR2 - 20" (508) diameter. CFDR3/3.5 - 10' (254) diameter. NOTES: 1. CFD3 dampers are 70 sq. in. (452) and smaller and CFDR3 are 10" (254) diameter and smaller. Neither requires blade insulaUOn. CFD2 dampers are larger than 70 sq. in. (452) and CFDR2 are 12' (305) diameter and larger. Both require blade insulation. Please order by model accordingly. 2. CFD(R)3.5 are dampers with insulation on the blades. The CFD(R)3.5 can be used as part of a CFD(R)5 assembly or as a CFD(R)3. 3. Dimensions shown in parentheses indicate millimeters. CFD B,,1a. (116) 3'O61! e (16) Standa d Frame ~ s/a' L : (16) L- B Extended Frame CFDR Q t 1 (35) J 31/2" (89) L ~ D IY 13/s` (35) Standard Frame v ~ i3le" L (35) : _j B-7 Extended Frame (More installation and sizing details on back of page.) FEATURES UL Fire Rated Floor/Ceiling assemblies and Roof/Ceiling assem- blies require specially tested and classified ceiling dampers (also called Ceiling Fire Dampers or Radiation Dampers) to provide fire and heat protection where HVAC components penetrate the ceiling membrane. Standard, 71/2 and 3 hr. primary fire dampers DO NOT provide the necessary protection. Ruskin's CFD(R)2 and CFD(R)3 are UL Classitied to provide pro- tection to HVAC penetrations of up to 324 sq. in. (2090) mazimum opening size through UL fire rated assemblies with fire resistance ratings of 3 hours or less. Penetrations larger than 324 sq. in. (2090) and up to 576 sq. in. (3716) require model CFD4 and CFD6. The quantity and frequency of permissible HVAC ceiling penetrations are descnbed in the UL Fire Resistance Directory. aTy, SIZE FRAME Fuse Link Temp. 165°FStd VARIATIONS A-WIDE 8-HIGH D-DIA. . (74°C) JQg LOCATION CONTRACTOR SpeeCFD(R)263-5WRepiacesCFD(R)2&3-198 ALLSiATEDSPEGIflCAT10NSARESUBJELTiOLHANGEWITHOUiNOTICEOROBLIGATION. mMUSKinmanuracmnngisvo CFD(R)2, CFD(R)3 and CFD(R)3.5 CEILING FIRE DAMPERS INSTALLATION Refer to Ruskin Installation Instructions for required installation procedures. ~ Ductless Installation Order'actual size' with standard frame. Damper installs over dii- fuserneck. VARIATIONS Pressure Drop - Damper Open (Size as noted) UL Listed Fusible Volume Adjustment The standard, fusible link can be replaced with a simple mecha- nism that permits adjustment of damper blades to balance aiAlow. A standard 3He' (5) hex (Allen) wrench is used for adjustment. In fire conditions, the damper closes regardless ot volume setting. This feature must be added to teh damper at fabriration - it cannot be field added. 165°F (speciy tempera[ure) fusible volume adjusl- ment options are available. Flex Duct InsWllation Order'actual size' with extended frame. Damper installs over dif- fuser neck; flex duct installs over damper. CFD(R)2, 3, 3.5 with Fusible Volume Adjustment 0.7 17.78 a.s 12.7 0.3 7.62 0.2 5.08 18" x 18" CFD2 0.7 2.54 .07 1.78 .05 127 .03 75 .02 51 .Ot Steel Duct InsWllation Order'deduct Va' (6)' with stan- dard frame. Damper installs inside duct. 6" DIA. CFDR 8" DIA CFDR 200 300 500 700 1WU 2000 3000 60.96 91.44 152.40 213.34 304.00 609.60 914.40 Air Velocity in FEET and METERS per minute through FACE AREA. Tested per AMCA Std. 500, Fig. 5.2, ductwork upstream. 3900 Oc Greavas Rtl. RUSK/N~ (B~(B1kl ] 5~8955W Attachment B- Emergency Evacuation Plan Attachment A- Men & Women's Restroom Layout 3'-8" p,j. 1'-6 I ~ I I I I I - I-- ,I - ~ ~SINK I ~I~ Nc siw Hc wc i Hc rc MEN RESTROOM I ~ I~I \ I FtESTROOM ,I 31-0Y I I ~ 3' -0' I I 9,_7, ~ 9'_7• -3. Z s . ~ a z s . v a power plan Mazzanine floor I= Z W C W Q Ln oc a °a W M w Q N = M ~ O Z 0 U J ~ ~ « 49 ~ V ~ Z c 0 ~ L 0 CO) -o > `m °v, . ~ « a'~ N c d y ~ y O v, ~v r \ > ~ c " t~ a ; ~ U) 0 o ~ w 9 Y N r= ~ A r 0 ~ t ~ a O > _ t0 .C n ~ ~ . L y ~ 0 ~ 0 > e o ~o, ~ d o ~ d~ Y ►O. d V t~ .2 E a~ dd i= a o ; c ~ ar d c L O v ~ L L L {0 O = U ~ ~ ai t 3 t~ \ ~v ~ O t S ~ e s ~ m 3 H w > 0 2 W ¢ O Z 0 ~ ~ a LL a> c o m rn d y ~ • G W GI M ° ~ W ' C W ~r L 0 7 f i V a N ° a ~ 0 W Lb N W x O ` y O O ^ ~i ,k ■ ~ N ~ LL. 0 o Z U c °o 0 U L N _ C O ~ w ~ p L r m ~ r c E ~ O J > ~ C O '7 t N I^ ~ VL o ° o - > m ~ C O ' rn~ d o d m f w a d a. M w ~ ~d U M_ ~ d a o ~ c ~ do V+ L V m d 7 L H W > W ~ O Z 0 p ¢ 3 s O LL 22" BRACKET O.A. ~ THE STARTING CURRENT. ES ADJUSTABLE FROM e rr PLEASE VERIFY OILORAULIC ELEVATOR CONTR. 19 l/2" MA N LNNETPOWER SUPPLY 70 THEOELEVATORE 2 TO 4.5 TIMES THE MOTOR RATED A.C. AMPS. V E R I ~ ~ O A T 1 O N FRONT WALL THICKNESS T THE STARTING CURRENT OF 3 TIMES THE MOTOR AND TYPE AT EACH LANDING YPE: MARQUIS 25 HL5 -PLAN 1I PRIOR TO THE APPLICATION OF WATER 1N THE RATED A.C. AMPS 1S A NOMINAL STARTING FLR-FLR TRAVEL DOOR LOCATION SPEED: ll0 FPM UP 150 FPM DOWN MAX. ELEV. MACHINE ROAM OR HOISTWAY WILL BE CURRENT VALUE. (SEE NOTE 6) FURNISHED BY THE ELECTRICAL CONTRACTOR, FLR THKNESS WALL TYPE OPERATION: MICROPROCESSOR DMC-I THIS MEANS SHALL NOT BE SELF RESETfiING. OK BY; OK E3Y; ' ` • ~ ` ~ 2 8" MASONRY CAR ENCL05URE: DOVER CAB -MODEL DAP(YERT) ' t ' HOISTWAY SIZE FINISHED WALLS . DOOR TYPE: ONE SPEED -RIGHT HAND IR H MASONRY PLATFORM THK: 3 3/e FINISHED FL04R: BY CONC, ANCHOR TELEPHONE: BY ELEVATOR COMPANY PIT LADDER: BY A MiN OF 3'-6' (OR 4'-0" OK 13Y: OK E3Y: POWER UNIT; EP-95 25 HP POWER SUPPLY: AT ALL FLOORS WHEN FAGiNO EACH OTHERI REO'D IN FRQNT OF ALL STARTING: SOLID STATE GLOPU: 6805 ELECTRICAL PANELS. JACK MODEL: 2.5-7 TWIN/TELE OVERTRAVEL: 9" I TYPICAL BRACKET MOUNTING 2 OIL LINE FROM TANK TO PLUNGER O.D: TOP SECT.: 2,5" MDL, SECT.: 3.75' HOIST BEAM BY OTHERS. 2" SHUTOFF VALVE, CYLINDER O.D.: 5A" WALL THK:.25" NET AI DESIGN LOAD. - 3000 OVERHEAD GUIDE RAIL BRAGKETtS) TO 2" OIL LINE Ll5d WALL) FROM - " " BE INSTALLED AS REO'D. ABOVE SHUTOFF VALVE TO JACK MINIMUM CEILING HT 7 6 BOTTOM CAR RUNBY: 6 CAR BUFFER STRQKE REQ't) [FOMAXNSPACINGAIS EXCEEDED, OUTLET BY GEN.NCONTRV~ HOLD ALL MEP IN MACHINE BETWEEN PiT FLR, & CAR BOLSTER ON COMPRESSED STRUCTURAL SUPPORT(S) TO BE ROOM ABV, 8 -0 MIN. BUFFER REACTION lTYP. AT EACH BUFFER) * 7879 PROVIDED BY ENERAL CONTR. II 111 EST, WORKING PRESS, 385PS1 ' SEE NOTE GAR 5.2.19 FORMED LJ S•5.09 FORMED I~J ~ l2 FRAME 1'6.55 CROSSHEAD 1.20.38 BOLSTER n oU ~ A-1.21 11GAx6"x2 1/4" A-2,21 7GAx8 x2 1/2" _ ~ , ~a ~ DISCONNECT SW. IMP 0 R I THE FOLLOWING CONDITIONS Mll5T BE MET BEFORE i ~ ~0. , SEE NOTES 5 & 6 TANT, PER ANSI RULE 14t,2: pNLY MACHINERY IS STARTED, AND ARE NOT INCLll0E0 iN THE ELEVI L A PLUMB, PROPERLY VENTILATED HOISTWAY tACCORDIN4 TO z WITH T EIPFUNCT ON ORNUSENOFNTHEON 2. ADEQUATE SUPPORT FOR JA 0. mid ~ Ol"Z z2 ELEVATOR 5HALL BE PERMITTED IN THE REACTIONS SHOWN GK, GUIDE RAIL BRACKETS, AN[ ELEV ►1 > - ~ , ~ ~ i ~ aw ELEVATOR MACHINE ROOM, 3. HOISTWAY BARRICADES AND ALL CUTTING ANO PATCHING T( O i ~ J a d ! Fl ENTRAi✓CES, SILLS, HALL F1XTtAtES, Oil AND ELECTRIC LIP ~ i i 2q~ ♦ H~ ~ no Q ¢ ~ ~ W F¢r M ~ x~ 4. PIT LIGHTS AP~1 SWiTfOI CQNVEi~?JCE OUTLETS WITH GFCI PROTE ~ Z ~ ~ ~ a M z ~ 1NSTALLAT ON OF PSPES OR DU 2~5 w m z w ,1, 2 ~ ~ ~tro:a ~ po CT PER CAR tACCORDING TO CODE). NOTE: MUST 8E CLEAR OF A ~ a N t7 , a m>>~ ~ m~o u: TELEPHONE ! °o CONVEYING GASES, VAPORS, OR LIQUIDS ~ AEDICATED f20 YOLT15 AM? SERVE, ALONG ~ TELEPHONE Ca a IN HOISTWAYS, MACHINE ROOMS, OR TEfb9NAl.5 ~ ~ ~ ~ ~ ~ o w ~ ~ ~ w ~ 1 apo~ °o~ oN CONNECTION M CHI A NERY SPACES. `,o = ~ a o ~ ~ ~ z ~ Uaa ; -CAR LIGHT AND ALARM CIRCUIT WITH GFCI PROTECTION PE t ~ ~ o p o U ~ ~ t ~ i ¢~~ti ro'" T SEE NOTE 7 -GROUP CONTROL WHEN REQUIRED N ~ p, ¢ 0. i 1 i r ? ~ Ci ~ I- ~ NOTE; ff STANDBY P(~t 1S SiIPPI.IED TO ELEVATOR, CAR LiGP a w w ~ ~ L'~~>- GROUP CONTROL SERVICE MUST BE STAP~BY POWER 6, POWER FEEDERS (COPPER WIRES, TYPE RH AND THW) TO TE ? U Z i i V C7~az CONTROLLER SHALL BE 512E0 FOR : Y C7 E ~ ~ i ~ ow~.w FIN, FLR, _ * 1Q2 AMPS STARTING CURRENT WITH A MAX, ALLOWABLE FINISHED FLOOR 2 i i H.?~z 6'-5' 50 AMPS FULL LOAD CLHRENT WITH A MAX ALLOWAB 34 AMPS RATED CURRENT WITH A MAX. ALLOWABLE V _ E3RANCH CIRCUIT DISCONNECT SIIITCH 5HALL BE SIZED FAR I ~Q_AMP NCNTPIE DELAY FUSE OR PLEASE= NOTE: TMfS [S OUR MINIMl1M SIZE 7b Ar~tHE~u.c~cuT6tRDR POWER RE( IN NOTE 6 MACHINE ROOM FOR THIS SIZE POWER UNIT, ~---nMPnLV~.aJ~rTr~EOaAYFU~ vER1FIED E ~ f PLEASE VERIFY YOUR ACTUAL DIMENSIONS, BASED DN aao Y, z6 HP I GEN. CONTRACTOR NUST FORWARD POWER REOUiAEMENTS T 7, AN ENCLOSED MACHINE AREA (ACCORDING TO CODE Wi1H AND VENTILATION 1 MIN. 50°F, MAX. !00°F NOTE: Pa15T PROVIDE ADEQUATE DOOR SIZE TO ALLDW INST1 r i OR LEAVE WALL DUT UNTiI EQUIPMENT IS IN PLACE. MAXIMUM HEAT LOAD IN MACHINE ROOM DUE TO ELEV. EQUIPMENT - 10618 BTU/HR 8. E T AN UNSUPPORTED ~ A C ~ I SET ORCLEA E A WRDUGHI OPENINMU~T B ~PAOiYI~QE~ A [,Ti~PI RAIL BRACKET N E ROOM P L A N Dt~ENiNG. FILL IN AROUND FRAMES AFTER THE FRAMES ARE FLOOR-FLOOR TRAVEL SPACING - 14~-0" tR - 2 20'-0" 16'-9 W/5'-0 LOCATION: ADJACENT AT LEVEL 1 9..,POCKETS IN CORRIDOR WALL (PER FIXTURE DRAWINGS) FDI BACKING PLATE ~ ~ ~ NOTE Nl1ST BE LOCATED AS DIRECTED BY ELEVATOR CONTI NET TRAVEL 20'-0" 10, SMOKE .TENSORS i AS REQUIREA TOP O.T, + 9" i ~ - RAiL BRACKET MOUNTING SURFACE 11, CONDUIT AND WIRING FROM NOISTWAY TO ELEVATOR P10MITOf BOTTOM O.T, + g (/2' SECURITY, LIFE, SAFETY, OR F[RE REQUIREMENTS 1, N TOTAL TRAVEL 2!'-5 i/2' ~ " 8-4 CLEAR HOiSTWAY t2 PIPE SLEEVES, TRENCHING, AID BACK FILLING FOR OIL AND NOTE: IF DISTANCE BETWEE~i 4'_2' AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR. tL FLOOR LEVELS EXCEEDS 4 -2 ~ MAXIMUM, AN ADDITIONAL GUIDE o 7'-3' BETW EN GUIDES RAIL BRACKET MUST BE > PROVIDED MIDWAY, 1 1/2' 1 i/2" N 8" T-0" PLATFORM 8" W 6'-B' MIN. CLEAR INSIDE a o 3'-It' 3'-6" CLEAR OPNG, 11" Z PIT LIGHT SW. BY G.C. w 2 i'-6" ABV. FIN. FLOOR ~ I ST NFl a t SEE NOTE 4 l I SEE NOTE e ~ CAR STATION; IMPULSE FIXTURES PU5H8UTT w PIT STOP SW, BY THYSSEN DRYER ONS MAE+ . o ~ 0. 1'-6' ABV. FiN)SHED FLOOR, „ , w x o o ~ DOOR OPEN AND CLOSE BUTTONS, EMERGENCY STOP ~ ~ i M J PRIMARY FIRE SERVICE ~ ~ . 0. Q , ALARM BUTTON, FAN/LIGHT SWITCH, EMERGENCY L[GH LOCATED AT FLR: IR oz ~Q = ~ BOX, PI,FiRE SERVICE INST, SWITCH,9UZZER,JEWEL,CA W/ALT AT FLR; 2 w w _ y ~ I ~ TO ~ OF TARGET u - J REAR N a Z U to ¢ _ ACK ITYP.1 CAR RiOING LANTERN: SOFFIT g 5 ~ HOLES • 7'-6 5/8" a ~ 4" (TYp1 ¢ ~ ~ .'Ia FINISHED FLODR tR a ~ m BUFFER eUFFER ~ t o ¢ FLR POCk Mou I w ~ x HALL FIXTURES NT RA L BRACKETS TARGET HOLE o I w o x FRONT REAR WIDTH HEIG AT i'-0' BELOW EACH w ~uiw i Q ~ ~ o " t T~ I FINISHED FLOOR LEVEL. 4 w>Z ° t'-6" i'-6' a i a ~ ra ~ HS-BUTTONS-DWN 2 2 7/8 8 l/E ~ =wzo ~ w ~ z H5-FIRE-INS-UP 1R 2 7/8" 1 a p as ~ P!T LIGHT AND ~ P~W~ _ ~ _ ._t ~ a N ~ 1 I/ O OUTLET BY G.C. zN t ~ (SEE NOTE d) bid-- ~ Wao I o ~ z be v ~ w = I a , 7C ~ tL 4.. ~°7 F-F-Z ~ ~ M YOM t0 JW d SUMP PiT sx~q~ i ~ CAR STATION v v ° io L a> w WBYG~~TE 1 1/2" EDGE OF PLATFORM 01m~az FRONT m " ~ 1 13/i6 FACE OF RAIL FORMED I 'a ~ DATE SYM. REVISION GU DE RAIL ~ ~ INSTALLATION i SEE NOTE 8 ~ DESIGNED PER ASME At7.1 DO NOT SCA ~ SUMP PIT F W/GRATE C 2 N E.~ " ~ FOR: ROCKY MOUNTAIN BOTTLING 0. BY G.C. 4 1/2 FACE OF RAIL ADDRESS: EOfiE9 W, 50TH AVE SECT 10 N V 1 E W ~ 3'-11' 3'-6" CLEAR OPNG, tl" 3'-5" 4'-6' ROUGH OPNG. CITY: WHEATRIDOE, CO 80033 NOT TO SCALE ARCHITECT: FN9.EDFL>>OR TOP OF GENERAL CONTRACTOR: JAGOBS ENGINEERING G FLOORD ELEVATOR CONTRACTOR: THYSSEN DOVER ELEVA SLAB DENVER, CO aETE ~TT~ ~ E-i OIS T W A Y P L A N ,K...~,,. _ ANCHOR 'ti•,•~. SILL THIS DRAWING AND ALL INFORMATION THEREON IS THE F /ERTRAVEL: 9" TOP 8 1/2" BOTTOM PROPERTY OF THYSSEN DOVER ELEVATbR AND MUST NC PDL. SECT.: 3.75" WALL THK: 375- ~ PUBLIC OR COPIED, THIS DRAWiND I9 LOANED SUBJECT JACOSS ENGR. GROUP • CENTRAL REGION FRONT ENTRANCE @ FLRS 2 -RIGHT HANG ~~K51LL DEMAND AND iS NOT TO F3E USED DIRECTLY OR INDIREC ~ ~ BY THYSSEN REAR ENTRANCE @ FLRS 1R -LEFT HAND PRaECrno. P,o.NO, rACNp. HOtSTWAY ~ DETRIMENTAL TO THE INTEREST OF THYSSEN DOVER EL .25" NET AREA 8.3 SO IN D R L{ (o - 1~ 4 O O01 " DOVER slcr~AruR~aArE FASCIA RAIL FORCES NOTE A: OIL PIPE LINES AND FITTENGS 5HALL BE PROPERLY SUPPORTED TQ RELIEVE STRAIN. t BUFFER STROKE: 2 112" IRewbnitted sESiu e ON COMPRESSED BUFFER: 2'-4 1/8" -UFFER) - 7879 LBS. REinEwoA,~ NOTE B: ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT, Il A-PROCEED WIO EXCEPTION~SUBMIr CERTIFIED FL f 1 B-ExcePrwNSNOrE~,REV.+RESUBM~r,PROCEEO1MrFlwf. AT ALL FLOORS Fi • 340 LBS. NOTE C: DOVER ELEVATOR SYSTEMS, ]NC. TO E N T F OF ANY AN I B 0 I TED CH GE TO ELEVATOR tl c~o©NOrPROCEEO~+rNPaB,wEmseaRESU~;ar.. HQISTWAY OR MACHINE ROOM DESIGN, I1R.RECOROOrxv SILL SUPPORT DETAIL F2 F2. 495 LBS. DRAWN DATE E3RANCH JoeNLWeER DRAWING .~",~.d«,,,,,<,,,«„~,.,,,,,~~~r~,.,~,,,„.,..,~.,,,,. NDTE D: ELEVATOR DESIGN & FABRICATION BASED QN ESTIMATED CAB WEIGHT SHOWN. LAYOUT APPRQVAL WILL BE CONSTRUED AS FINAL GAB WEIGHT, UNLESS OTHERWISE NDT]FIED. MM /3I/20D 034 OLI6 t _r . NOTES z• 2. 3/ap ROUGH OPENING TO FACE FACE BE FILLED IN BY. THIS FRAME HAS A I I/2 HOUR "UL' LABEL. GEN. CONTR, AFTER 3'-6" CLEAR OPENING FRAMES ARE SET. ALUMINUM SILL TO BE SUPPLIED. MAXIMUM WHEEL LOAD FOR ALUMINUM SILL iS 900 L85. iii r; ~ ~ ~i~ i~ W / / / / PLEASE ~ ~ ~ VERIFY T 1!8' 3 3/8" 3 I/2" SILL LINE 5' MIN. t RIGHT HAND REQUIRED AT FLOOR 2 (FRONT} l .EFT HAND REQUIRED AT FLOOR 1R (REAR) MASONRY WALL TYPE FRAME 16 GA. DOORS 4'-5" ROUGH OPENING WIDTH 4'-8" ROUGH OPENING WIDTH 5p_L. SUPPORT BY THYSSEN DOVER- M[DDLETON 16 GA. , ~ ROUGH OPENING ROUGH OPENING N~T INTERLOCK ~ ~ KEYHOLE w ~ U `a °t a° ro ~ WTERLOCK I i/8" KEYHOLE HALL STATION" HALL STATION I 2 7/8 X 8 f/8 W/FIRE SERVICE i AT FLDOR 2 2 7/8" X It f/8" 4l 3/8' AFF AT FLOOR 1R o I d5 3/4" AFF Q I I I I i I ~ I ~ ~ S2 41 I ~ r-'t _ AISED DOOR ~ w i r JAMB SYMBOLS I ~ ~ ~ w ww ~ ~ 4_J r ~ ~ ~ ~ ( s z I ~ OPENS ° ~ 9" 9" OPENS i ~ ~ I ~ N N ~ ~ n ~ z I t~ 0 0 I = ~ 1= I Z ~ c ~ w d o ~ N I ~ _ ~ w ~ nn s ~ x x ~ g ~ w w G ~ w W FINISHED SILL UNE 5' WALL ~ ~ p m MIN. LINE ~ ¢ 7 w "B• « a v • " ° ~ ENTRANCE ELEVATION z ENTRANCE ELEVATION R`~~ ~a ~ ~ ONE SPEED RIGHT MAND DOOR & ENTRANCE ONE SPEED LEFT HAND DOOR & ENTRANCE ELEVATOR 1 (FRONT) ELEVATOR 1 iREAR) 2" DOOR TO SILL 1°0 ~ i f/4' DOOR 1/4" DOOR TO FRAME DATE SYM. REVISIDN DESIGNED PER ASME AI7.1 DO NOT SCAT FOR: ROCKY MOUNTA[N BOTTLING E. ADDRESS: f05i9 W. 50TH AVE SILL SUPPORT BY C[TY: WHEATRiDGE, CO 80433 THYSSEN DOPER- MIDDLETON ~ . . ~ _ ARCHITECT; , a ~pCpggENG1;.6R0UP•CENTRALREGTON~ GENERAL CONTRACTOR: JACDeS ENGINEERING GR ~ p 0. N0. pROJECi NO. R, paot S N ELEVATOR CONTRACTOR: THYSSEN DOVER ELEYAT iI b ~s- (~G SEC x sicruTUREmarE [ IR sEwu+ DENVER, CO THIS ORAW[NG AND ALL INFORMATION THEREON IS THE Pi REwe,>rDATE PROPERTY OF THYSSEN DOVER ELEVATOR AND MUST N01 is (I A-PROCEED WIO EXCEPTION-S{IBNITCERnRF~Ee~~~- ~ ~ PUBLIC OR COPIED. TH[5 DRAWING 1S LOANED SU9JECT T p e-ExcEPnoesNaTEO,REU.eRESUeeur, DEMAND AND tS NOT TO BE USED DIRECTLY OR tNDiRECT'. OETRlMENTAL TO THE INTEREST OF THYSSEN DOPER ELE 11 C-DO NOT PROCEEDtMni FPB, RENSE4RESU6MIT I R - RECDRO DNLY ~ <w+R n,~unin+" IF(: IA N(1t RCCPM!Rl.~ c cMi nrv•~i"••v n SECTION FLOOR WALL TYPE WALL 51ZE (FRONT) WALL SIZE (REAR) OPENINGS AT FRAME FIN[SH DOOR FINISH FRONT REPR FRONT f~AR ACTUAL. MIN. MAX. ~ ACTUAL MIN. MAX. O FRONT REAR FRONT REAR FRONT REAR IOUAMTITY)fOUANTITY) 2 MASONRY 8" 10 t/4" 1 ~ a DRAWN DATE BRANCH JOB NUMBER DRA 4 STLS 4 STLS WING 1R MASONRY B' 10 i/4' t ~A STLS a4 STLS MM /31/2(1(1 034 EN165! o-Jr'~y W ~ W ~ 0 o L' ° a z a N a ` = T~ W o x N ~ ~ O LL ~ so Z ~ 16M ~ Q U L J 0 W 4-, i~ 9 ! C 0 A rn a w ; N W •N r C. N d~ L ~ d~ ~o ~ y O N A ` > U ~lm ; d 3 ~ C O ° Y (a d d ~ 9 (O Y ~ Q d w J ~ y O t ~ L N OI C d N C 0 r A 0 > C 0 d N e w ~ ~0) ~ C u d ,a T t ~ O r~ d L ~ ~ O v } N s ~ s Y O C s ~ m I~ ad+ l0 ~ 0- N ~ W 0 W 0 z c I 3 ¢ LL @' . a , ~r rt,..~~, ~ gym. ~,.aa~ _ w -e ,:,,fir n_ u j-; ~ll d° 5, E Jg l:.~,_ f y~.'v' ..L' r~~Y,~:'} fi,. ~ _ au _ _ ~ - ~ ~ , / ~n,R,._ P p ;t - i i _r. ~ d .,2 i n n . ~ ~ ~ . ~ ,,r l { { r m.~ F ~ nd _ ~ s ~ f ~ - a , - , , ~°~c ~ ~ t (~yy ~ ~ e ~ L !.J ,~..,,«~,w..« y ! 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R a ; i ~ ~ ~ ! a f j 1 f ~ ~ 7 S ~ y A F-....- aL { , k" ro ~ C# ~ Ofl4. ~ Ctt fl : ~ ~ 0-21 t ii I ~ ~ r~l } . . z _ ~ _ ,...n w-.a ~ ~e j v . ~ ,.J ~ Q r j i..) i , p ~ ~ ~r y O.zO( 0-fl1 p ~ ~ E ~ ~ _ ~ ~ - D-~ ~ 'v ~ ~ i I U-~~l . - u 1 M ~ ~ t ~ c; ~ ~ 4t _ ~ ` ~ - ,..-..W. _ ~ n I ~ E ..,.~.,,....~,,;w.,,. d, 1 ,rflg 7 rl r4 ~ j r ti} i ~ p l - - tDk i ~ S 1 ~ a r ~ ~ .,.qs. } ~....~.5~._._..,._„,.._ 1 wj' ~ efi p 'li _ ~~fl~ - _ ~N ~I r ~ i ~ ,,r. _ a ~ ~ i 3 i ~ , _ rat . Q~fl4 ~-~1 j 7 1 - ~ F~ !1 i~.. Y_ ~ t ~ { F Q~-01 Q- j a { 0 4OI d1 .l r ~ . _..~,.w ~ . t _ iC J f f' ~ ~r ~ ~ ~D*~T t . , . _ ~ .i j , j 1 I t ` - .$-,y~ ,9~,C'3 f, DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 10006 1 /12/00 Property Owner : Propeity Address : 10619 W 50TH AVE Contractor License No. : 17809 Company : Western States Fire Protection Phone : Phone : 792-0022 ' 01NNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT py certiry that the setback distances proposed by this permit application are accurate, n not violate applicable ordinances, rules or re gulations of the City of Wheat Ridge or ants, easements or restrictions of record; Ihat all measurements shown, and allegations are acwrate; that I have read and agree to abide by all conditions printed on this ation, and that I assume full responsibility for compliance with the Wheat Ridge Building (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. SIGNED DATE ,s Description : Fire sprinkler installation at Rocky Mountain Bottling Co Construction Value : $65,000.00 Permit Fee : $74875 Plan Review Fee : $0.00 Use Tax : $975.00 Total: $1,723.75 Use : BUILDING DEPARTMENT USE ONLY a T A~~~4~; SIC : Sq. Ft. : Approval : KSS Approved by Kent "Sparky" Schriver Zoning : Okay Approval: DM ~ii„ , s a.~' .t e.. ~.,.r, Approval : Occupancy : Walls : Roof : Stories : Residential Units : ' Elec ? COn Ezp ' APP ~ r.,. (z) (3) (qi (51 (si License No : Plumbing License No : Mechanical License No : Company : Company : Date : Expiration Date : Expiration Date : Approval: Approval: This permit was is5ued in accordance with the provisions set forth in yopur appiiration and is subject to the laws of the State of Coloretlo and lo the Zoning Regula[ions and Builtling Cotle of Wheat Ritlge, Coloretlo or any other applicable ordinances of the City. This permit shali expire if (A) ihe work authorized is not commenced within siuly (60) tlays from issue tlate or (B) [he building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be atquiretl for a tee of one-haitthe amount normally required, provitled no changes have been or will be made in the original plans and specifications and any suspension or abantlonment has not exceetletl one (1) year. IF changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the ne[ural flow of water causing a drainage problem. Contractor shall notiN the Buildinq Inspector hventy-four (24) hours in advance for all inspeclions antl shall receive written approval on inspection card before r. awings antl speciLCations shall no[ be consimed to be a permit tor, nor an approval of; any violation of the provisions law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : , BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : R oC,k ~ VtiA+n •(~o'i,41 i n~CO , I Property Address rl, bj • Phone : Contrector License No. gQq LO) Company : -54-C...4e SFi r-2.. Pnone : C 7b -Loq l- 7375 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbaek distances proposed by this permit applieation are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrietions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ritlge Building Cotle (U.B.C.) antl all other applicable Wheat Ritlge ordinance for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED 4~_DATE I'I2' CIO Construction Value : Permit Fee : 74b•. 75 ~ use Tax : C~ 7--) Oo Total : Use: Description : =A-Ar e BUILDING DEPARTMENT USE ONLY Zo'tiTii~rl~:; SIC : Sq. Ft. : Approval: Zoning : Approval: ` Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiretion Date : Expiration Date : Approval : Approval : Approval : (7) This permit was issuetl in accortlance wtth the pmvisions set kM in yopur apDliwtlon and is subject to the laws ot the SWte o( Coloratlo antl to the Zoning Regulations antl Builtlinq Cotle of Wheat Ritlge, Colora0o or any other aOPliraEle oNinances of the City. (2) This permit shall expire K(A) the vrork au[honzetl is nol commencetl within slxly (60) Eays from issue tlate or (B) the Euilding auNOnzetl is suspentleE ar abantlonetl tor a penod of 720 Eays. (3) If ttfis pertnit expires, a new pertnit may be acquiretl /or a fee of one-haB the amount nortnally requlreq provitletl no Uanges have Oeen or will Ee matle in the onginal plans antl specifiCations antl any suspension or abantlonment has not exceeEetl one (1) year. If changes are matle or d suspension or aGanAOnment exceeES ane (1) year, NII fees shall be paitl br a new pertnit (4) No vrork of any manner shall be tlone tliat will rhange the natural Ilow of water causing a tlrainage problem. (5) ConVactor shall no0ry the Builtling Inspec[or Nreny-four (24) hours in atlvance far all inspections and shall receive written approval on inspecGOn nrd before proceediing with successive phases of the job. (8) The iuuance a/ a permit or the eDProval ot d2wing5 antl specifications sfwll nol be conSWetl to be a pertnR for, nor an approval of, any violation M the pmviaians of the builtling coAes or arry oNer artlinance, law, rule or regulation. Chief Building Inspector . ~ ~ ~ 8.4 5.8 3.2 1 ' U of PAIN EiNE PLC fCNiROL PAtf1 w t ~ ~r r 1 1 ' Qwlx LINE AREA I ORiYE PANEL _ J.._____._____ ..------------_._--a------ K of WiINLIhEAREA2DRlVEPAI~L of PP-X5-01-00 i ~ w 1 ~ , ~ - ~ i~ '1 ~ s SP-2S-01-00A (ERiSTINGI ~I 0 't~ , i ~ j ~ ' ! (d}sP-n-ai-ese IExssnNCt ~ i ~ J I ~ ~j ~i 1.5KVA (RMISFCRYER 4EA(STINCI E ~ ~ 4 . i ~ ' ~ e ?SKYA 1RANSEORUEA IEk151iNGt 1 t. _ _ 9 - ~ _ _ - - _ _ _ _ _ - - - _ _ - 0 ~ r ~ 11 i ~ 3 ~ oa'-25->DI-88C (E%l5T(NGI . ~i , ~ ~ t~~- '0 1N;C 1661EAISItN61 0 '~'~T Y, ~R26 "'l%- `o f n YC€ 16A IEkI511NG) CKT. 2 ~:I p tt PRD-LASER PAfAI ' ~ 1 ~ i3 t~ERATOR STAT{Dta - , , 1' ~ _1. H ~ - a._. _ _ _ _ ~ ~R25 ~ 1. Art ~cnxsuiloN ~ ' ~ 15 IoCP : CDNTRDL 6 PHIYE PANEL . r- - - . ~ ~ ~ ~ ~ I~ I i m lOUP 2 CDNTRCt 6 DRlvE PANEL , ~ t ~ ~ u Loot/ 3 Coxtaot B 6REYE PANEL - i-_-i; ilrr I ~ ~1 , t ! e LOOP 1 C to . ON CC GR[Y PA k E _ i~ t$L . ~ . ~,i~R~4 ~ ~ _ I ' } G.I _ ~ _ _ . _ - _ S CCNfRCI S f)fiIYE PAt~I 7 i - KY. -4 I ~i - _ _ ~ Is LaP P_ _ 7 t-11a~f-_ V _ ~ ` ~-~r~ - 1 _ ~ ~.~OP 0 CDNTRCt 6 IX{tYE PAt$L f Ali ! 0 ~ ~ ~ 1 toi ;C(P 7 CDNTRCL 6 oR(VE PANEL 1 ~ ii ' . r._.,. i.. , , , - . r_. tt ACE SERVER . t +i - - 1 It 2S 4AIN LINE AREA 5 6RIYE PANEL iii ~ I im ,'~,-n _y 1 i , ! ~i.•, eRl3 tt YAIN LINE AREA ~ CRIVE PANEL . CKF. 4 ` r ~ ~ - ~uAiN LINE AREA 3 DR(VE PAIL I r, l., ~ I ; ~i an SP-;5-01-84-1 ~ i i ~ y i. o i I~ ~ f ~ It SP-25-0f-8~-1 1 l _ ~ y i ' td 15AYA 8 7T.5KVA iaANSFCAuER 41'~~ CKT, 1 ~ oa` 0 - ~ f 3, , ~ , II` CR 21 ' fir' _ 't *r-'. . .,1 ,,n ~ ~.-~,r~ - ' ~ ~ 31.SYYA fRANSECNikR I - it I ' ~ I ~-i--~'~ ~ ~ ally: E3$~I{ PA,tEIIZEA i~TRS Cd8(t~i J;i r-r- o - ~.I ~ ~ ~ ~ t~" RT, ~ , ~ i>~- Ati, - ~ n Af/A2 Et►ET€ PALLE1f2ER CCNt9Cl tABL'£i t - ~ ~ ~ ~ it I- ~i A CR20 _ s. t , QK ~wN tCMYETCR PuaEt _ - ' ----~~i ~ s KAUFILW 11aAVPER PAIL ' SI ~ i F' O ` ii 1)~ N t„ ~ o ~ ~SIRAPPER dl tOtTROL CARII£i 17.E ~ xa' ~ ~ . r - - ~ _ 1' i(RA?PER d2 CCNTR-0L CAR[IfT d _ ~ ~ ~ r~tiWN fCNFRtII CABfh'El d) NfA CAR . , E ~0 ~ ~ ~ ~tUAO FAG APPLICMiCR; CKi. I _ 1' ..;,.ter .x...Q,y - -r --R i - _Y ..i _J.--h .mod .r__..d~- ! j n ' ~ i. I o ~ _ ~ ~ , r--r ~r ~ N T tt ~ t ,7 ; ~ I ~ 2 ~ t ~ 1. 76 off: id .9 ~ H -w ' - 1 - ;f.3 ~ r p i. (.~tJVE~d(~PJT nF,,tp Ga, TAClE~ ICR1 20 ~ RC ?6 AND LOAD fAG AaPL(rArOR ,r ;a~~~ ~ ~ ~ t ~ ! ~ ~ ARE FEED FK~,±~ .ANELB~AR>} SP-25 0!-06. C(RCU!i NGM,,,.RS ARE ,,>~f;_ _ . t>r ~ LOCAicG PitX~ TD iND DFY(CE. _ a Z ~ E ~ ~ ' I _ ~Cr~11 AA ~>,L. A . J~ ~ ~~i 1 4 ~ , I' , ~ ~ _ 4tl^ 1-w ~'1r' ~v Y ~ ' F . s 1, ~I - ' t t ~ ~ ~ ~ r ~ ~ C y.. ~ .i t t ~ _ ~ m . r, ` S ~ W - - - ~ - i . -I ~ , l_ . ) ~ ; ~ 0 3 ~ ~ I ~ ~ R ; t a ! ,1 C ~ IV E D ~ I ~--ti - ~ r. AN 2 f 2000 9 8 7 6 5 4 3 2 1 SC RIBA BE E 1'Rl INfoawTlCt1 tp1lAlffD }IEREIN CotbTtNTES OWENS•6ROgCWAY - - - - - _ - _ _ DRAWN 6Y DATE CI£CKEO Or,.DATE _ SHEET NUN~R ~ REV PaaPaIETAar fgfloENTlu ATO TaADE sEtaEi onK ucA 11-2 OVERALL POWER PLAN INEOawTItN a o1~N5•ILlIN01S INC. At0 IS t0 ""'~R aASSa«rNfdLuddAerieY a - - - - - - - - - BE ACLEPTEO 5L&IECi TO THAi L1pER5(AN)ING. tR[NCt t0tID0•p° - - - - - - - - 1}fllLfllflf7Et /ADROVED Br~OATE _ E-207 IT IS TO eE KEPT CpFfOEN(IAi Aro !qi TO 8E sw~d, ~ ooNr.IER RuLI ExnH d, al-I%a~ _ _ _ _ _ - - _ FLL z WHE A T R " A N MA R DRAM'MN: IA.~R No. ENGO~EERWC b RESEARCH DEPAttTA~NT AODENJIAI dl ,Igd 12-a-99 - - ,l 01-05-BB A~ ITEyS ~iHRA1 39 j~( y~, - - ~ pgp,~oT IflGE J~ trelEO, usED cR tarrErEO To orNEas elTHOUi vERRYSeuRC.oldo - - ~ scw.E~ie' = i'-0 8145 I~~8 G-2929 CNENS-IILiNO(S ARITTEN AUihnRltilAliCN, od,.d sdc,.stww ISSUED FOR 0Y OATE M ISSUED FDR BY DATE la NO. DATE REVr510N n u NtAUBER ~ PLANT NO.SS 11F{Ai A(OGE. CO. I I ~ t~~l i i. .,i ul', i'r ~il i'Y I. ~ r ~ ~ I ~ I s I ( 1 SCKIM' RIiEE$ k5 q t 1 S ~1 7 d 1 tl i~2 0 1 ~ 6 1 tl q N ~ i 70 i'1 0 I 1 1 f 3 6 7 d 1 b 1 ! 6 ~ 2 U V2 V0 0 I F 8 11 b 2 2t1 (2 3 !q 'Ifl V4 0 1 z s ~ 20 m M td t2 q d a s a _L_- , 1 y t ' , PP-25-01-06 3+6, t+6 CND - 1'C. AUA2 EVNETI PAEEETIZER CCNIR0. CA81NEr Ec PRdYIDED BY OTHERS AIrA2 EU4E11 PAL~EiIZEA StetKER CABINET j 6+10, ,+t0 GNO - n'C~ 3+10, t+IO GND - ~'y'G. .J ~ J STRAPPER ti CONiACL CAB(NFf 3+10, 1+IB GND - }1C. ~ ~ SIRAPPEA +2 CGNfAOL CADlNEi ~ ' KAUENAN CONVEYOR PANEL ~E + n+~A, i+t06N0 p'G. }+~0, 1+i0 GNd - M,'L. J KAUfNAN WRAPPER PANEL r°`~" KAUFYAN CAB[NEi +I KFR CAR ~ ~?1 ~ SP-25-0 t -06 2+2 t+7 :+i' ~ S7.5r.vA rq;0, 1+1 Gr10 - 2~'C. 8+12, 8+11 CNO - ~'C. T 10 EOsD APPI(CATOR AND CONVENIENCE RECEPI~CLES. t i `~,•i y j I 1 i r r i t ct 4 w t g Y ~ I ~3 d 3~ iV r 1 a V 4 g 240 N2 J~ ~tiC INC. ~~~GS ~RtBA IrfDRwTICN CCMTAINrD NEREIR CIYbtltUTES . _ _ - _ - _ - _ _ - DRxwH Br DIE PROPR1EtARr CCKIDENTik AtQ TRADE SECRET oEt~t f CIECRED Br.`D.siE StfET RIAiBER REV Ir~caw,ia ~ aIENS•nuNOls INC. uo is to '~R ~ axis o+nrE~,e ~a~+r» a = - - = - - - - - - °t-~-~_ •D~RDVED s3.uGA DALE WAREN4USE RISER DIAGRAM E-227 i BE ACCEPTED SUBJECT TO THAi UNDER61k01NG. RfF[afr+c[ - - - - - - IT !6 iD BE KEPi CCNFIOENI[k AND NDT TO BE wE7 'ENCNEERING w RESEARCH OEPARTNENT e - - - - FtE 2929e227 u p ORAWMIC NUR3ER ccP[ED, usEO aR caNVErEO rD oTNER6 BITNaUT ~r BSIB.LENrIN , I-11-eD - _ - ~ 01-IW00 NEB QR,~MING ISSUE _ I~ - - ~C7 Q 'J~j WHEAT RIDGE A MAJOR r^- gIENi-illl'10(S WRITTEN iW11Kxt1T12AT(CN, res s seer.sr~oa ~ S~• ~ ISSUED FOR 8r OaTE u iSSuED fOR Br DIE N N0. D~7E REVSron °.t0'• n ' M SCE ~ R ~ • ~ / v PLANT Np,S~ BF~AT R[DGE, GG. V 2929 iCH.wG RtW.ES FS o , t ~ s s e r' e s a a1 o t e q u w r r p t`~ I + I~ i i,. I i; i t o i z 7 • s • s s e q ~ 0 !S t W t S - 4 s o v2 vD~ D 20 ~ a2k 'µu ~ iZp 2 A•._1 ~ ~s ~ 7 w< r Mar 09 00 10:18a p.2 7500 WEST 29TH AVENUE WHEAT RIDGE COLORADO 802 The Ciry ol NIHEqT O~ p %Vheat i ~ 9Ridge Io R a~o ~ 15 March 8, 2000 Darin Morgan Wheat Ridge Building Department 7500 W. 29"' Avenue Wheat Ridge, CO 80033 Re: Elevator Plan Review-Rocky Mountain Bottl'mg Building 25 Darin, The elevator plan review for 10619 W. 50'h Ave. was completed on March 8, 2000. Listed below are the items that must be comcted. Drawing FB2506052 - Skeei I • The pit ladder shatl extend a minimum of 42" above the iloor level at the lowest landing. ASME Al'7.1 Rule 106.Id(2) Drawiag EB2566584 - Sheet 2 Elevator Machine Room • Provide fue extinguisher. ASME A17.1 Rule 1206.1(h) • Furnish overhead lighting. ASME A17.1 Rule ] O1.Sa • Relocate mainline disconnect to northeast cornet of [he machine room, within 18" of the strike side ofthe dvor&ame. NEC Article 620-51 • Fwnish GFCI outlet. NEC Article 620-85 • Pmvide a separate branch cucuit and disconnect (with ]ockable cover) for ihe elevator cab lights. NEC Article 620-22 Elevplor Pit • Provide pit light and switch. i.ocate switch adjacent to the pit ladder. ASME A17.1 Rule ] 06.1 e(3) DrawiRg CB2500010 - Sheets l Bc 2 • Provide smoke detectors at [he elevator machine room, 2"d floor elevator lobby and top of hoistway. petectors shall be used for initiating elevator reca]I only. ASME A17.1 Rule 211.3b (30.4) 234'5900 • ADMINISTRATION FAX: 234-5924 . POLICE DEPARTMENT FAX: 235-2949 Mar 09 00 10:19a Page2 Roc&y Mountain Bottling Building 25 Please feel free to contact me with any questions regarding my review. Rcspcctfully submittcd, Randy Pa L'levatorlnspector p.3 Mar 09 00 10:18a Fmc Ta Building Irspe~.tiais - Darin Morgan Fromm Randy Pabst Fmc: 3032352857 Pham 303235.2850 Poages 3 pats March 8, 2000 Ree Plan reuievr~Rocky Nttn BotUing CC: ❑ UrgeM x For Rwriwv ❑ Nwe Conrnak ❑ Plasss RMlY ❑ Plesea Recycla • Comments Darin, p(ease refererice the endosed & call w+th ar'ry questions. Origirral & prirrts to be relumed tonmrrouu. Thankyou, Randy P p.l HP OfficeJet Fax Log Report for Personal Printer/Fax/Copier DEVREVFAX 303 235 2857 Mar-09-00 02:34 PM Iden6fication Result Panes Tvce Date Time Duration Diaenostic 93034627001 OK 04 Sent Maz-09 02:33P 00:01:12 002486030022 z4.n City ~UCIge Fot x r-n i tu~, 1 7500 West 29'h Avenue Planning; Parks & Recrention: Public Works: Fnx: • Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 D ATE Name: Organization: Fnx: Phone: From: Dept: Subject: # of Pages: Comments: - 70/ Planning ~ Parks & Recreation ❑ Public Works ❑ s Original to follow in the mail ❑ Yes ~ No Arvada Fire Department Organizational Excellence In Fire, Rescue, and Disaster Services. , TO: City of Wheatridge, Department of Planning and Development FROM: Arvada Fire Protection District RB: Plan amendment for a 40,200 square foot industrial building expansion located at 10691 W. 50'h Avenue. CASE NO: WZ-99-11/ Rocky Mountain Bottle Company The following are our site review comments; i) Fire flow requirements for the proposed expansion to be capable of suppiying 4,000 gallons per minute for a two (2) hour duration. Provide current fire flow information to support this. UFC 97 Appendix iiT-A. 2) A fire hydrant shall be installed and maintained within 150 feet of a fire department connection serving a sprinkler or standpipe system. Provide additional hydrant as required. iJFC 97 9032 amended. 3) Water lines and fire hydrants shall be installed and operational , and capable of supplying the required fire flow for the site prior to above grade construction LJFC 97 901.3, 903 2, 87043. 4) Any code requirements arising from construction will be addressed. Sincerely Kent "Sparky" Shriver Fire Mazshal Arvada Fire Department P.O. Box 3-13; 6503 Simms Street *ARVADA, COLORADO 80001-0060 0 (303)424-3012 0 FAX (303)432-7995 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80215 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 October 4, 1999 M-r. Steve Axcel Jacobs Engineering 1670 Broadway, Suite 3200 Denver, Colorado 80202 Re: Rocky Mountain Bottle Company, Building Expansion, 10619 West 50t° Avenue - Approval of Drainage Letter Amendment, Grading & Erosion Control Plan Dear Mr.Axcel, This letter is to inform you that the drainage letter amendment, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the drainage improvements the engineer, Jacobs Engineering, shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West SOrh Avenue and/or Miller Street as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 50`n Avenue and Miller Street on a regular basis such that they are free of construction debris and tracking from construction traffic accessing the site. 6. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. I ou have any questions, please contact me at 303-235-2868. i cerely, G eg K~udson, M.P.A. Development Review Engineer cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Steve Nguyen, Traffic Engineer %rin.MOrgan,~Rodes Adminiatrator , Meredith Reckert, Senior Planner John McGUire, City Surveyor James Jacobsen, Eng. Tech II File RMBOTTLE-2.LTA 0 ; F ~ ~ v 0 Z ~ m O m ~ a ~ m ~ ~ ~ m s ~ m m ~ ~ ~ 0 o n C od ~ (D = (D O ~ ~ S ~ m ~ N ~ a ~ 3 0 N CL 0 P , O t d n O S t (D y O ~(D ~ ~o 7 tQ < 0 m O 7 (A m :r t°om d C M 3 ay ~:roai o; N C) r° a < o " ~ ~ N C ~C n ry Of ~ ~a O M N fD 3 f A N y IG N O 7 < a C- 0 v 0 m a ~ ~ ~ ♦ ♦ 0 MN \ / L J F-.1 L J ~ ~ n ~ 0 -n o C ..W.v c x w a 'n N ~ ~ ~ M cn ~ ~ m W C r ~ ~ YI 0 s s m Is Z O m < m v^ Y/ G W ~ c n 5 m 0 ~ : ~ d a - ~ w cr ~ $ N S ~ < ~p ~S' ~ M a , 304 a0~ ~ o ~ ~ m 0 s k, ~M ; . y O J ~ m U2~ ~ O 3 iG . < 0 m M 0 ~ c~o m ~ < N C w ~ 7 S ~aw ~a CD~ O y O f A IC A ~a o ~ » N N y C ~ c c~ ;o ~d ~a C-L~ O U) N ~ lp 1D_ 3 o, E ~ N fA ~d ~a C- 0 Q Fi ~ a ~ ik ` ♦ ~,j ~ /"F • ~ ~ r•1 X ~ (D n ~ T w =w D N v m m C WEN r A I~ It v ~ ~ 3 GJ '~1 The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat GRidge Mazch 8, 2000 Darin Morgan Wheat Ridge Building Department 7500 W. 29`h Avenue Wheat Ridge, CO 80033 Re: Elevator Plan Review-Rocky Mountain Bottling Building 25 Dazin, The elevator plan review for 10619 W. 50`h Ave. was completed on Mazch 8, 2000. Listed below aze the items that must be corrected. Drawing FB2506052 - Sheet 1 • The pit ladder shall extend a minimum of 42" above the floor level at the lowest landing. ASME A17.1 Rule 106.Id(2) Drawing EB2566584 - Sheet Z Elevator Machine Room • Provide fire eatinguisher. ASME A17.1 Rule 1206.1(h) • Furnish overhead lighting. ASME A17.1 Rule 101.5a • Relocate mainline disconnect to northeast corner of the machine room, within 18" of the strike side of the doorframe. NEC Article 620-51 • Furnish GFCI outlet. NEC Article 620-85 • Provide a separate branch circuit and disconnect (with lockable cover) for the elevator cab lights. NEC Article 620-22 Elevator Pit • Provide pit light and switch. Locate switch adjacent to the pit ladder. ASME A17.1 Rule 106.1e(3) Drawing CB2500010 - Sheets 1& 2 • Provide smoke detectors at the elevator machine room, 2"d floor elevator lobby and top of hoistway. Detectors shall be used for initiating elevator recall only. ASME A17.1 Rule 211.3b (303) 234-5900 • ADMINISTRATION FAX: 2345924 • POLICE DEPARTMENT FAX: 235-2949 Page 2 Rocky Mountain Bottling - Building 25 Please feel free to contact me with any questions regarding my review. Respectfully submitted, _ ~_`t~' Randy Pa ~ ElevatorInspector 0 ; s d v ~ O n C \V m ~ ~:r v ~ wQ O 0 ~ 0.. ~ ~ ~ ~a m ~o ~ a0 0 Sp O oe. t to m m ~ O 3 U~ y O a ~to ~ •C,_•, O, ~ ~ 7 1 0 R < c O S ~ oT M IC p r~ y ~ C- 3<= Q r 10 ~ O d ~ 7 'r 3 a H c, N {C f~D ~a o ? M N N o~ y C ~C n~ ~ ~d a ~ s O ~ N d • w N N o a 1 ~ ~ LWJ (D r 0 ~ r01 u ~ ~ 0 0 W T w =W vN OD LTI ~ Ul ~ m C ~ v ~ Y/ v ~ ~ 3 ~ ~ ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10147 BUILDING INSPECTION LINE - 303-234-5933 Date : 2/22/00 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10619 W 50TH AVE Contrector License No. : 18224 Phone : 425-7863 Company : Robinson Mechanical Company Phone : 443-2505 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliwtion are accurate, and do not wolate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ailegations made are accurete; that I have read and agree to abide by all condRions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Install a/c unit Construction Value : $10,000.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $150.00 Total: $331.25 Use: Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (7) This pemit wes issuetl in accordance with the provisions set foRh in yopur applicatian and is sub1'ecl lo the laws of the Stale of Colo2tlo antl to the Zoning Regulations antl Building Code of Wheat Ridpe, Coloretlo or any other applicable ortlinances M the Ciry. (2) This permil shall expi2lf (A) the work authorized is not commenced wRhin alzry (60) Cays from issue tlate or (B) the building authorizetl is suspended or abandonetl for a penod M 120 tlays. (3) If this pemit expires, a new permit may be acquired for a fee of one-half Me amount noimalty required, providetl no changes have been or will be made in Me ...,..e -w e.,e,.W-ar~ ann anv suscenslon or abandonment has not exceeded one (1) year. If chan9es are matle or if suspension or abandonment exceeasenc ly yca.. .w. 1- 1o.~..., r...... (4) No woik of arry manner shall be done Mat will change the naturel flow of water causin8 a tlraina9e pro em. (5) ConUactor shall notity the Building InsDector lwenry-four (24) hours in advance Tor all inspections entl shall receive written appioval on inspection cartl before proceetliin9 ~'ith successive phases ot the ~ob. (e) The issuanfe of a pemit or the approval o~drewings and specificetions shall not be consWed M be a pemit for, nor an approval of, any violation of the prov i s i on f the D' Ef cods or y oMer ordmance, law, rule or regulaNOn. 0 s Chie Building I , ector ,DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : a fa,Z/ap. pp 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : 6poKb Property Address : )0 (p tQ ►J •Sp+bt r1v"C_ Pnone :3~,j,3 c f,Zg` 78'63 Contractor License No. : 1 g;d ~ Company: (CaAo%.isoVa Com= PhoneA03 ~JY3 .2305 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : i6~ I hereby certiy that the setbaek distances proposed by this permit application are accurate, pgfRllt FeB : and do not violate appliwhle ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictians of recortl; that all measurements shown, and allegations Use Tax : made are accurete; that I have reatl and agree to abide by all conditions printed on this application, and that I assume full responsibility for complianee with the Wheat Ridge Building Code (U.B.C.) and all other applieableeat Ritlge or; inances, for work under this pertnit. TOtal : (OWNER)(CONTRACTOR) SIGND'0`TE a ~ USB : Description: ~u5f9ll (furk CT!/;,-ttw ) BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : HFIua ~ Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : 18d.Ly Company : Company : Company :4614„nJ /hecl+~lc~l . Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pemit was iseued In accordance wiN the provisions sel forth in yopur application and is su6ject lo the lavn of the SWte of ColoreCa and to the Z.oning RegulaHOna entl BuilCing CoOe of VJheat Ritlge. ColoraEO or any oMer applitable ortlinances of the Ciry. (2) This pemiN ihell upire if (A) the vrork authonzetl is not wmmencea within siMy (60) days from issue tlate or (B) the building auUonzetl is suspenEeC or abantlonetl for a penod of 120 tlays. (3) It this pemtlt wpires, a new pertnlt may be acquired tor a fee of one-half the amount nortnally require0, provitletl no changes have been or will be matle in the oriymal plans antl specifiptions anE any suspension or abanEOnment has rwt exceedetl one (7) year. If changes are made or if suspenslon or aEanOOnment exceeES oiro (1) year, full fees Shall Ee paitl br a new permiL (O) NO vroile oi eny manner shall be tlone that will Mange the nalural Bow o/ water wusing a drainage problem. (5) ContraRW ahsll notHy the Builtling Insaector twenry-rour (24) hours in advance ror an inspecdons and snall receive wnnen appmvai on inspection cartl beforo proteetliirg wiN suCCe55ive phases ot the 1~ob. (8) The issuanx of a permit or the epP~al ol tlravrinfls anE specifiptians shall not be consWeC to be a pemitt for, nor an approval of, any violation of the piovisians W tha building w0es M any oMer oMinance, law, n,k or regulatlon. Chief Building Inspector FcB.-15'OO(TUE) 09: 52 GLASS ENGINEERING TEL:303 425 '886 P.001/004 ^ ^ ^ROCKY MOUNTAIN BOTTLE COMPANY^ ^ ^ Fax Cover Sheet onTE: Fabruary 15, 2000 T0: paRen Morgdn Ctty of Wheat Ridpe FROM: pAN ARMAGOST RE: SCRIBA ELECTRIC CC; TIME: 8:39 AM ~ PHONE: 303-235-2853 h~ FAX: 303-235-2857 0 PHONE: 303-425-7841 FAX: 303-425-7888 b` Numder of pagas includinp cover sheet: 3 Message As cequcsted Contractor supplied documents for Ciry of wlual Ridge Licensing. FEB.-15'01)(TUE) 09:52 GLASS ENGINEERING '4 -1 l~'~~~~. { I ~ ':la" . ~I~~KC~•N`M/ . . ~ ' ~ . . , 4 , . . PEL:303 425 7886 P 002/004 Company : uNITED ELECTRICAL CoNTRACTORS CityLic : 19897 Address : 10314 W. ARKASAS DR. Phone : 986-8107 Clty ; I AKE1NQOp GO ' 80232 Fax : pate Issued : 2129/00 Type of License: Expirotion Date : 2128101 Electrical Contrac[or ~in l~. CHIEF BIIILDIN SPECTOR UNITED ELHCTRIGAL CONTRACTORS 10314 W. ARKASAS DR. LAKEWOOD, CO 80232 EB.-15'OOITUEI 09:52 GLASS ENGINEERING , i „igrvh~^1: FOx" n4 ; n,s aPplicant fp1( 1, I, seS fonh bpln+~';,i isxnqo~P ui a G`RF~ plNinbplj 2. :'Tpe a~id/or ~i „ ~ r . IIOAiOfi;~I Wor$sttj ~ imprQYp,~ ~ 1 Rov~1"p}jj Tb i arc pq~`a 41I the npove_~ ! " Wqlrks ~e~q g, ~ ~ collspAlta.aU~U1Q~~ stnictNre is nnC Scdiba 109) Tha GytY !A n4t fi may 6a affpcted'b k~ 1~~e;"F l I I I ' ~ 5~11~,11~, 1 n,f ~1 1 ~PrFff !t~ ~R~c'spn~FY, ?f~R~►~~ ,~PArhvali'p t,p~' xltG drr °a I~Ipf7ePart aqd~il : , oJEbts qvl~el TEL:303 425 7886 P.003/004 i ,r ►T/'~ ~ '~QTi' 7~ A 4; Ti ;e, [ d a hcri cy jn conne yf fry • I }4 FIa I I ' J; i ~i'f l ams ~nd ~o~ldiklons ~ , , i I y r..,. ~4y r . a~spec[ions aud any nece5sary,qFr~etloqs of eleptnc~l, i,, ' s ections are crfWmed Divis on m:• ~P p . bY~14a~~~~ 1 AdmQ 'requiremwts Per the aPP*QVe4. Rlte bKadul¢ Plpn; pucJ~,teport and plan is appliwble ,[~qr{:all residenU&1 +ind ~ %k,f'tq~l dcainaCe report ~ pl~t; pertifiwt~pp u rj lee~ 'of rr.cord. Lnspection +ue pQtfarmed pY the.lRqbJic ~ W1ir.atrR*o of ~ r~yRl~`p '~IF maY b4 Pro«ssed ini l{o{~' eonAl*u~4pll~~aid~^~t~~~NUIIF~ ~4", Perff {hasp iil;peCGIPnS.dr provldes ~I~e r , and rc~,#v4 aire':>onp'taVcMprits rns~,iFations ~ . a1ip0& u~d,~p~ piv~rion ~ y,jl IP ~ AY P~anoiRC Hnd 7~G0i~ ~u~ldipF oad ~uh,~~` ~ ~nP.1;~I1r-FiosJ Inspeonon by ~!R:~q11~i~g AW4on ~lae~ Co~~c~i~ pf.~'qb ~cyinor pamisioq f°r PxllhallQFtUpnDaY'.PY fl{A 1 Aorti('af Aceuponcy is ,pssucdr,(pq~farm, RuUdlins' Cnclp~ 'Ta i . T RP uY reA] est.lt~ clo;iugsor oCher agre~nents conceminl the pmp e~ty'wfich eomppte the $¢pve ite~s and obtain a. Cemficate of Occypency. t llave read, unaers"d a I na q6'me ta tha fpregoutg rarms and conditions ~ ' „~7'~r.:,¢'~ Name (please p Sigp~tµre: n -C/ ~r ~-rn,.~ ti „w.1rn L.--n~er- . iR , , A , » r c ~ 0 . TEL.303 425 886 P 004/004 FEB -15' OOITUE) 09 53 GL.4SS ENGINEERING ~ , I ~ , , A~ ~ .~'dA ~~,rl Ai~~ 3Q ~ ~ ~t~ , ~ pate. 2I7~OA~ 7.5iiQA1~( ~R TH AWNW , ~IMH~I#T RlIPGEk ,FR,1~0R215 _ (3P~-235•2855)' ~ , , ~ Phope~ao3-osd0 'V fiorH~ E c°!VTf~~~7RRS Phoq~ : se6-6107. , 1~~~' ~Q`fA1~ sl~ Uhh Of uNaFRSrnNpiN6 ANp ArN, MF-Mi ~ c4q6kuGtfon alue : siisno.nP 5t I. 0+,b ? 92G, Fee k° e sa~rArk Qlsla f~a (n{aaed p~ Is PAi ~t o Wioaiio~.q~ W (~arrqit Y Q• 14 ~~vr~t ~ p , d~y!l;v~~ll~nhla n~nap~e' (ii~s Qr f~o~ I~IM ~ih~ f1'~Rwnt k de rQVi~ i QA~ s or,feeln P B.Nf f~PAfAi 111p~ ~r~aaouR+nle~l~ B oWI11 qn g H PhB ~ RlAf) RdViLW,F p1 In a d a 1~ 1 a 41 n I A t I h. W d o d a l' f J ~ 1 A P~ ~ P' a ll u mpufons{~r ~nW P A ' u $ 17 2 50 apq i a t afis u m ay I I~~~s n~~ l ~o,r F p~Pi~anca w~lh ma 4NIAA~ Rlqp u djqp ' sg T a x .'sl ~fhaPeppNS~,P ~t~IPP9AIQ! ncns. rMrorkunAarqs~~ 4,i. f , . $381'.76 , i :,PATE tcriNN~R1(CONI'~j/~CTaRI Use . , ReSGript~qil INSTAI-[; FI,ECT~IcAll- fFFAERS PER PRAVNNG'E-227.' ' ' ' ~,~UII~PIN~ OEPARTMENT USE;(]NLY., , u~~ SIC ' ^ Sq..F.t. : ~ PENDING EpUIPM9N'f~4~ATIQN PI-ANS i pp ~ . ~ ~ ~ 1 ' • rayal ~ pM A , v ~ I ' S s~ R : • AccuQanay t, , I '.walls' Poo . f efildpntlal Units , tec (cal LI~ sP NQ <Plumqing License.No' MachanicafLiceqse No ` ' F '(~mpan~ r QomRanv OQmpany : i ' Facpljatlon Pate s ~I Exp►ratiaq Pata Expiratio~ pate r' ApProval ; ' Approva[: A0PfoV4l o~el~e ael fanh in Y°P4r,pplmaUnn 9fd U oud1e~t to 1118 laWS ol Ihe SiBlO of Cdpl~GO arA b 1he Zoplnp ; . . (A 7hls patinl WPtl Ianln acmf4Bnce wim Iho prv Re~iN~yqap p Mnd Rul ~~a• N 0. WheAt Rla e Co~nrodo or anv ainer apqiceae ordnanrec af Ihe Flb.. . . a6a rba ror e o a(b) ~h° pulMlnO aN~arfuC IB suapenCeC or . . Thfs' e~ll ~~hafPze4ls na mmmancea wiyi7jl31xW (~IAaY! «Wf,l~~ dale Pw~w 7 Y' ,If iMe pMnMtWkee, 4hqw PprmIt may Va ecqulneq far e fea ol uio-haU ine emount nmmalry mqulreC, prwldeC no Manges daw heen awin pe made In ihe (3) eAplneI aene e tl cqedflmNnrys rnd aro/ ~Aai w nsqn pr a6endunme~l ~es 11e1 ok~eadp~ W!e (tj yoaf. I~ U1BflpaS ve ~ade er if o4epenel~ v aCarwonmen! e.ceede a1e (iSvwr. MM rou ~nan eo p1dw a naw rmlG ° . (41 No worK af eiry fronne~alwW Ie dane wl4 dl~~ ~ha naluml fl of wa~ef ta4rlnB a tllal~dpe qoplem. mopod twopb-four (29) hounavin aa+ance Por au Inapeclbne arq chag AacelvB wNlen appmval on Inepeclion c+rtl Dafare ~6J ConlreGq enall, noryH lAe BuNaInB x IIrW WIN Buaecqvs BB W e n6. ~ .(B) e WyalKa q19 P9fI1~M141 ~~fQ~tl~~e aM cpedArailane ahall not De [d1MNW b(Id e ppryNl for, rwr en epp~vel ol, qnV vidafla~ of Ilie PfoNSbnB o uro 6yplnB 6r~ ~r4mence, law. rule a re941ail0n: Tw- . „ „ f{ 3 [ . uogein6ai jo aim'mel 'eciueuipio iaQjo Rue io~apoo16u suoisinad ay) )o uoqelo!n Aue';o lenmdde ue iou'joy Iiwiad e aq ol pam)sum aq lou lleys suopeoy~ds pue sBuimeip;o lenatlde ay) j01luuad e lo a; 'qol ayl jo saseyd anissaxins yi!m wojaq pjeo uoiMdsui uo lenadde uauum aniaow peys pue suoipadsui ile ioJ aouenpe ui smoy (qZ) jn(4-pu9rµ joloadsul Buipl!ng ayp /4pou peya 'wal9ad 96ewejp e Buisneo jaiem lo moy lemleu ayl afiueyo IIlm leyp auop aq IIB4s jauuew 6ue '1!wiad mau e ioj pied aq Ileys saal Iln;'ieaR (I) a luawuopueqe jo uoisuadsns;i jo apew aie sa6ueyo;l jeaA (I) auo papaaoxa Iou sey juawuopuepe jo uoisuadsns Aue pue suopeogpads pue si ayl ui apew aq II!MJo uaaq aney sa6ueyo ou papinad'pannba ,(Ilpwjou iunowe ayl ;le4-auo;o aaj e iG pwmhae aq Rew lmuad mau e'swidxa 1 sAep OZ l jo pouad e jo; io papuadsns si pazuoy)ne 6uiplinq ayl (0) jo alep anssi woy s6ep (09) Axis w,y)im paouawwoa lou si pazuoylne 4iom ay} (tl) Ii an,dxa peys kq aUt lo saoueutWO aIQ6Idde jaylo Aue jo opwolop'a6pia leauM )o apop 6uipling pue BuiuoZ 944 ol pue opeJopp 10 alqS ayyo smel ayl 61 ioafqns si pue uogeoiltlde lndoR w yyol las suasinad ay) yl!m @ouepj~e ui panssi sein Ienoaddy a;ep uoilendx3 lenaddy a;ea uoilejidx3 /uedwoo oN asuaOil IeOiueyOaW lenaddy aaeQ uoi;ejidx3 Auedwo:D oN asuaoil 6wqwnld 841 (9) Mid uo0 (S) AaN (6) »xa i6uo !UiJI (E) ieqe s!41 (Z) 6ay s141 (U Auedwoo oN asuaoil IeO!jlOe13 : saiun ieiyuapisaa : sauolg Jooa sileM Aouednaop Ienaddy NIp :Ienoaddy SNtlld NOI1tl00l1N3Wdlfli93 °JNIUN3d ~-0- 6uiuoZ : 1enaddy lj bS ' oIS .1IN0 3Sf11N3W121t/d34 JNlaiifl8 GZZ-3 JNIMH2i4 a3d Sa3033d 1HOIb13313 ll'd1SNl uogduasad asn 5L' LSE$ le3ol 09' ZLI$ xel asn 00 0$ aa-~ nnainaa ue1d 9Z' 60Z$ aa.~ liwJad 00' 004' 6 L$ : anlen uoiloni3suoo - s~31H0-~'E~L*-~~.'~,(Y 1/O3NJIS(ifOlOVLIlN00)(2i3NM0) ;iwiad siy4japun ~jom io;'sao deuipio 86pi8 7ea~fM alqeoildde jay4o lie pue ('pg'n) apop 6uipling a6pia leay/N ayy y;im aou~ildwoa jo; qi~iqisuodsau pn; awnsse I aeyI pue 'uoileo9dde siyl uo paauud suopipuoo pe Aq apiqe ol 9ai6e pue peal aney I)ey):alejrooe we apew suope6alle pue'unnoys sluawainseaw lie jeyj'piooaj jo suogou)sai io s}uawasea'sjueuanoa lo 96pia )eaypq;o ,(80 ayl;o suogein6w io salni 'saauewpio al4eoildde alejoin lou op pue 'aleinoe aie uogeoildde 3!uuad siyl 6q pasodmd saouelsip Hoeqjas 6y7 aeyl !.}iljao ,(qaiay I 1N3W33i19V (INV DNI4N'd1S2l30Nf1 JO 321f11VNE)IS 2l010H211N00/LI3NM0 L069-986 ~ aU04d S2101OVa1N0O lHOla1CI313 4311Nf1 L6866 0890-EO7 auoyd 3nH H10S 61906 AUBd W oo oN 9su9011 Jo;oe-141-100 ssaippy l4jadad jaunnp )~jadad 00/L/Z : a}ed 46001 : jaqwnN;iwJad 6uqm8 (SS8Z-S£l-EO£) - S4Z08 Oo `3JaRl lV3HM 3fIN3Atl H16Z 1S3M OOSL 3bal?! 1V3HM =10 JlllO ££65-ti£l-EO£ - 3Nil N01103dSNl JN101ifi8 1N3WdOl3A34 aN`d E)NINN`dld =10 1N3W121`dd3U ` L'EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner : /'DoKS ~ koc~c~ wa,.,,z fq~ &/lyP ~o . Property Address :1061q w Se ~ li- r,- Phone : g o 3-~(e 3- ~S ~10 Contractor License No. : /Q' $Q 7 Company: ~ty ~ ~(~cF✓<<a~ 604 fi✓rrcfaXs Phone:3o3-Ve64%0? OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnk application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrietions of record; that all measuremants shown, and allegations made are accurete; that 1 have read and agree to abide by ali conditions printed on this application, and that I assume full responsibilRy for campliance wRh the Wheat RiEge Building Code (U.B.C.) and all other applicable VjTheat Ridge ordlnances, for work under this pertnit. (OWNER)(CONTRACTOR)SIGNED.affd:zz+n_ DATE2 7-00 Construction Value : I sL= o Permit Fee : Use Tax : Total : Use: Description : Tus~u 'J r -.2 2-7 , „s.. 6, ;y BUILDING DEPARTMENT USE ONLY V_,~ sIc: ~ sApprovat : Zoning : 9 s~na Approval: Approvai : I Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiretion Date : Approvai: Approval: Approval: (1) This permit was issueE in accoNance wiN the proviaions set foM in yopur application an0 is suEject to the laws of the Spte of Calo2tlo anC ro the Zoning Thisula0ons antl Builtling Cotle W Wheat Ritlge, CobraCO or arry other applirable oNinan~es of Ne Ciry. (2) permR ehall ezpirc rf(A) the work auNOnzeE is not wmmence0 wkhin aixty (80) days hom issue tlate or (B) the Duildinq authonzeC is suspentl[d or abanCOnetl for a periotl of 120 tlays. (3) If this permit ezpires, a new permit may be acquircE for a fee of one-haH the amount nortnally requireq provitletl no changes have been or will Ee made in the original plana anG specificaGOns entl any suspension ar abantlonment has rrot exceedetl one (7) yeac If changes are matle or if suspansion or abantlonment exceeda ona (1) year, Tull fees aMtl Ce paitl for a new permiL (4) No vrork of any mamrer shall Ee tlone that will Uange the naN21 flav of water causing a tl2inage problem. (5) CoMraetor shall notify the Builtling Inspector hrenry-Mur (24) hours in a0vance kr ell inspettions an0 shall receive writlen appmval on inspection aM before proceetliiny with succesaive phases oi the p~ b. (e) The iasuance of a pertnd or the approvat M dravrings antl apecificatlons shall not be consWeC to be a permR lor, rwr an aDProval o( any violation of the pmvisions of the builCing cotles or any otlfer oMinance, law, mle ar regulaUOn. Chief Building Inspector suoisinultl ay{ }o u011eloin 6ue'7o lenadde ue iou'joJ llw~ad e aq o) pamjsuoo aq lou Ile4s suogeoUlaads pue s6uimeiq 41jo sae4d tan alo)aq pjeo uo9oadsui uo lenadde uaUPm aniaoai Ile4s pue suoipadsw, Ile Jo} aouenpe ui smoy (bZ) jno;-F}uam4 Jopadsul 6uipl!ng aq . walQojd a6euiejp e 6uisneo Jalem;o mog 1emleu ayl aBueyo II!m leyl auop aq Ileys. , liuuad meu e io) pied aq Ileys saa) I1n lu2wuopueqe io uasuadsns 11 io apew aie sa6ueya;i JeaR (t) auo papaaoxa 1ou se4luawuopueqe io uoisuadsns 6ue pue suo9e~0! . ay) ui apeW aq II!m io uaaq aney s86ueyo ou papinad'paiinbw Apewjou lunowe ayl ;ley-auo 10 aaJ e io; paimhoe aq Re sAep OZt 10 . . io papuadsns si pazuoylne fiuiDl!iQ a4l (9) jo alep anssi woj; s6ep (09) kx!s uiylim paouawwoo lou si pazuoy{ne Wom ay1(Y);! qip ay4 ;o saoueuipio a14m!Idtle JaWO 6ue 30 opeio1op'a6pi7i leayM)o apop 6~ BuiuoZ ayl oi pue opejolop;o aleiS ayl jo smel ayl ol Pafqns si pue uoryeoildde mdo6 ui yyol 1as suoisinmd ay141!m aoueWOme ui Ienaddy 1enaddy ~enyau~d - 6666/Z6/6 L : alea uoilejidx3 00/6E/8 aaeo uoi;endx3 6018ZlZ alep uoi~~idx3 "'ou6 leoiueyoaW u6isad : Ruedwoo ouI'6wqwnld je;ol Auedwoo 3Ri103~3 ~b8 Aqedwoo o~+,F~ oti asuaon ieoiueu~aW LOZLL oN asuaai1 6uiqwnld b966L : oN asuaoi1 leouaoa13 s3iun iei;uapisab : sauoag ;ooa siieM ;ol 6ui~ped;o ja;awijad o; pa;eaolaJ lenaddy aq lleys lol 6ui~ied nnau ~(q paoeld :00'099S 33d ONR133NIJN3 ~.+~11.'~~ sueld jad ysiui; 6uip~inq Joua;uI ao; pa;ueJ6 lenadde OOOZ `66 uef :AlNO IIaNs WU Jenoaddy +g uoi;epuno,A ve;ial Pa4oeAe +g sueld uo pa;eis suoi;ipuoa jad Re~p ° sip saai; `ja;sajo; QOd : 6uiuoZ ~C;iarnn uoi)e;lnsuoo uodn suoi;eaolaj 4ijiln jo; alqisuodsai si jadojana4 •jenoadde iiaunoo /(ji31nn 3ualsisuoa aq 3gnw;uawdojanaa o'1W Jenaddy 00007 '3j'bS oIS .llNO 3Sf11N3W121'dd30 JNIdl1f18 6ugsixa yoaew o; slaued aal alqnop Iseoad 6uisn paloniasuoo aq ol uogippe 6uipiin8 uoisuedxa 6wBeNoed lueld 6uglloq jol uoi;ippe 6wppmq g bs 000'04 'xadde lonjisuoo (aolOvalNO0)(aaNMO) abP!LI 3e~7N al9eogdde ia44o Ile pue ~'09'N ePoO ) io; 63!I!q!suodsw lin; awnsse I leyl Pue 'uoileogdde ae ol aa16e pue peai aney I 3eyl !ajein~e ale apew leyl!pimaj ;o suoipulsw io sluawasea'sjueuanoo ~aa jo saini 'saoueuipio alqeoildde ajeJoin Iou op pue pasodad sr~uejsip Hoeqlas ayl )eyl l4i~aa 6qajay I ~ ..4 6V8L-SZti : au04d 6666/4Z/6b : a;8d ~o ads uogel~6a ~o alm '~n el 'aouewpio ~a p~ ~B~iss ! )a 1N3W332iJV aNV'JNIQN'd1Sa30Nf1 =iO :J I I Il~tl ~vl^O1 . 4ESOZ ~ 3Ab' H109 M 61906 8Ol3Vii1N00/83NM0 oN 9su9011 Jo;oeJ3uoO ssaippy lqjadad Jaunnp fq~adad (B58Z-5£Z-EO£)- SLZOS 00`30a14-1~V3HM Bf1N9At/ H1611S3M 009L 39aRl lb'3HM d0 JJ.IO , ££65-ti£Z-£0£ - 3NI"I N01103dSN1 JNIal1f18 1N3WdOl3A34 4N`d ONINNtl'ld :10 1N3W121t/d34 17E86 : aaquanN;iuaJad 6uipp8 ~ (luud aseald) awe[1 suoIIrpuoO pus suuai 2ucoSaio3 ac{10l aai8e puE puelsiapun `pEai aneq I riouednoop 3o ale3g?u3D E u?Elqo pue suiait anoqE acg aladuioo 01 ainilu; Xq payoajje aq .~euz qocym,CUadoid ayl $urELiaouoo swawaaiSe iaylo io s2ursojo a1E1sa Iai 6uz io3 aiqrsuodsai lou si ,~4t:) ay,i, (60i uo1;aas lapoa 3u~pImg wao~}!un) •panssi si ,S3uedn3ap ;o aaeay!~aj ay; ~~lun paa;!wjad lou si ainlan~;s ayl }o Sauedna:)p Xousdnooo io; uotsscuuad iou ,i-auedno-30 ;o a;eagra.iaD e;o uouezuoylne aIn4izsuoO lou saop aoistntQ 2uipjing ayl,iq uomadsuj reu~3 -panssi si huednaap,{o a3ea}!Na:) e aaojaq s31aoM jgqnd pue 2mppmg lguiuoZ pue tuiuueid .Cq;;o paugis pue paaaldwoa aq;snm swa;! anoqe aqa pd uocsincQ SmuoZ pue 8n?u¢e[d aqR A4 Pauuojjad aae suouoadsLq sluauianoidun a;is palEjai pus 8uideospuEj paimbai ire ;o uomiduioo aq,i, -b lUUuanoD ;uauidolanaQ ayx sapinoid io suorpadsut asacg suuopad luauqasda(I s3jioA4, oijqnd ayy 'sjuacuanoidwi p~us uononjlsaoo ;o natl cn passaooid aq rilcu luEUano:) juaucdotanaQ s io `sluauianoidun d ;aay&3o riuj ayz 6q aoueldaon pue uonaiduioo acLL oilqnd paimbai jle 3o a5pq •luaup.redaQ sxioM oilqnd aql iq pauuo3aad ase uoiloadsu1 piooai ;o iaauisaa linio saaaCoid ac{l uio.Ij paimbai si uoq'eogptao 3o ianal e`aeid pus uodai a3sureap leug panoidda ue yum siaaCoid runvapcsaniou pue juxiluap!sai llE Io3 aI4Eolldds st ueid pue uodai qons;c 'urjd puE uodai a3EUCeip leuy io/pue ae(d `<impsiS aTis panoiddE ayp sad sTuawaimbas 2cnpsi9/a8eui¢zp alis ;o wpaldmoo ayy •z uoist,uQ 3u!Pimg alll ,~4 Pauuojjad air suomadsul 'suiazs6s &iuisjg puE lrotuelPaiu `8cnqumld °luotilData 3o suolloauoo imssaoau Cue pue srcoqDadsui jeug;o Ireoidds pun uoilajduioo ayy - I :sajmbaa,iauedna3p;o a;ea3!jja3 e;o aauenssi ays '1tuuad 3ucpjmq siyl ql!m uowauaoo uT,iouednoop;o alEog?ua3 e;o aouensst aql io; molaq quo3 13s suoqipuoo pue suval atp ol aai2s nqaiaq op I`aSprd lLaqtA;o n4t:) ayp uc 1?w.cad gcnpjmq t io31uLot[ddia sd SAIOI.LIQN03 QNit' SWRIa,L laaals aul tuoaj atqisin puRajis ayj uc► paisod aq Isnui jiuwad siqj uoilaadsui .10A DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : ' BUILDING INSPECTION DIVtSION - 235-2855 C/J CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 AppLICATIoN ; F , Property Owner : Cc PropertyAddress: Phone:g2S-'~ g"il Contractor License No. Company Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this pertnit ap0~iration are accurate, Permit Fee : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations r ~made are accurete; that I have reatl and agree to abide by all conditions printed on this US@ TaX : application, and that I assume full responsiI diry for complianee with the Wheat Rid9e Builtling Cotle (U.B.CJ and all other applicable Whe~ t Ridge ordinances, for work under this pertnit. ~ (OWNER)(CONTRACTOR) SIGNED\ DATE 11 2- USE : Description: eonsamG} e1ev1'r~c..~ a F~~c d."iN•, "Z'r 40i0005'y.f4. 136ilk. Ca...p..,,3. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft ~ u ApProval : Zoning : c~Uvr7»2n1 _ cr- -s APProval: UC,d0. Flf) ~ . Approval Occupancy : Walls : Roof : Stories : by Reside fi Electrical License No :~~j ~(~C~ Plumbing License No : Mechanical License No : Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) 7his pertnit was isaueE in accortlance with the provisions set foM in yopur appliration and is subje[t to Ne laws of the State of Colo2tlo and to the Zoning Regulations anG Builtling Code of VMeat Ritlge, Colo200 or any otner applicaDle ofdinances of the Ciry. (2) This pertnit shall expirc if (A) the work authonzeC is not commenceE wiNin sinty (60) tlays from issue tlate or (B) the Duilding aut0onzetl is suspenCeO or abantlonetl (or a perioE o! 120 tlays. (3) If this permit ezpires, a new permit may be acquire0 for a fee of onchalf the amount noimally required, proviCetl no changes have Deen or will be matle in the onginal plans anA specifirations anG any suapenaion or aDanEOnment has not acceeAeO ane (1) year. If changes are maUe or if suspenslon or ahantlonment exceetls one (1) year, full lees shall be paid br a new permit. (a) No wark of any manner shall Ee Cone that will change the nawml8ow of wffier wusing a 02inage Dmblem. (5) ConVactar shall noGy the euilCing Inapeetw twenry-four (24) hours in atlvance for all inspections anE shall receive wntlen appmval on inspec6on wrtl before proceetliing with successive Dhases of the 1ob. (6) The issuance of~,p~rmit or the approval of Erewings and specfintians shall not be consWed to De a pertnit for, nor an approval of, any violatlon af Me pmvisions of Ne builEing~oqes or anyjoNer orCinance, law, rule or regulatlon. Chief DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9834 ECTION BUILDINGCIN~ OF WHEAT RIDGE 303_234-5933 Date : 11/24/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10619 W 50TH AVE Phone : 425-7841 Contractor License No. : 20534 Company : Taylor Ball LLC Phone : 928-1800 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :$1,118,873.00 I hereby certify that the setback distances proposed by this permit application are accurete, ot violate applicable ordinances, rules or regulations of the City of Wheat Ridge or s d d ti ll 6,043.10 PBffnit Fe2 : $ $0.00 Plan RevieW Fee ~ o n on ega an covenants, easements or restridions of record; that all measurements shown, and a made are accurate; that I have read and agree to abide by all conditions printed on this liance with the Wheat Ridge Building wm f l 16,783.10 Use Tax : $ p or iry application, and lhat I assume full responsibi Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permR. TOt81 : $Z C ~ ~ y~7 DATE SIGNED \1--~" S ~ (OWNER)(CONTRACTOR) e : matchCez 9~n 9expansion. Building Description : to be ontr0u'oed usng precast doutble tee bottling plant addition BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 40000 Ap~proval : MLC Development must be consistent wlCity Council approval. Developer Zonin PCD is responsible for utility relocations upon consultation wlcity I 9~ forester, trees dis- Okay per conditions stated on plans and attached letter. Foundation Approval : DM and shell ONLY, NO electrical, plumbing or mechanical wasommoommom ENGINEERING FEE $550.00: p aced by new parking lot shall be Approval : GK relocated to perimeter of parkmg lot Walis : Roof : Stories : Residential Units : Occupancy : Electrical License No: IqGA Plumbin9 License No : Mechanical License No : ComPanY: 'I'sk Company : Company : C_ ExPiration Date : Expiration Date : Expiration Date : Approval : Approval: Approval: (1) This permit was issued in accordance with Me Provisions set forth in yopur applicaUOn and is subiecl to the laws of the Slate of Colorado antl to the Zoning Regulabons antl Buildina Code of Wheat Ritlge, Coloratlo or any other aDPlicable oMinances of the Ciry. (2) This pertnit shall expire if (A) the work auMOrized is not wmmenced within sixry (60) Cays from issue date or (B) the building authorized is suspended or abantlonetl for a period of 120 days. for (3) linal pRans a d spec'fica6ons a~ntl any s swpensr on or abandonme tahas not exuceeded one (t) yea~r. , f chang s a e made or f suspensionl~or~abandonment 09 exceeds one (1) year, full fees shall be Daid Por a new pertnil. (q) No work of any manner shall be tlone ihat will change Me natural flow of water causing a tlrainage problem. (5) Contraclor shall notiry the Buildin9 Inspectar lwenty-four (24) hours in advance tor all inspecM1Ons and shall receive written approval on inspeclion card Eefore Tproceediin9 N'ith successrve phases of the job. violation M the provisions (6) bu Id codes or any oMepordnance, law,nmle ord r~~filo Uons shall not be construed to be a permit for, nor an approval of, arry ot the For inspection this permit must be posted on the site and visible from the street TERMS AND CONDTTIONS As applicant for a building pennit in the City of Wheat Ridge, I do hereby agree to tha terms and conditions set forth below for the issuance of a Certificate of Occupancy in wnnection with this building pemut. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary conections of electrical, plumbing, mechanical and frazning systems. lnspections aze perfomied by the Building Division. 2. The completion of site drainage/gradinB reqwTements Per the approved site grading P1an and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved fwal draina8e report and plan, a letter of certification is required from the projects civil engineer of record. Inspection aze performed by the Public Works Departmern. 3. The completion and acceptance by the City oF Wheat Ridg~eS 1 r~ 4 liu of lconsuuction said improvements, or a Development Covenant may b P improvements. The Public Works Department perfoims these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections aze perFoimed by the Planning and Zoning Division. All the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor pernussion for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The Ciry is not responsible for any real estate closings or other agreements conceming the properry which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing temis and conditions. Name (please print) a r_ Signature.\'\ ` Date: ~ ~ - C Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. , Wheatridge Building Department 1/13/00 7500 W 29th Avenue Wheatridge, Colorado 80033 RE: New construction at Rocky Mountain Bottle, 10619 W 50"' Avenue. The following are our plan review comments; 1) The building address numbers shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background UFC 97 901.4.4 Amended. 2) "No Parking Fire Lane" signs shall be installed on the side of the building identifying such roads. Signs shall meet City of Wheatridge standards. UFC 97 901.4.2. 3) A fire hydrant shall be located within 150 feet of a fire department connection serving a sprinkler or standpipe system UFC 97 903.2 Amended. 4) A minimum of 3 feet cleaz space shall be maintained azound the circumference of Sre protection equipment. UFC 97 1001.7.1. 5) The main exit doors in Group F Occupancies provided with a sign stating "THIS DOOR IS TO REMAIN iJNI.OCKED DiJRING BUSINESS HOURS. IF FOLJND LOCKED CALL THE FIRE DEPT." UFC 97 12073 Acnended. 6) All other exit doors in Group F Occupancies shall be openable from the inside without use of a key or special knowledge. UFC 97 12073 7) Emergency lighting battery packs shall be placed on the normal branch circuit lighting for the azea served. NEC 96 Article 700. 8) Emergency lighting is subject to field inspection, additional units may be required. UFC 97 1211.1. 9) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2. 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 10) Submit a miniinum of (3) three sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler and standpipe system All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 10013. 11) All hose threads shall be National Standard type. UFC 97 1003.1.1. 12) Fire department hose connections serving a sprinkler or standpipe shall be located an minimum of 36 inches and a maximum of 48 inches above finished grade. UFC 97 1003.1.1. Amended. 13) The location of the fire department connection shall be approved by the Fire Mazshal. UFC 97 1003.1.1. Amended. 14) Audible fire alarin signals shall be installed within any building containuig a sprinkler system. UFC 97 1003.3.2 (a). Amended. 15) sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station service , or a local alazm that will give an alarm signal at a constantly attended station. UFC 97 10033.1. 16) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically be transmitted to a central, remote or proprietary monitoring station. UFC 97 10033.1. 17) Fire alarm evacuation signals shall be subject to field inspection, additional units may be required. UFC 97 1007333. 18) A satisfactory test of the entire system shall be made in the presence of the Fire Marshal. All system functions shall be tested. UFC 97 10073.4.2. 19) The pernutted shall provide written certification to the Fire Marshal that the system has been installed in accordance with the approved plans and specifications. UFC 97 10073.4.3. 20) Submit information on the type of products to be stored, storage height, and packaging of goods. UFC 97 81013.2. Plans shall include: 1. Floor plan of the building showing locations and dimensions of high pfled storage. 2. Maxiuium pile volume for each storage array. 3. Aisle dimensions between each storage array. 4. Type, location and specification of smoke removal and curtain board systems. 22) Smoke and heat venting shall be located in accordance with Table 81-B. Vents shall be uniformly located within the roof area above high piled storage azeas. 23) When areas of buildings are equipped with eazly suppression-fast response (ESFR) sprinklers, the curtain boards within these areas shall be located only at the sepazation between ESFR and conventional sprinkler systems. UFC 97 Table 81-B. 24) Verify that sufficient electrical receptacles as extension cords and multiple adapters aze not pemvtted, nor shall fleacible cords pass through walls, ceilings or doorways. UFC 97 85063. 25) Fire extinguishers shall be a 4-A rated 10-1b ABC dry chemical type. The required number of units and mounting information shall be provided prior to final inspection. UFC 97 1002.1. Amended. 26) A key box shall be provided on all buildings containing a sprinkler, standpipe, or fire alarm system required by this code and shall contain all keys necessary to gain access. UFC 97 902.4. Amended. 27) Any code requiems arising from construction. 28) Twenty-four hours notice required for all tests and inspections. UFC 97 1033.2.2. Sincere ~ Kent "Sparky" Shriver Fire Mazshal Arvada Fire Protection District I= WC L ~ d 93 0 z G ~ 7 m m r in M Ul) N Q M = N ~ M U. v 0 V 'K ~ V 0 Z O ~ i O V t ~ A d A O J a O 3 `rn 2 ~ E d ` M ay d y t~ c 10 Y Q L C y O N ~ r ; d or d ; ao C 0 'p L y d a E «c~ N j w ~ ~p y C t > C L N ~ 0 W 0 c o 'o ~ ar ~ ~ ° e d ~ ~E w 0 d V 'a Y ~ .a C d ~ v- a O d C > T L d C ~ O V ~ L cc `o 7 V > N L 3 i ~ s ~ m ~ V W O W ~ Z ~ ~f I 't' .d. ~ m ¢ ~ o w ~ u ~ , { yjy u i _ } 9. i. ~ ~ ~ ~ i ~i~l.~ -;gym ~(~U . .fi~, ~ ~ , r _ , ~>w Pv~l 1. ,,,f ~:~.t'-- C a-. ~ Ci~~ cM O ~ ~ v~~~ . a,. ~ ~ u ,M,_ as :wa ~s ck .1:~ 3.x.. ~ r~" b ~ . =,sa ~ ~ . Ey ~ W ~ tt1 Cvi . l,~ W ~ ~ i,f~ ' ~ , ~ s b+ t3 ~ r~ v'' ~ ~ Q ~7 ~ ~ Ca ~ ~ w I ~ a ~.QCV z ~ ~ ~ w QC3~ z z ~.r n ~ ar ice: Ail ~ ~ CG r ~ C:R ~ W C~ c„ ~ ~ ~ ¢ t7 ~ i-' W ts3 ~ -....y ~ ~ ~ Ae Q. C2 - C7 w t2. J i~ 1~ £k C.~ q.. ~ U T ~~a ~ ~ w~ t:. r v~ a. ~ CJ ~w {:7 f1 Z C^ ~e'i C7 ~ U ~ as .r~ C w ~ ~y o L~ ~_a~ ~n~~ Q ti. ~ c~ ~ v~ Yip 4~" ^q~ (4~1 /V/I~I Vl Q L~-~ Y ~ ~ iXf ` } J G~7 \ ~ \ t~~ ~ a~ ~ w ~i ~ ~ l.~k ICI lY n ~ ~ cs a „ er ~ ® ~ o~~ I 4. t-- ~ cr a CY_ ~L li'i C! _ r~ \ ~ Cl. tr'a CL~ I...C ~F Vii. `i' 4 u ~ ~ > r'~- ~ ~ f CY t,d ~ , A ~ a. ~ ~ ~ M ~ ~ w A w ~ ~ ryr CP+ ~ iT ~ ~ ~i cl ~ ~ ~t~ ai 1 ~ ~ \ {'+S .a& t .-r ill ~ ~ a ~ A i~. ~ ~ z }S GJ ~`,..__l F f...~ } 4 I 3: 6: S, 9 ~ fi'i ~ " ~ is vyl - F.y - ^~l ~r4-c-.II 4~.~ U C...~ t--y J - Q ~ .I.t Q ~ ~ ile ~ k-- S l~3 R F- L,J W ~ F--i `i~ 0 r;~ 4 W 3 _ ~ ~ - - ~ ~ 1 _ ifs ~ } u ~ ¢ ~ ~ IY w ~ w~ <T ~r a s X m 3 I_...C_. ~ ~ w O~J. my t ~r-~~ ~ ~ 3 ~ ! _ LL OC s'?, ! ~ Z ~ e~ ~ ~ ~ X00 ~ 'a ' ~ 'Q n ,,rr ~ t ' ~ } Lsa W ~ ~ C] ~._..,J .~a tom, r--+ , ~ L] / ~ t,RJ ~ ~ ~ ~ ~ ~ ~ ~ ~ C3 Z t ~i ~ ~ ~ ~ ~ Q ~E __.1 _1 ~J X Q dJ ~ ~ - Y -a. ! j ,DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10362 f BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/11/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10619 W 50TH AVE Phone : Contractor License No. : 17809 Company : Western States Fire Protection phone : 792-0022 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurate, and do not wolate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a8ree to abide by all contlitions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Fiidge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $17,000.00 Permit Fee : $279.25 Plan Review Fee : $0.00 Use Tax : $255.00 Total: $534.25 Use: Description : Modify existing building flre protection system per trummel documents Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : •(1) This permil was issued in accordance with the provisions set forth in yopur application and is subect to the lews of the SWte of Coloratlo and ro the Zoning Regulations and Builtling Cotle M Wheat Ritlge, Colwatlo or arry other epplicable ordinances of t~e Ciry. (2) This permtt shall expire d(A) the vrork authonzed is not commenced within sixry (80) tlays (rom issue tlate or (B) the building authorized is suspendetl or aGandonetl for a periotl of 120 days. (3) If Nis permit racpires, a new permd may be acquired for a fee of one-half the amount normally requireA, provided no changes have been or will be made in the original plans antl speufica4ons and any suspension or ahandonment has nol exceedetl one (1) year. if changes are made or if suspension or abandonment exceeds one (1) year, lull fees shall be paitl for a new permit. (4) No work ot any manner shall be done that will change the nalural flow of water ceusing a drainage problem. (5) ConVactor shall notiry the Builtling Inspectar twenty-TOUr (24) hours in atlvance for all inspections antl shall receive written approval on inspection card before gceetliing with successive phases of theI'ob. (e) e issu~ of e peimit or the approval of drawings and specificetions shall not be wnstrued M be a pertnit for, nor an approval of, any violation of the provisions of IhW111iMir~ q9dkpLa* other ordmance, law, iule or repula4on. Chief ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 pppLICATIo N ~ Property Owner: RaCL pyl~v Property Address : 10617 ~ 4~i ~bjQ.'19 ~ Phone : Contrector License No. 7) ~ Company : Phonee-3:g> 7 Pz OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit ap0lication are accurate, a n d do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full respons iry for compliance wdh the Wheat RiAge Builtling Code (U.B.C.) and all other appliwble ea Ridge qrdj6aWes, forwork under this permit. r (OWNER)(CONTRACTOR) SIGNED ~ DATE - d' Construction Value : 17`600 Permit Fee : Use Tax : Total : Use DescripHon : m0J (~C ~G~y v / ~•v -/f-~'~ ~~~rA Lb G~.~P~A-j BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : - Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issuetl in acmrtlance wRh the provisions set (oM in yopur ap0lication anE is aubject ro the laws of the SWte o( Cob2tlo antl to the.'.onirq Regulations anE BuilEing CoOe of VMaet RiEge, CobraEO or any otner ap0liub1e oNinances M the Ciry. (2) This permit shall expim H(A) the vrork authonzetl is not commenceE within sixty (80) tlays hom issue Cate or (8) the 6uilEing auMOnzetl is suspenCeG or a0antlonetl for a penoE W 120 Oays. (3) If this pemfit ezpires, a naw permit may be atquireE for a fee of ono-hal( the amount nortnaly required, provitleC rw Uanges have been or will be maCe in the anginal plans anO apecifipdona antl any awpension or aEantlonment has not ezceeEeO one (1) yeac I/ Uanges are ma0e or tt suspmalon or abanCOnmmt exceetls one (1) year, full fxs shall be paitl fOr a new paimiL (4) No vrork of any manner shali be Eone tnat will tJhange the naWrel flow of water rausing a tlrainaga pmblem. (5) ConVactar ahall notiry the Builtliny Iropector twmN-four (24) hours in advance kr ell inspectiona anE shall receive written appmal on inspectwn nrd bNOre proceetliing with successive pfwses W iM'o0. (6) The issuance of a pertnR or the apOroval ~tlrawings and epetlfirations shall not be consWCd to De a pe'mit kr, nor an approval of, any viotation of the proviabns o( the builEing coEes or any other oMinance, law, iule or regulatlon. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10363 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/11/00 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10649 W 50TH AVE Phone : Contractor License No. : 17809 Company :Western States Fire Protection Phone : 792-0022 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT e : $9,000.00 Constru I hereby certify that the setback distanees proposed by this permit application are accurate, ulations of the City of Wheat Ridge or re l $167.25 e : $0 00 g es or and do not violate applicable orclinances, ru easements or restrictions of record; that all measurements shown, and allegations n nts thi v . Plan e : g , s co e a made are aceurete; that I have read and agree to abide by all conditions printed on Wheat Rhis pBmding it assume ~ R com d ~ s nl c $135 .00 X : X : . er or work un , f an Cod t tlge o dl (U.B.C. and all othe eppl oable Whea e : $302.25 Total (OWNER)(CONTRACTOR) SIGNED DATE USB : Description : Fire protection system in existing office BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval ; Walls : Roof : Stories : Residentiai Units : Occupancy : Mechanical License No : Electrical License No : Plumbing License No : Company: Company: Company: Expiration Date: ExPiration Date : Expiration Date : Approval: Approval: Approval: (1) 7his permit was Issu¢tl in accordance with the provisions set forth in yopur application and is subject to ihe laws of Ne State of Coloretlo antl to the Zoning RBpulaUonB and Bullding Code of Wheal Ritlge, Coloredo or any other applicaDle ortlinances of the Ciry. (2) This permk shall expire if (A) the work authorized is not commenced within sixry (60) days from issue tlate or (B) lhe builtling authorized is suspended or rovided abantlonetl for a penod M 120 tlays. for amount chan (3) o B~nal pla e aM specifl~ ons sntl any sus peuns on or abantlo mentahas not exceedetl onlle (1)4yearU. , Pf changes are made oa f suspensi nllobabandonment euceeda one (7) year, full faes ahall be pai0 for a new permtt. (4) No work W afry manner shall be done that will change the natural Bow of water causing a drainage problem. (5) Contractor shall no6ry the Building Insoector twenty-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before nceetllain~p weiTh wccessive Mphases of thef1'ob. (8) ~e:~.Aaii..o~e.~ionv o heportli elncetl law,nr9ule otlregulationtions shall not be construetl to be a permit tor, nor an approval of, any violation of the provisions DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : - BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPIICATIo N Property Owner : P0~ jNyJ` 6p'~"f'~~~ Property Address : ~Q(4p/ JAI, ,Y0t~~ A 11Pq 0 e Phone : Contractor License No. ~ F, Company: ~P~~r"✓1 c54.,~PS ~ir"e ~rol`pd'r9n Phone ~3t7~~7~Z ~ZZ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applieation are aceurete, and do not violate applicable ordinances, rules or regulatians of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations. made are accurete; that I have read and agree to abide by all conditions printed on this application, and Mat I assume full responsibiliry for compliance wtth the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh^Ridgt ordiqanAes, for work under this pertnd. (OWNER)(CONTRACTOR) SIGNED DATEA~d-`Z e Construction Value : gj op p Permit Fee : Z 5 UseTax: o Total : Use: Description: ~ p, BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 4- ►~;-m~ ._-i Approval : Zoning : Approval: Approval : Occupancy : Wails : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No Company : Expiretion Date : Approval: (1) Ttiis pertnit was issue0 in acwNance wiM the provisans set roM in yapur applirauan an0 is suhject ro the laws of the SWte of ColaraCO anE m the ..oning Re9ulations antl BuiWing CoCe of Wlieat Ridge. CdwaEO or any ather applit~able ortlinaxes W the Ciq. (2) This pertnit shall expire d(A) the work auMOnzetl is not commence0 wdhin sixty (80) Eays hom issue Eate or (8) the Cuiltling auNOnzetl is suspenEetl or abantloneG fOf a penotl W 720 OayS. (3) If this permit ezpircs, a new pertnit may be aaquircd for a fee of one-hall the artrount nortnaly rcQuireE, providnd no changes have Eeen or will De made in the anginal plans anE apecifiptions antl any suapension or abaMOnment has not exceeCetl one (1) yeef. If Changes are maCe or if susDension or aDantlonmMt exceeCS ane (1) year, NII teee ePall De paitl tor a new pemrit (4) No work af any manrror shall 6e Eone Mat will chanya the naanl Ilow of water nusing a Crainage proDlem. (5) ConVactor shall no6ty the BuilEing Inapeclor twenry-four (24) hours in aEvanca lor all inspectlona anC shall receive written appanial on inspecUOn ard beMm proeaetliing with suteessive phaxs of Nep' b (6) The issuance of a permit w the apDroval of tl2wings and specifiwCOna shall not be wns4ve0 to be a pertnit for, nor an approval of, any violatlon of the pmviswns of the builAing mCee ar atry aMer orCinance, law, iule w regulatlon. Chief 8uilding Inspector 22' BRACKET O.A. ~ THE STARTING CURRENT IS ADJUSTABLE FROM OILDRAULIC ELEVATOR CONTRI 19 1/2" MAIN LWETPOUEROSUPPLY TO oHE ELE ATORE 2 TO 4.5 TIMES THE MOTOR RATED R.C. AMPS. FRONT WALL THICKNESS fOR CONTRACT DATA THE STARTING CURRENT OF 3 TIMES THE MOTOR AND TYPE AT EACH LANDING TYPE: MARQUIS 25 HLS -PLAN lI ~Rl~ R MACHHNE ROt)MCORIHOISTWAYTWL LNBEHE RATED A.C. AMPS 15 fl NOMINAL STARTING SPEED: Ito FPM UP (50 FPM ELEV #I CURRENT VALUE. (SEE NOTE 6> DOWN MAX. FURNISHED 9Y THE ELECTRICAL CON~TRRCTOR. FLR THKNESS WALL TYPE OpERAT10N: MICROPROCESSOR DMC-t IN MAX. CAPACITY: 2500 THIS MEANS SHALL NOT BE SELF R_SETT[NG. ` s ' , , ` . ~ " CAR ENCLOSURE: DOPER CAB -MODEL DAPtVERT) 1 )EL DAP(VERT) • 2 8 MASONRY DOOR TYPE: ONE SPEED -RIGHT HA ND WD iR 8' MA PLATFORM THK: 3 3/8" Ft SONRY NISHED FLOOR: BY 0 I CONC. ANCHOR _ TELEPHONE: BY ELEVATOR COMPANY PIT LADDER: BY A MiN OF 3'-8' tOR 4'-0' AT ALL FLOORS REOD tNCFRONTAOF ALLERP POWER UNIT: EP-95 25 HP POWER SUPPLY: STARTING: SOLID STATE GLOPU: 5805 ~ ELECTRICAL PANELS. TYPICAL BRACKET MOUNTING JACK MODEL; 2.5-T TWEN/TELE OYERTRAVEL: 9` 2 OIL LINE FROM TANK TO PLUNGER 0.0.: TOP SECT.: 2.5" MDL. SECT.: 3,75' HOIST BEAM BY OTHERS, 2` SHUTOFF VALVE. CYLINDER O.D.: 5.0' WALL THK:.25' NET AA f - DESIGN LOAD - 3000 OVERHEAD GUIDE RAIL BRACKET(S) 70 2' OIL LINE (,154 WALL) FRO BE INSTALLED AS REQ'D. ABOVE SHUTOFF VA YE TO ACK MINIMUM CEILING HT 7'-fi" BOTTOM CAR RUNBY: 6' CAR BUFFER STROKE i TOP FLOOR. INTERMEDIATE SUPPORT LIGHT, SWITCH AND CONY. HOLD ALL MEP 1N MACHINE BETWEEN PIT FLA. & CAR BOLSTER ON COMPRESSED REO'D IF MAX. SPACING [S EXCEEDED, OUTLET BY GEN. CONTR, ROOM ABP. 8'-0 MIN. STRUCTURAL SUPPORT(S) TO 8E BUFFER REACTION (TYP. AT EACH BUFFER) • 1879 PROVIDED BY ENERAL CONTR. II I II EST. WORKING PRESS. 385 PSI ' SEE NOTE CAR 5.219 FORMED L_...I 5.5.09 FORMED LJ ~w E 12 FRAME 1.6.55 CROSSHEAD 1.20.38 BOLSTER ~i ~a ~ DISCONNECT SW. A-L2t 11GAx6"x2 1/4' A-2.21 7GAx8'x2 I/2' a m I T r7 w a , SEE NOTES 5 & 6 IMP 0 R T A N T . HE FOLLOWIt~i CONDITIONS MUST BE ITT BEFORE ~ °a PER ANSI RULE tOL2: ONLY MACHINERY IS STARTED, AND ARE NOT INCLUDED IN THE ELEYA w AND EQUIPMENT USED IN CONJUNCTION L A PLUMB. PROPERLY VENTILATED HOISTWAY (ACCORDING TO ~ .m o zz WITH THE FUNCTION OR USE OF THE 2. ADEQUATE SUPPORT FOR JACK, GUIDE RAII BRACKET w mwa ' .Z/t Ot-~ ELEVATOR SHALL BE PERMITTED IN THE REACTIONS SHOWN S, AND > - ~ - ~>u ~ . ~ ow ELEVATOR MACHINE ROOM. p ~ ~ ~ ~ tri ~ a 3. MOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO 2 p i i s~ J \ t-~~o ro ENTRANCES, SILLS, HALL FlxrtA~S, OIL RIB ELECTRIC LIN Z ~ 4 , ~ ~ rMn F~ ` x¢ ALSO REFER TO ANSI RULE !02.2: 4. PCf LN>ITIS Ar0 SWITGt ~ OUTLETS WITH GFq PRDTE INSTALLATION OF PIPES OR DUCTS p~ CAR ~ w w z w ~ I ~ _ ~ ' oo CCOt~IMG TO C0~1. NOTE: MUST BE CLEAR OF AI ~ = ww\ m ~ CONVEYING GASES, VAPORS, OR LIQUIDS O, , , t9 , v n TELEPHONE ~ u o w , ~ e ~ w a \ qpo,~ a ~ CONNECTION M° IN HOISTWAYS, MACHINE ROOMS, OR 5. ~ ~ ~-T.S SERYK;E, ALONG WITH TEI.EPItOPE COl ~ ~ _ , a ro o , ~ s ^ u ~ ~ MACHINERY SPACES. TEAMI+IALS OF EACH REOURED CONTROLLER IAS LOCATED ON PLN ~ ~ ° ° o c~i ! o ao •oa;. M' SEE NOTE 7 -CAR LIGHT AND ALARM CIRtXIIT WITH GFCI PROTECTION PE ~ ~ ~ €a~-ems t n o ~ ~ ; i ; r Z ~ 4H~ T -GROUP CONTROL kHEN REQIAAfO ~ ~ ^ a: 1 ~ J ° wc~i , NOTE: ~Q~AMCBYTPOI~R S SUPPLIED TO ELEVATOR, CAR LIGH ~ J o ~ w w JQF CON ROL SERVICE MUST 8E STANDBY POWER'S 6, POWER FEEDERS !COPPER WIGS, TYPE RH AND THW) TO TEf E u j i ~ u o~s~ FIN. F CONTROLLER SHALL ~ SIZED FOR I i OZHw ~ " * AMPS STARTING lx1RI~NT WITH A } FINISHED FLOOR 2 ~ ~ 6'-5 5~~AMPS FULL LOAD cI~tRENr uITH A MAx. Au.ouaet 34 AMPS RATED tXJA1iE?tT WTTH A MAX. ALLOWABLE Vt BRANCH CIRCUIT 0(SCONNECT SWITCH SHALL BE SIZED F(Ni: ' PLEASE NOTE: THIS [S OUR MINIMUM SIZ +ZQ-~' ~T~ DELAY FUSE OR E jQ__AItP TEERMAL (xacuT I oR MACHINE ROOM FOR THIS SIZE POWER UNIT. ~..~~-(S~ENTT/~EDp.AYFU9:'. BASED ON 480 Y, 5 HP I GEN. CONTRACTOR MUST FQRWARD POWER REQUIREMENTS Tt 7. AN ENCL05ED MACHINE AREA (ACCORDING TO CODE KITH F AND YENTiLAT10N I MlN. 50°F, MAX. 100°F 1. MOTE: MUST PROVIDE ADEQUATE DOOR 5lZE TO ALLOW INSTA HEAT LOAD 1N MACHINE ROOM DUE TO ELEV. EQUIPMENT - !0518 BTU/HR OR LEAVE WAIL OUT UNTtI EWIPMENT IS IN PLACE. MAXIMUM UNSUPPORTED M A C H I 8. ENTRANCE WALL kITH LINTELS MUST BE PROVIDED AFTER E - RAIL BRACKET N E R 0 0 M PLAN SET OR LEAVE A ROUGH OPENWIG 12 WIDER AND 6 fBGNER FLOOR FLOOR TRAVEL SPAC,JNG • 14'-O" OPENING. FILL IN AROUND FRAt1ES AFTER Tt1E FRAMES ARE mEmd 1R - 2 1T6" f6'-9 W/5'-0 LOCATION: ADJACENT AT LEVEL 1 9. POCKETS 1N %OfNiIIXiR WALL t PER FIXTURE DRAWWGS) FOA 6 NET TRAVEL 1T6" BACKING PLATE NOTE; lKlST BE LOCATED AS DIRECTED BY ELEVATOR CONTi; TOP O.T. + 9` 10. SMOKE SENSORS 1 AS REWIND P. I 11. COND(AT AND WIRING FILM N01 BOTTOM O.T. + 8 1/2' ~ RAIL BRACKET MOUNTING SURFACE STWAY TO ELEVATOR MONITOR TOTAL TRAVEL 18'-!1 1/2" SECURITY, LIFE, SAFETY, INi Ftt~ REWIREMENTS i. 8'-4' CLEAR HOISTWAY 12. PU'E SLEEVES, TRENCHING, AND BACK FN.LING FOR OIL AtBP~ NOTE: !F DISTANCE ~TIAEEN AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR. FLOOR LEVELS EXCEEDS 4'-2' 4'-2' MAXp1UM, AN ADDITIONAL W~ 7'-3" BETW EN GUIDES RAIL BRACKET MUST BE 1 l/2" PROVIDED MIDWAY. 1 !/2" ~ ~ ~Ti,; i L B" T-0' PLATF~tM g" "~w _ 6 -8 MIN. CLEAR INSIDE , ; r tt!6 T l p 3'-Il' 3'-8' CLEAR OPNG. l1" s= Z ~ PIT LIGHT SW. 8Y G.C. ' ~ a ~ ' a w ~ I'-5• ABV. FIN. FLOOR @1ST HS ~ a z (5EE NOTE 4 1 a " o w PI 6 SABV. F[NISHEDHFLOOR. DOVER ~ SEE NOTE B _ ~ CAR ST`AT10Nr IMPULSE FIXTURES, PUSHBUTTONS MART ~ ~ o o ~ " ' DOOR OPEN AND CLOSE BUTTONS, EMERGENCY STOP PRIMARY FIRE SERVICE n o .I } n LOCATED AT FLR; lR ~ n 4 s , ALARM BUTTON, FAN/LIGHT SWITCH, EMERGENCY LIGH' W/ALT AT FLR: 2 w w c ~ ~ 80X, P1,FIRE SERVICE INST. SWITCH,BUZZER,JEWEL,CAi w ~ TO ~ OF tARGET ~ _ REAR Y u i S ~ a _ JACK )TYP.! a ~ u CAR R101NG LANTERN: SOFFIT F HOLES • 7'-6 5/e" l • m ~ tTYPJ BUFFER BUFFER 4 i m a FLOOR$ _ u ~ s ^ = HALL FIXTURES CKI FINISHED FLOOR 1R MOUNT RAIL BRACKETS a TARGET HOLE w .o u~l o ° Www c I o a~ s o FRONT REAR WIDTH HEIGI AT 1'-0 BELOW EACH w I FINISHED FLOOR LEVEL. O sWZ ~ t'-6~1'-_6" T I ~ W< W N HS-BUTTDNS-OWN 2 2 7/B" 8 108 o ao D PiT LIGHT AND ~ c~~a° I ~ n ~ u s ~ HS-FIRE-INS-UP 1R 2 7/8" 11 1/8 w 9UTLET BY G.C. =Nw r- - - - a rn I o~ (SEE NOTE 4) 'bil~- raE I x . o H~+ - - "~wO=oO I ~ o ~ v ~ s NET AREA 8.3 SO IN a'" IL LINE 1n xazz~ i ~ !v \ t ~ I BUFFER STROKE: 2 112' ON COMPRESSED BUFFER: 2'-4 1/8' Dow ~ ~ n P~aa? i~ 1 \ M (n ro m JFFER) - 7879 LBS. ~ SUMP PlT xxoWQ i CAR STATION v ~ ~ w W/GRATE ° BY G.C. 1 t/2" EDGE OF PLATFORM 0Q0p~~E ~ FRONT M ~ 01 " I FORMED I~J 5.2.25 FORMED I I8 BOLSTER [•2.97 STILE l 13/!6 FACE OF RAIL 02!28/00 G.C. FINAL ACCEPTANCE & REV. A 70Ax8'x2 1/2' r-0.97 .25' THK. ' ' DATE SY . FORMED GUIDE RAIL o M REVISION N INSTALLATION 1 SEE NOTE 8 ~ ~ 'D SUMP PIT DESIGNED PER ASME A17.1 DO NOT SCAL c ~ W/GRATE @2ND 4 f/2" FOR: ROCKY MOUNTAIN BOTTLING I tr BY G.C. FACE OF RAIL » SECTION VIEW ADDRESS: 10619 W. 50tH AVE 3'-IC 3'-5' CLEAR OPNG, l1' CITY: WNEATRIOGE, CO 80033 NOT TO SCALE 3'-5" 4'-5' ROUGH OPNG. ARCHITECT: ~ FLtXJR TOP OF GENERAL CONTRACTOR: JACOBS ENGINEERING Gf ~ , FINISHED EL SLAB FLOOR EVATOR CONTRACTOR: THYSSEN DOVER ELEVAI ~ ~TOPOF HOISTWAY PLAN DENVER, co CHIX~ •y' SILL THIS DRAWIND AND ALL INFORMATION THEREOF) IS THE PI SUPPORT PROPERTY DF THYSSEN DOPER ELEVATOR AND MU9T NOl PUBLIC OR COPIED. TH19 ORAWINO IS LOANED SUBJECT T OUIgt91LL FRONT ENTRANCE M FLRS 2 -RIGHT HANG EtJGE ~ BY THYSSEN REAR ENTRANCE !FLRS lR -LEFT HAND DEMAND ANO IS NOT TO BE USED DIRECTLY OR INDIRECT i FIpISTWAY ~ DOVER DETRIMENTAL TO THE INTEREST OF THYSSEN DOVER ELE FASCIA RAIL FORCES NOTE A: OIL PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO REDEYE STRAIN. NOTE 8: ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT. AT ALL FLOORS Fl F1 • 340 LBS. NOTE C: DOPER ELEVATOR SYSTEMS, INC. TO BE NOTIFIE ANY D OF CHANGE TO ELEVATOR HOISTWAY OR MACHINE ROOM DESIGN. SILL SUPPORT DETAIL F2 F2. 495 LBS. ppµM DATE BRANCH Nt~18ER i 1 i N07E D: ELEVATOR DESIGN & FABRICATION BASED ON ESTIMATED CAB WEIGHT SHOWN. LAYOUT APPROVAL WILL BE CONSTRUED AS FINAL CAB WEIGHT, UNLESS OTl~RW1SE NOTIFIED. MM /31/2DD 034 EL-4037 OL155 S' ` NOTES 3," Z• 2" 4 ROUGH OPENING TO FACE FACE BE FILLED IN BY. THIS FRRME HAS A 1 1/2 HOUR "UL" LRBEL. GEN. CONTR. AFTER 3'-6" CLERR OPENING ALUMINUM SILL TO 8E SUPPLIED. FRAMES RRE SET. MAXIMUM WHEEL LOAD FOR ALUMINUM SILL IS 900 LBS, "B" " 5" 3 3lg" 3 1/2 MIN. I/g' SILL LINE 1 RIGHT HAND REQUIRED AT F(_OOR 2 (FRONT) i LEFT HAND REQUIRED AT FLOOR 1R (REAR) MASONRY WALL TYPE FRAME 16 GA. DOORS d'-6" ROUGH OPENING WIDTH d'-6" ROUGH OPENING WIDTH SILL SUPPORT BY Iv+ttP? THYSSEN DOVER- ~ MIDOLETON ~ ` 16 GA. `a ~ ROUGH OPENING ROUGH OPENING N! INTERLOCK i4 ~ KEYHOLE w Y rU a ~a M N 1 INTERLOCK I 1/g^ KEYHOLE HALL STATION HALL STATION I 2 7/g" X 8 1/g" W/FIRE SERVICE a ! a1T3 B~AFF 2 7/g" X 11 I/g" flT FLOOR 1R °a ~ 45 3/4" AFF I I ~ i F< I ~ ~ I _ _ RISED DOOR I ~ r T r'i JAMB SYMBOLS I ~ ~ I I I o i t I I W I T I i 1 1 0 I ~ l_J o Z` cwt ~ o OPENS " 9 a OPENS o ~ ~ ~ ~ 9 tr I i~ ~ ~ ~o ! ~ ~ h ( ~ y ~ a z 0 ~ ~ _ ¢ ~ z I Z ~ a N F- ~ 6W. S O J UI J J L 1 7 I ~ W !L Q J E S I ~ ~ O W W W W U? U7 FINISHED SILL LINE 5" WALL W ~ a MIN. LINE a a ~ w w t J > E "B" . 3 I/~" ° = ENTRANCE ELEVATION ENTRANCE ELEVATION tL o N Z r a " ~ ONE SPEED RIGHT HAND DOOR & ENTRANCE ONE SPEED LEFT HAND DOOR & ENTRANCE , ELEVATOR I (FRONT) ELEVATOR 1 (REAR) 2" DOOR TO SILL °a m i V4" DOOR i/4" DOOR TO FRAME DATE 5YM. REVISION DESIGNED PER A5ME A17.1 DO NOT SCALE THIS FOR: ROCKY MOUNTAIN BOTTLING ELEV • i ADDRESS 10619 W. 50TH AVE SILL SUPPORT BY THYSSEN DOPER - CITY: WHEATRIDGE, CO 80033 MIOOLETON I~•~ , ARCHITECT: GENERAL CONTRACTOR: JRCOBS ENGINEERING GROUP INC. ELEVATOR CONTRACTOR: THYSSEN DOVER ELEVATOR COMF DENVER, CO THIS DRAWING AND ALL INFORMRT(ON THEREON IS THE PROPR(ETP t6 GA. PROPERTY OF THYSSEN DOVER ELEVATOR AND MUST NOT BE MAC PUBLIC OR COPIED. THIS DRAWING IS LOANED SUBJECT TO RETUR DEMAND AND IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN AN DETRIMENTAL TO THE INTEREST OF THYSSEN DOVER ELEVATOR. SECTION FLOOR WALL TYPE WALL SIZE (FRONT) WALL SIZE (REAR) OPENINGS AT FRAME FINISH FINISH FRONT REAR FRONT REAR ACTUAL MIN. MAX. QF,~AMEL ACTUAL MIN. MAX. OyERA L FRONT REAR B DMItM. g D M. (QUANTITY)(OUANTITYI FRONT REAR FRONT REAR 2 MASONRY 8" 10 1/4" i +4 STLS +4 STLS DRRWN DATE BRANCH JOB NUMBER DRAWING N0. REV. 1R MASONRr g" 101/a" 1 +4 STLS +a sTLS MM /31/200 034 EL-4037 EN1659 I i . . . . . ~z i. . y . .d , , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10609 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 6/1/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : Contractor License No. : Company 10619 W. SOth AVE 17320 Dover Elevator Co. Phone : 462-7130 Phone: 790-8566 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ailegations made are accurate; that I have read and agree to abide by all condkions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat 12idge ordinances, for work undar this pertnil. (OWNER)(CONTRACTOR) SIGNED DATE Description : Installation of one oildraulic elevator BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approvai: Please Note: Zoning : Owner/ contractor is responsible for Iocating property lines and constructing (mprovemrnts according to the approved plan and required development standards. Approval : The City is not responsible for inaccurate infortnation submitied within the plan set and any constmction ~nrors resulting from inaccurate informatiun. Approval : Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : $39,820.00 Permit Fee : $543.25 Plan Review Fee : $0.00 Use Tax : $597.30 Total: $1,140.55 Use: Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiretion Date : Approval: Expiration Date : Approval : Expiration Date : Approval: (2) (3) (4) No work of an (5) Cont2dofshi proceetliing w (s) The issuance of the builtling rvisions set tonh In yopur application and is suE'ect to the laws of ihe State W Colorado and to the Zoning :oloredo or any othar applipble ordinances of e Ciry. is not commencetl wlMin sbcty (60) tlays irom issue tlffie or (B) Me Duiltling autliorized is suspenaetl or sd for a fee of one-half the amouM nortnalty required, provided no charges have been or will be made In the ion or abantlonment has not erzceeded one (t) yeac If changes are ma0e or H suspension or abandonment new petmit. inge Me natural tlow ot water causing a drainage problem. ly-four (24) hours in advance for all inspacGons antl shall receive written approval on inspection card before igs and specifications shall not be consWed M be a pertnit for, nor an approval M, any violatian of ihe provisions rule or regula4on. Chief 303 235 2857 P.01 A a-Z~ ggp\~ 1: 54A DEVREVFAX . p B 235~ 855N r B~'Iding Permit N~Da ef ' i b6~ 1 DEPARTMENT OF P CTNON D1VIS ONE UILDING INSPE CiT`( OF WHEAT RtDGE JfaCP WHEATERIDGE, CO 80215 ProPertYOwner: X ROC-~. `~OU-~'L~'(~xl1 'Z+ U3-q~o~'21.36 u, 6 .1- YYL l t-CX Phone : X~ PropertyAddress: ~ /U~~q ~~J ~ ConVactor Licen~se No. : X 1`73QD Company : X`7L, v SS CX OWNER/C R SIGNATURE OF 1 he, an0 made are aceunte; mac I n..~ .ODacation, and lhal I assume (uli Code (U.O.C.) and aII olher aG7 (owr+eR)(coHrw.croa) s"'ne nta, e or 7ations Phane: X 303-?4o '95 &(P etion Vaiue : Permit Fee : UseTax: 5 Total : ~ U_=_e : X 5q 30 ios~ 05 ~ Zoning : em_mMMMZM qpproval: PG61f~~ I Approval: Occupancy : Walls : Electrical License No : Company : t' n Date' Root : ;tories : plumbing License No : CompanY : ExpiraGon Dale : - A ~ RECEi~rED JUHQ TgQ~ Mechan"~ral Li~nse No : Company : ExpiraUon Date : Ezpua io - qpproval : qpproval : qpproval : .~w a e+e zw~a wu aomNance wiM IM 0~^'~510^i xt hM In Y~ sCdio6on: N la fuDRa ~ Ws le1 W U~s suta a Cdas~ ~i~ ~nu o~?^^ qqqs, ILtf ( 1 u. rvaa a~~~ eaa« tns add~a u10fxee uSu+o~~ 01 bawd M o1VU~aal ~CWoao « a~v ~ Aaslmmlw+~ ~~vwiOemW<na~e p~gWaLOns anE Bu W w+a^+n^ «.o.naavne^~ oNna¢ 'rN' nQ~?• uP dn y~ ~ w il tZOr wak rp (1) 7T~a pertnn f~ aiWe+q amnaoned l« s Ve~ ~ ms W a not esxeCe me (t) r Isan~Of0~~1OIbn M inf ~~ukedlaaWMaune~ lbelor eatseEs Vie(~)Ytu. NU kes fhaq Ds P~a neww nN Ilow ~IX •M~snan rau+~.+^aan iowa'~ "s0°" q" a m, v~"iswn. 4 No work d alu0 Oa Aon~eu WpMtrc (241 ~s w+, M. (51 ~~iiqv~r,MSw~us dtlro ppuansMrolDeax suueEwOeaD~^'Kfa.nd an WW la) a~ ~'.a~ asp ornmy oma o~aiwca. w. rwe «mw~on. _ F,,r Mayor Chie( Building fnspector THtS PERM17 VALID CA~~~ 4 5933 24 HOURS PRIf: R TO ~INSPIECTION ECTOR AND MAYO ANO AGREE AENT DescriOtion: tylS~-tA1,`c~~-e'~pV1 O~ 01~ e. p~~6, rav.~.~c C~~o. ~e~r ~ Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII.,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 9834 COIvIlv1ERCIAL ADDITION OWNER: RockyMountain Bottling_ADDRESS: 10619 W. SOth Avenue PROPERTY ADDRESS: 10619 W SOth Ave Wheat Ridge CO 80033 DATE Oct 24.2000 CHIEF BUII,DING ZONING Building Permit Number : 9834 Job Address : 10619 W 50TH AVE ~ Description of Permit : Construct approx. 40,000 sq ft. building addition for bottling plant cte packaging expansion. Building Inspection List Number T Date A roval Remarks 25675 GPAT l16/200 ok/b 25676 RE in admin area /16/200 ok/dm wlnotes 25690 GPAT first thin /16/200 ok/b 25724 RF 123/200 OK/BG 25725 RP l23/200 OK/BG 25750 DWS l28/200 ok/b 25998 RE - Above ceilin /22/200 dis/dm 26013 FE 3/231200 ok/dm 26014 FP 3/23I200 OKIBG 26015 FM /23/200 OK/BG u W ~9Z 133NS SIHl Sd33NNIddS 34101 Z80 .zaqumN uot~>?,z~}st~a~ a~~~S op'?.zoio0 - - :xe - - a ~ 6~b06 ~6~ E08 ~ ~~00 ~6~ 80E I Z ~ 0(]VdOIOO `N OO z ~zI o ~.zo o `pooMaj~u~ ® ' ~~I08 p I ~ uoson no ~ ' M Z u~ S 9~0~ ~ ~ N®UICICI ' SSV1O > ~1d z~ 0 ~ l Z 3WOdH0 ,551 „Z/ L 1N30N3d a3SS303N Z3-d3 338b`I33d ® Q W • ~ a iNVId SSV~O SZ *OM O Qo ~ 1 E ® ~®j as o~ a~1 - d 3f13d N ajs3 a- `z~Z SSdNB ,OOZ „l 1N30N3d d3S3 5Z N dl dl 30 0 Q _ z LL- 0 3: 1 'J.l.b HSIN13 'dW31 '3140 N011dIdOS30 308W1~S ~S N(]IldI~~S~Q 31dQ 'ON 3 00 ON IAUH SdOOO o sa ~ c~~a sa ~ Q U ~ ~~~:~o~o~~s s~®o~~n~a~ Q W J J F- Q J ~ ❑ ~ p] ~ A W ~ W a ~ ~ F--i J 3 ~ ❑ r ~ W ~ ❑ Q Y F-~ ~O~ ~ ° W W N Z ~ ~ Q E ~ Ca ~ V d o v z z z~ Q 5 ~ ~ ~Wn. _ ° w d ❑ z ~ cnQ~a z. z ~ -r ~~~3~ Y 'o ° z w ~ W Y o ~ ¢ ~ ~ W ° N,~ W ~ 7 W q Z F W Q • C W 6, ~ ~ j C] fa Z o ~Q ~ 4-, ry~~ ¢ a o x J~ N 3 ~ w °o o~ ~ 3 LEI W W n. a v~ W w ~ I 1~ U l~j Q ~ R' U ~ M Q (n Gl • W • • > W W W J w ~ a o• 3~m~ a JNN 3 M q o ° ~ V Ca Z W E"'".. 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N I N + I n1 ~ dN dN v ~ dy dy v i dyf v ~ ~ dyf, ~ ~ dyf, v w dyf v ~ ~ I dyf, v dys ys~ s~ ` ~ ~ ,~_i 1 ~ ~ !I' „i ' Imo,, r,~ 1 I I,i ; ~ ~ ~ ~L ~ I I ~ - ~ I r i , 1 i I - , n ~I ( ~ I ,II li, ~e ,i ~ I ~ i / i'C ✓ ~ \ m m ,I m m m ~ 1 ~ ~I,' I I'i ~ QA O~ ~ .x' I .x' I 1 ~ .x' ~ ~ i i ~ I N N I i, N N i i 1 N N 1 N N N N N N + x'~ l ~i N N V~li N N N N m II ~ r ~ II; ~ d I I d ~ d d dy d yd, i~ d ,~j ! ;III d _ Ili dyf dq, d~~ ' ' 'I ys~ i ys~ y~~ s~ ~ 1 , ~ 1 ~I I +~4 ; I 1~ ~ ~ I I ~ I ' j ill ;~~I, I Ili c; vi d,l ~l ~i ~j N ~II N. N+ r- F-i r b °1 r ~i~ F- - i O', i I 'I'~~ n: h o' ~ r, ~ i 'i~ lip o: L: I r. o ,I-~6 I ~ - a l V I l~ I_~___ l~ j ' I''I I i~ ' - - . -AI .0-,Ol .0-.6 .0-AI .0-AI .0-.E .0-,L .0-,Ot .0-.Ol .D-,S .0-~ ,O .S .O.OI 0 ,zt .0-,b ,0 ,zE .-w , ~ v. ~ W WI W ~',u~coBs ENOI N EEHtNGm Page 1 of 3 10(0l ~t (11 sp- r (A 1 PROJECT NOTE 009 CLIENT: Coors Brewing Company JEG PROJECT NO. 09-U667-BG PROJECT: Packaging 2000 CONFIRMATION OF: X MEETING ❑ TELEPHONE DATE HELD: 11115199 ❑ OTHER: DATE ISSUED: 11117/99 RECORDED BY: S.C.Axcell SUBJECT: RMBC Bulk Glaas Fire Protection Requirements MTG PLACE: Denver West PARTICIPANTS: ('DENOTES PART TIME ATTENDANCE) Durbin - Jacobs S.Axceli - Jacobs T. Sorensen - CBC T. Cessar - Valley Water G . Bullock - RMBC N. Riggio - CBC K.S.Shriver -Arvada Fire Dept. D. Morgan - City of Wheat Ridge D . D. Armagost - RMBC C. Ostlund - CBC Bob Arnold - Valley Water H. Bunge - Valley Water ACTION ITEM REQ'D BY rties to understand the fire protection requirements a 1. Objective of in Arvada Fire D. 2. Ee S. Axcell opeelcoming all, giving a brief overview of project and EE~E introduce thetheir interest and role. 3 Meeting was then tumed over to Sparky Shriver who explained requiremenu, which conirmp . . In essence the existing water flow from the pond pump is by Gary Durbin in project note: PN-BG006 inadequate protection for the existing facility which would be further exacerbated with the new building addition. In summary therefore facility upgrade is as follows: • Need to have all azeas completely covered by sprinklers, new building and old office azea. • 2-hour rated fve flow of 4000 gallons per minute is required for the facility. • Hydrants requ'ved on the west and north side of the property. At present only hydranu aze off the Inland Container private fire water loop, which has an adequate flow requirement for RMBC. • To provide the 4000 gpm, a fire loop is required offthe Valley water supply. Hydranu aze not allowed on a dead end main per Denver Water Department requirements. 4 Valley water then explained their involvement. They would design, own and maintain the new water supply . loop. Preliminary work on determining a suitable loop routing had been completed and the flow available off Miller Sffeet and 50" Avenue confirmed to be adequate to meet the fue flow requirements. Valley water act as agenu for Denver Water. Denver water requires a 30' wide easement along the £~re loop. Having looked at the possible routing the following options aze available: • No open space with sufficient room for a 30' easement exists on the east side of RMBC for routing the line. • Routing from the east side (Miller Street) would require granting of an easement from the property owner north of RMBC Miller Street Wazehouse. • The line would then be routed across the north end of RMBC and then south between RMBC and Inland Container Company. Inland would be required to grant an easement as the property line falls in the center of the fve lane between the two properties. • On reaching the south side of the property the line would route west across the front of the Inland PN-BG009.doc ~coes EN6INEENINGo PROJECT NOTE 009 JEG PROJECT NO. 09-U667-BG CLIENT: Coors Brewing Company PROJECT: Packaging 2000 ACTION ITEM Page 2 of 3 property to tie into a 12" Valley water line on the west side of the Inland property line. Agam an easement would be requ'ved from Inland. • When questioned Valley water agreed the line running east gcross the sou o sede of~ s would couldebegate replaced with a line mnning south to 50'" Avenue, remainin on RMBC p p~y the need to excavate in front of Inland, which would essentially put there only dock receiying and load out azea out of use. owner was unwilling to • An alternative routing was suggested for the nort,h~s;da o~~NE d property b~g e line from the west, has a grant the required easement across his property. definite grade change challenge for the design and would require easement grants from Inland and the properiy owner west of Inland. This route was further explored in the field after the meeting with the ysical engineering concemed Valley Water engineers and would seem feasible as a ha~~t would be installed on a spur runninB • Coming off fl~e line across the north of the property y northwards to provide fire protection cover for the propane storage area. The Fire Marshall agreed that a certificate of occupancy would be granted if, at the time of application (eazly March 2000) the water supply from the south side of the loop was operational. The new building and a hydrant in the area aze tied into this line and functioning. 'I'he remainder of the loop coming across the north of RMBC and then south between Inland and RMBC would need to be under construction.-- Sequence of evenu: The requirements to meet the in-service date for A tank and the bullc glass packaging were discussed at length with the following agreement on the items that needed to be completed and the sequence of these events. 6.1 CBC / RMBC to agree to proceed with upgrade. 6.2 Discuss granting of easemenu and obtain agreement with respective property owners. Needs to be completed within one week. 63 Once easement agreement reached plats recording easements need to be lodged with Wheat Ridge Ciry. 6.4 Immediately easements agreed sufficient engineering can be completed by Valley Water to make application to Denver Water for approval. Approval process takes 6 to 8 weeks. Need to make application beginning of December to ensure approval by end of January. January 6.5 D4uazndg ~ ko nsureco tra o r eady o proceed as oon asDen errWater ggves ppr ba ° evaluate and r:.., valtev water all expressed commitrnent and willingness to assist 7, I arvaaaruc,.-F., - wherever possible to make the tight schedule. PN-BG009.doc E N~OBSo PROJECT NOTE 009 JEG PROJECT NO. 09-U667-BG CLIENT: Coors Brewing Company PROJECT: Packaging 2000 ACTION ITEM Page 3 of 3 This Project Note is being issued approved prior to Coors review. Once Coors has reviewed the Note, if changes are required, it will be reissued with revisions hig6lighted. Steve Axcell Steve Axcell Project Manager Distribution: Participants S. Holick T. Altice W. Miller F. Mostaccero T.Story G. Delgado PN-BG009.doc JACOBS ENGINEERINGs Jecoba Engineering Group Ine. 1670 Broadway, Suite 3200 Denver, Colorado 80202 303•830•6933 Fax:303•630•6911 Mr. D. Morgan Codes Administra!or City of Wheat Ridge 7500 W 29'h Avenue Wheat Ridge, CO 80202 November 30, 1999 Re: Fire Protection Letter of Intent for Rocky Mountain Bottle Company Expansion Dear Mr. Morgan, ~C, L'-) ' VACu~ Please find attached a copy of a letter, duly signed by Coors Brewing Company, which addresses the issues discussed in your letter to me dated November 24, 1999. This letter was sent to the Arvada Fire Marshall on November 18, 1999. If this letter does not suit your requirements please let me know. Your willingness and assistance in working with us on this fast track project is greatly appreciated. Sincerely, eve . cell oject Man r Jacobs Engineering Cc: W. Miller D. Armagost N. Riggio LT003 Coors Brewing Company Golden, Colorado 80401-0030 Navember 18, 1999 Mr. K. "Spazky" Shriver Fire Marshall Arvada Fire DeparUnent 6503 Simms Street (PO Box 3D) Arvada, CO 80001 Dear Sir, Re: Fire Protection Upgrade at the Rocky Mountain Bottle Coropany This letter serves to confirm tttat Coors Brewing Company, the proper[y owners far the Rocky Mountain Battle Company, located at 10619 W 50' Avenue, Wheat Ridge, Colorado, lias noted and agrees to compty witli Uie Arvada Fire Department's fire protection upgrade requirements for the Rocky Mountain Bottle Company. To comply with the Arvada Fire Department requirements the following upgrade needs to be completed: • Tie-in a fire loop, off the Valley Water system, which provides a minimum fire flow of 4000 gallons per minute, rated for two hours. • Upgrade the existing administrative azea in Building #25, such tha[ the entire area is fully sprinkled. • Fire hydcants shall be located within 150 feet of a fire department connection serving a sprinkler or standpipe system. • The new building addiuon fire flow supply is to be taken off the new fire loop and not connected to the existing system. T1ie Coors Brewing Company hereby commits to completing this upgrade, with the understanding that at the time of occupancy of the new building addition, it is necessary to have a portion of the new fire loop complete and in use as the fire protection water supply for the new building additioa Tlie remainder of the loop, if not complete at the time of occupancy, will be under construction and will be completed shor8y thereaRer. It is our understanding that by making this commitment, consiruction of the new building addiuon above grade will be pernutted ahead of completion of the upgrade described above. Coors Brewing Company appreciates your willingness to work with our project team and grant these concessions. Sincerely yours, Jp6jn/ SGLfiAr<6~49y i(e~-!4/ f-• ~6~~ijv~ John Schallenkamp Vice President, Engineering & Technical Services Cc: Dan Brown - RMBC Steve Axcell - Jacobs Engineering Business Unit oi LT003 SAFEL`K! rne ciry or 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 November 24, 1999 lbLpl R w ~o Jacobs Engineering c/o Stephen Axcell 1760 Broadway, Suite 3200 Denver, CO 80202 RE: Coors Bulk Glass Addition Letter of Intent Dear Mc Aaccell, GWheat 'Ridge The above referencedproject's permit isbeing issued onlv for foundation and shell construction and does not include electrical, plumbing and mechanical until plans and specification for each are submitted to the Building and Fire Department for review. Please note that due to the urgency expressed by the contractor for the issuance of this permit and the Ciry's attempt to accommodate your needs, there are conditions of approval attached to the plans. The conditions placed on this project by the Planning Department are noted on the building permit. The conditions placed on the project by the Building and Fire Departments are noted on the plans and are as follows: L Provide a letter of intent signed by Coors and the Contractor stating that all parties agree that NO occupancy will be permitted in the new addition prior to the completion of the sprinkler system in the new addition and existing building. Also state that all parties agree to have the new water line loop completed and approved within 10 days after the Certificate of Occupancy is issued. 2. Submit the letter of intent no later than December 6.1999 as a condition ofpermit approval, failure to provide the letter by this date will result in the permit being void and a stop work order will be issued to the contractor. If you have any questions or comments regarding these conditions, please contact me at 303-235- 2853. Sincerely, Da~M an Codes Administrator cc address files Taylor Ball, 4990 Pearl East Circle, Suite 300, Boulder, CO 80301 Kent "Sparky" Shriver, Arvada Fire Department Alan White, Planing and Development Director Greg Knudson, Development Review Engineer Meredith Reckert, Planner (303) 234-5900 • ADMINISTRATION FAX: 234-5924 0 POLICE DEPAF DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 t CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N PropertyOwner: °roperty Address : t t~6~~ Phone : 30~ ti2.5'1~4~ Contractor License No. : Company : Z-~\y i--o-;~-,, %.Nu Phone : 303 ~1Z8 lqayp OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of INheat RiE9e or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree ta abide by all conCitions printetl on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and a11 other applicable Whgat Ridge o:dinances, for work under this pertnit. ConstructionValue: (kl~ livgi g`j,3 Permit Fee : 6a 43• 10 Use Tax : 1 6 1,T$3 Total: 4 (114q. (OWNER)(CONTRACTOR)SIGNED DATEIL'IFl~1 USB: ;=.z 1 660 Descri ia~ : Goa sr~ev~r AiPt0 x. `10, oocz~Jsr a Aove r.o.J Fo~e go:~a.a 6 i?a FGA.v-r eRCKAGiNG DlnJG AOY~~•o•" 7-41 /od17iloefLI-J;;' dSivb ~t'FC~rSf ybuo~.E %Ec ~i~n,dts io .A.tfcH rfriSTi•J6, ,~1j'-1 1 BUILDING DEPARTMENT USE ONLY - ~ - ~ ~ Approval Zoning: 1 Approval tir~Cr,c*Z,rz~rr. ~s-c.. < i i !7 s t PR~k~CB.... 14'((A~.1'~D ' p-~th'fYJ Gov1'Mv101LT~'. f-r' Approval : 7-It '%',%i_ ~ Occupancy : Walls : Roof : Stories : Rtial Units r~ `-7 - ectrical License No : Plumbing License No : Mechanical License No : flnpany : ~ Company : Company : Expirati Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ pmvisions set PoRh in yopur applicati4n anE is subject to Me laws of the Slate o( Coloratlo and to the ..omng ~e, GnloreCO or any other appliea0le ordinances of IDe Ciry. cM ,s not mmmencvd wdhin sinty (60) days f:em isv!c date ar (B) the building auNOnzetl is suspenEetl or {-'fk~l lP GI 7`' ( quiretl for a fee of one-hatt the amount nortnalty requiretl, provitletl no changes have been or vnll be maCe in the ~'s O T p ~ension or aGantlonment has not e+cceeCea one (t) yeac If changes are maEe or it suspension or abantlonmenl /1~ fG O O~ v a new permil r~ change Ne natu2l flax of water wusing a tlrainage pmblem. /G~ rventy-(our (24) haurs in advance Mr all inspectior~s antl sAall receive wrdten approval on ins0ection aartl Defore pwings and sDecificaSons shzll not be mnsWed to be a pertnit for, nor an approval of, any violatlon of Me pmvisiona ~ eW, Nle Or regulali9n. \ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9834 BUILDING INSPECTION LINE - 303-234-5933 Date : 11/24/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10619 W 50TH AVE Phone : 425-7841 Contractor License No. : 20534 Company : Taylor Ball LLC Phone : 928-1800 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value $1,118,873.00 I hereby certiry that the setback distances proposed by this permit application are accurate, Pefmit F2e : $6,043.10 and do not violate applicable ordinances, rules or regula6ons of the City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and allegations covenants Plan Review Fee : $0.00 , made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building U50 T8X : $16,783.10 Code (U.B.C.) and all other applicable Wheat Ridge rdinances, for work under this permit. 20 826 $22 ~ y~ ATEI~ ~ - , . Total: (OWNER)(CONTRACTOR) SIGNED Use: Description : Construct approx. 40,000 sq ft. building addition for bottling plant packaging expansion. Building addition to be constructed using precast double tee panels to match existing BUILDING DEPARTMENT USE ONLY Approval : 4AW 11\(1 Zoning : PCD Approval: DM ~ R"~~~ Approval : GK Occupancy : Walls SIC : Sq. Ft. : 40000 Development must be consistent w/City Council approval. Developer is responsible for utility relocations upon consultation wlcity forester, trees dis- Okay per conditions stated on plans and attached letter. Foundation and shell ONLY, NO electrical, plumbing or mechanical ENGINEERING FEE $550.00: relocated to perimeter of pai Roof : Stories Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : :d by new parking lot shall be lot Residential Units : Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set forth in yopur appliwtion and is subjecl to the laws of the Stale of Colorado antl to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days irom issue date or (B) the building authorized is suspentled or abantloned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or aDantlonment has not ezceedetl one (1) year. If chan9es are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naNral ilow of water causing a dramage problem. (5) Contractor shall notiy ihe Builtling Inspector hventy-four (24) hours in atlvance for all inspeclions and shall receive written approval on inspection card before proceediing wilh successive phases of the1ob. (6) The issuance oF a permit or Ihe approval of drawings antl specifcations shall not be construetl to be a pertnit for, nor an approval of, any violation of the provisions of the builryRfj yotles or any,_other ordinance, law, rule or regulation. For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building pertnit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary corrections of electrical, plumbing, mechanical and framing systems. Inspections aze performed by the Building Division. 2. The comple[ion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certificaAOn is required from the projects civil engineer of record. Inspection aze performed by the Public Works Department. 3. The completion and acceptance by the City of Wheat Ridge of a11 required public improvements, or a Development Covenant may be processed in lieu of construction said improvements. The Public Works Departrnent performs these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site nnprovemenu. Inspections aze performed by the Planning and Zoning Division. All the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uni(orm Building Code, Section 109) The CiTy is not responsible for any real estate closings or other agreements concerning the properry which may be affected by failwe to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing temis and conditions. Name (please print) . Signature: Date: PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 1% / Z'> Applicant I&uW I lean"nA%P1 (e, Phone #39~)s Location of Construction I C)`' 1 l~ .~U~ ~G • Purpose of Construction 4 L~ 5~'[)lc,~ . Building Permit Value I co Single Family Commercial Multi-Family DEVELOPMENT REVIEW FEES 00 Development Review Processing Fee: $50.00 $ (for document processing) Single Family Residential Review Fee: $25.00 $ -0 (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for pe construction in right-of-way, final drainage report and erosion control plan). $ 500 Subdivision Improvement Agreement Fee: $125.00 o- (for document processing and recording) Development Covenant Fee: $125.00 $ - o ~ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ ~ ~ - (for document application and processing) Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 $ (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) $ 55E). ep PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMIITING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. ~ Signature of Applicant ~ Date C' r 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 The Ciry ol ~~QF WHEqT,pO i GWheat ~ m GRidge °°t o R poo LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE Il Z'S 9 ADDRESS p(Q° \4 566 -ANt-• Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall_be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. If you have any questions, please contact me at 235-2868. S' cerely 1 ~ Greg Judson, M.P.A. Development Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234-5924 0 POLICE DEPARTMENT FAX: 235-2949 DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW Date:J~.l9q y~, ~„~_~4 Sn~J o~ wr+s.~r F ~ ~~~y"i V C`1 pOCORP~O Attention: Building Department I have reviewed the attached materials submitted in application for approval of a ~ at the above referenced address. Please note the summary comments below. 1, ~ Boundary Closure: ~ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot dramage/grading to be reviewed by Building Division _ d. Site draina~e/gradin~ provisions have been reviewed and aze: ~ OK Not OK; refer to stipulations. 3, / NPDES Permit Required: _ Yes ~t No 4, ~ Public Improvements: a. street paving needed: _ Yes X No b. curb and gutter needed: _ Yes ~ No c. sidewalk needed: _ Yes ~ No d, street lights needed: _ Yes ~l No e. storm sewer needed: _ Yes ~ No f. letter of credit required: _ Yes ~ No If a letter of credit is required, for what improvements. Amount of letter of credit: Subdivision Improvement Agreement required: - yeS X No g, _ ~C- Development Covenant required: - yes ~ No 7, ✓ If Yes, for Traffic impact analysis and report required: - Yes Y No Yes ~ No g, y State Highway Access Permit needed: _ New roadway or alley R.O.W. dedication recommended: _ Yes ~ No 9, _,_,l 10 If yes, what is recommended? All exis dedicated roadways/alleys meet the standards of the City:_ Yes _ No If no, hic do not and hat is requested: 11 ! ~P The blic Wor s Department has reviewed this request and hereby gives its . appr v, subject t he above nd/or attached stipulations. n 23 T- ~ 12, Signatu e res udson Date NO AP ROVAL: The Public Works Depar[ment has reviewed this re quest and does not give _ its approval for the reasons stated: Signature Greg Knudson 13. Stipulations attached: _ Yes ~ No 14. Summary Comments: „na1 u~.i~,i~~w't~~na~~al . rc cor~l G~y PP Date x~ ~r. ~~c. ~ ~ ~ ~ 2 G. 1 S~pN fC a~rtd ~ p~~ GGt~S C~''~~~~ p~~ar ~o Go. ~ss~~. RE Nilce StoeTfleP -,zracwrmo~a,s~a.m~maaeaa~ Realdential and Commerclal Plae Rerlew Pinn Review Cwrectan Lst "Ct Im ~B~ic 61ass Fec~tY Addresa: W.68 AvM hu NmOW 22, 08 Yftft S Ii8 873. 6,0 PiefW S .:39z7.4S I . Submit a copy of the soils report for the addition for review. 2. Submit special inspector certification information for welding and embedded bolts per UBC, Chapter 17. 3, provide certification information on who will be inspecting high strength concrete per UBC, Section 1701.5. 4. Submit structural information on stairs at northeast corner of building and at door between future office and manufacturing area. 5. Submit information on grout material being used. g. Submit underslab plumbing and electrical information for review. 7. Show 3/0 x 3/0 landings at all exterior doors on sheet FB2509004. Submittal is: NOT APPROVED, Submit additional information for review A B C D E F G H J K ( L 00005 pL A HHF~D MDU37ROAL DEMELOpNFC N'T SHEET I OF 8 soac PACE FO d 0 HO NO. 9 RECEPTION No. AN IEN D M IEN T NO. le DATE OF RECORDING WMEA7 RD03E I COLORADO INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.1/4, S.E.1/4 AND A PART OF THE S.W,1/4 N.E. 1/4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE SIXTH , P.M JEFFERSON COUNTY COLORADO DR1GBIOOOKKP14°P~E 18 0f "TPLA" COORS BREWING COMPANY BEING THE OWNER OF THE REAL PROPERTY OF 26.84 ACRE`S MORE OR LESS DESCRIBED , NOTARY PUBLIC SUBSCRIBED AND SWORN TO BEFORE ME THIS , . PUBLIC SERVICE COMPANY OF COLORADO RECEPTION No. 00947892 DATE 3/16/76 2 AS FOLLOWS: DAY OF A.D.19_ PORTION OF TALMAR INDUSTRIAL PARK FILING N0. 1 AND A PORTION WITNESS MY HAND AND OFFICAL SEAL. /S/ P I D AMENDMENT No. 1 BOOK 36 PAGE, 11 2 OF THE N W 1/4, S.E. 1/4, AND T4 S W. v4, N.E. 1/4, SECTION MY COMMISSION EXPIRES DATE RECEPTION No. 84017574 16, TOWNSHIP 3 SOUTH RANGE 69 WEST, 6TH. P.M., WHEAT RIDGE, COLORADO DESCRIBED AS FOLLOWS; DATE 2/27/84 , BEGINNING AT THE S.E. CORNER, N w 1/4, SE. 1/4 OF SAID NOTARY BE& NOTARY PUBLIC DATE U. S. WEST COMMUNICATIONS COMPANY I j SECTION 16 THENCE 589.43'19"W ALONG THE SOUTH LINE OF THE N W 1/ 4 I 00 FEET TO T S 4 E 3 S/ P I 0 AMENDMENT No. 2 . . . / . , 0. HE TRUE POINT OF BEGINING, , BOOK 89 PAGE 16 THENCE CONTINUING S89'43' 19"W, 921 39 FEET MORE OR LESS TO A DATE RECEPTION No. 66051671 POINT THAT IS 376 72 FT. EAST OF THE S.W CORNER, N.W. 1/4, DATE 5116186 5.E. 1/4, THENCE NORTH AND PARALLEL TO THE NORTH-SOUTH CENTER- LINE OF SECTIDN 16, 1323 42 FEET MORE OR LESS, TO A POINT ON 1, ROBERT E. HAIGHT, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF SWADLEY DITCH COMPANY THE SOUTH RIGHT-CIF-WAY LINE OF THE COLORADO AND SOUTHERN RAIL- . COLORADO,DO HEREBY CERTIFY THAT THE SURVEY OF THE COORS PLANNED P I D AMENDMENT No 3 ROAD, THENCE N74 52'30"E ALONG THE SAID SOUTH RIGHT-OF-WAY INDUSTRIAL DEVELOPMENT WAS DONE UNDER MY DIRECT SUPERVISION AND /S/ . ODP BOOK 70 PAGE 51 3 LINE, 642.61 FEET MORE OR LESS TO THE N,W.CORNER OF SAID TALMAR THE DIMENSIONS SHOWN ARE CORRECT TO THE BEST OF MY KNOWLEDGE. DATE RECEPTION No 93127559 INDUSTRIAL PARK,FILING NO.I,THENCE SO'00'45"E ALONG THE THE WEST DATE 6/20/93 3 LINE OF SAID INDUSTRIAL PARK 369 34 FEET THENCE N89'45'13"E 302.33 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF MILLED 100 YEAR FLOOD PLAN PR R , STREET, THENCE SO'DO'00"E ALONG THE WEST RIGHT-OF-WAY LINE OF OPE TY NOT SUBJECT TO STREAM FLOOD ENCROACHMENT: CiNLY OVERLAND FLOWS FROM THE RESPECTIVE WATER SHEDS ABOVE THE SITE WADSWORTH DITCH COMPANY MILLER STREET 536.23 FEET TO THE SOUTHEAST CORNER OF TALMAR - /y INDUSTRIAL PARK FILING NO I, THENCE CONTINUING SO'00'00"E ALONG THE WEST BIGHT-OF-WAY LINE OF MILLER STREET A DISTANCE OF THE ABOVE IS BASED ON INFORMATION CURRENT ON G DATE 562.68 FEET MORE OR LESS TO THE TRUE POINT OF BEGINING EXCEPT AND IS SUBJECT TO CHAN ING CONDITIONS AFTER SUCH DATE. THAT PORTION DESCRIBED IN BOOK 2163 PAGE 736 AND EXCEPT THAT ANDT X63, GE 738 ECEPTT THA TPORTION DEDICATEDRFORR PUBLIICOSTREET INAPLAT 86OK CITY OF NEAT RIDGE, DIRECTOR OF PUBLIC WORTS IM~nFt~~ ttMlii,'A W~{ ~w ~pYIpp fzfans IGW u' Ouv OF M' DWt~ G~®V3 89, PAGE 16, RECEPTION NUMBER 86051671, OF THE RECORDS OF JEFFERSON ROBERT E.HAIGHT COLO.P.LS,13495 /S/ COUNTY, COLORADO. CERTIFICATION DATE DATE 1. LEGAL DESCRIPTION i HAS PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER I THE NAME AND STYLE OF COORS PLANNED INDUSTRIAL DEVELOPMENT, S A PORTION OF TALMAR INDUSTRIAL PARK FILING NC I A PORTION I OF THE N.W. 1/4, S.E. 1/4, AND THE S.W. 1/4, 9.E. 1/4, PLANNING COMMISSION CERTIFICATION 2. P4QT PLAN 4 SECTION 16, TOWNSHIP 3 SOUTH RANGE 69 WEST AN OFFICAL DEVELOPMENT OF A PART OF THE CITY OF WHEAT RIDGE COLORADO APPROVED THIS DAY OF , 19 CITY OF WHEAT RIDGE, DIRECTOR OF PARKS AND RECREATION !SI - , , AND BY THESE PRESENT DO DEDICATE TO THE CITY OF WHEAT RIDGE i AND THE PUBLIC, THE STREETS, ROADS AND AVENUES AS SHOWN ON BY THE WHEAT RIDGE PLANNING COMMISSION. DATE 3. BUILDING DEVELOPMENT PLAN THE ACCOMPANYING PLAT FOR THE PUBLIC USE THEREOF FOREVER AND DO FUTHER DEDICATE TO THE USE OF THE CITY OF WHEAT RIDGE AND ALL MUNICIPALLY OWNED AND/OR MRINICAPALLY FRANCHISED UTILITIES AND SERVICES AND SPECIAL SERVICE DISTRICTS, THOSE PORTIONS OF CHAIRMAN 4. SITE DEVELOPMENT PLAN SAID REAL PROPERTY WHICH ARE SO DESIGNATED AS EASEMENTS AND RIGHT-OF-WAY FOR THE CONSTRUCTION, INSTALLAT ION, OPERATION, MAINTENANCE REPAIR AND REPLACEMENT FOR ALL ERVICES S INCLUDING WITHOUT LIMITING THE GENERALITY OF THE FOR60ING THIS AMENDMENT CONSISTS OF THE FOLLOWING CHANGES: 5. PARKING AND ROADWAYS , TELEPHONE, AND ELECTRIC LINES, WORKS, POLES AND UNDERGROUND PLANNING AND DEVELOPMENT DIRECTOR 5 I CABLES, GAS PIPELINES WATER PIPELINES SANITARY SEWER LINES, STREET LIGHTS CULVERTS HYDRANTS, DRAINAGE DITCHES AND DRAINS /s/ 1. BUILDING DEVELOPMENT 5 AND ALL APPURTENANCES THERETO, IT BEING EXPRESSLY UNDERSTOOD A. BLDG,LOT COVERAGE INCREASES FROM 31 9 Z 6. UTILITIES PLAN AND AGREED BY THE UNDERSIGNED THAT ALL EXPENSES AND COSTS DIRECTOR . TO 35.37. INVOLVED IN CONSTRUCTING AND INSTALLING SANITARY SEWER SYSTEM WORKS AND LINES, GAS SERVICE LINES, ELECTRICAL SERVICE WORKS B. ADDED BULK GLASS ADDITION TO BUILDING 25. 7 DRAINAGE PLAN AND LINES STORM SEWER AND DRAINS STREET LIGHTING GRADING AND LANDSCAPING GUTTERS CURBS STREET PAVEMENT SIDEWALKS , , , , , AND OTHER SUCH UTILITIES AND SERVICES SHALL BE GUARANTEED CITY COUNCIL CERTIFICATION 2. LANDSCAPING AND PAID FOR BY THE DEVELOPER OR ARRANGEMENTS MADE BY THE DEVELOPER THEREFORE WHICH ARE APPROVED BY THE CITY OF WHEAT APPROVED THIS DAY OF 19 - A. ACREAGE REDUCED FROM 38.77 TO 35.62. 8. EXISTING TOPOGRAPHY RIDGE COLORADO, AND SUCH SUMS SHALL NOT BE PAID BY THE CITY OF WHEAT RIDGE, COLORADO AND THAT ANY ITEM SO CONSTRUCTED OR BY THE WHEAT RIDGE CITY COUNCIL. g, PLANTING SCHEDULE UNCHANGED, BUT ll l , INSTALLED WHEN ACCEPTED BY THE CITY OF WHEAT RIDGE, COLORADO, /S/ TREES AND SHRUBS RELOCATED. ' SHALL BECOME THE SOLE PROPERTY OF SAID CITY EXCEPT ITEMS OWNED BY MUNICIPALLY FRANCHISED UTILITIES OR SPECIAL SERVICE MAYOR 3. PARKING AND TRAFFIC 6 DISTRICTS AND/DR U.S WEST COMMUNICATIONS COMPANY WHICH ITEMS, T T T TOTAL SPACES REMAIN AT 250 6 WHEN CONS RUC ED OR INS ALLED, SHALL REMAIN THE PROPERTY OF THE OWNER, AND NOT BECOME THE PROPERTY OF THE CITY. CITY SEAL A. , AND FURTHER, ODES HEREBY AGREE THAT THE PROPERTY LEGALLY DE- B RELOCATED EXISTING PARKING EFFECTED BY SCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT T T ATTEST: THE BULK GLASS ADDITION. CITY OF WHEAT RIDG Ydl 9311 IN ACCDRDANCE WI H HE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REOUIRED CITY CLERK C. ADDED NEW PARKING LOT TO SW CORNER p, BY LAW l(WE) FURTHER RECOGNIZE THAI THE APPROVAL OF FINAL DEVELOPMENT PLAN (AND PLATT DOES NOT CREATE A VESTED PR P RT OF PROPERTY. ~ O Y E RIGHT VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE ADDED CONNECTING ROAD FROM NEW DOCK D - PURSUANT TO THE PROVISIONS OF SECTION 26-6(6) OF ARTICLE i T COUNTY CLERK AI4D REC1RDEkS CERTIFICATE . AREA TO CULLET RECYCLING CENTER E ti OF HE CODE OF LAWS OF THE CITY OF WHEAT RIDGE- THIS DOCUMENT ACCEPTED FOR FILING IN THE OFFICE OF THE ENTRANCE ROAD. o43~W~ P COBS REWIND CDM, ANY ~ EXCUTED THIS - DAY of_. 19_ COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, 4. UTILITIES UPDATED TO REFLECT NEW BUILDING. Vd 1 7:Z T COLORADO, ON THE DAY O A. D. n 7 COORS BREWING COMPANYBY 19IN BOOK- PAGE-, RECIPTION NO. 5. DRAINAGE UPDATED TO REFLECT NEW BJLDING g AND PARKING LOT • INDL)STRTA_f g 4 I C F 7 VICE PRESIDENT CONTAINER MANUFACTURING JEFFERSON COUNTY CLERK AND RECORDER . 4 JW 6. EXISTING TOPOGRAPHY -UPDATED 10 REFLECT NEW u P j g iCk 501 LEGAL DESCRIPTION E Ic 1 COORS BREWING COMPANY A7I ESIEU /S/ BUILDING AND PAVING. per ' NOW 001 OF 009 I 1lTla 4 y (W~ W~ C6IMC R ASSISTANT SECRETARY DEPUTY CLERK F ' E D G M 4 °KFG 1 002005a~F B C D E G H J K A 1 2 1 1 3 1 4101 51 I B I C I fl I E SW 1/4, NE 1/4 SZ 52' AD t W, 1 aloe A0 ~ R•~' :p I 1 OU1NE~ 6A2,67 i' RAILROAD SPUR 5 ~v E EASEMENT ~p0 14r REC. NO. 800269161 OR w ; to' I , _ . /rp W ARAM lKeSAIJA:.M•Y I i 30 RAALROAD SPUR v \-W ~o,, 4W t/4, SE e EASEMENT j REC. NO. 82061576 8 3 hI O of ZI i li V, M ' 4 13 E FI t BOOK 2911, Page 185 N 89 302. 33' y~ it PUBLIC SERVICE ; H! CO. EASEMENT II (Al ADOLPH COORS CO. B. 2e06, P.5e6 a„I. ! ~I REC. M. 62076773 nR.w. ~,aa is A••r• ;I ; Q NW 1/4, SE 1 /4 n M SECTION 16, T3S, R 69 W I BOON 2923, Page 710 $ 3 20' WATER LINE EASEMENT VALLEY 11 wi WATER DISTRICT on EEN1~ lrl; 8 i 8.2780, P.7 , P.528 S.oeieT o„c• 0' IRRIGATION 11; t vacated) ltovu•u EASEMENT --_.rl g 0 EY DITCH LUK am ar nawM 11 p RRIGATION FASMENf r^nns iarI/ 1 „ i 7 vacated) " `t I 8' -^r PLBLIC SERVICE CO. EASEMENT _•1_ RN3~,-="--.°-- 121103 G H K r_ SHEET 2 OF 8 BOOK PAGE RECEPTION No. DATE OF RECORDING EAST )/1 COPIER i;IM ~~?+r 10' IRRIGATION EA9ENT ~i SECTtOR i6, T76,RfiW 11 "T! BOON PAGE tali Ito be aoidedl "l COOLEAS SERVICE J~ 237 ; BOOK 2196, P.528 i 1' cu PiBLIC SERVICE CO EASEMENT BCOU PAGE Wede+or rp/ „iel ~ ~ e ■ Ito be doededl""'s- » 1 BOOK 2911, Page 185) „ i ~o pB BOOK 2923, Pogo 710 I; I ti ' SQIJTICAST ICOMER 8 i SECTION 4,T3s,R70W 1 BOOK 89, Page 16 1 $ i ,6 ;RECEPTION No.86051A71 0 SW corner NW 1/4, SESk CITY OF WHEAT RIDGE TALE POINT OF BEGINNING Book 2156, Pape 184 S 89. 43' 19" W 619.32' 376.72't c° WEST 50TH AVENUE r»ua, '-SE Mile '~e W. 50TH AVENUE e•M na, - ' S 89' 43' 19" W 921.39' IS' IEIER EASEMENT CLEAR CREEK VALLEY WATER d SANITATION DISTRICT 8.2205, P.48 PLANNED INDUSTRIAL DEVELOPMFNT A FILING NO. 1 (AMENDMENT NO.4 ) WHEAT RIDGE, COLORADO C D E G H PLOT PLAN ~I COORS BREWING CO. ' v GLASS OPERATIONS JEFFERSON COUNTY, COLORADO OT.%~~k "m 70=m tt SCALE 1" - 100' 1L. r-IVTl 4 9» 00 pli 1 fii n PI f)FVFI PLOT PUN Ito A B C D ~ E ~ F ISO cum eta as 0, 4 I ~ M OO OT 0 02005 12 13 151 161 -1 71 • LEGEND PROPERTY BOUNDARY EASEMENTS AS SPECIFIED IRRIGATION DITCH - COVERED L A d C OUR 00 D E K I L SHEET--2 OF j_ BOOK PAGE RECEPTION No. j DATE OF RECORDING 2 " wrER)AES j . I I 2 n STt E:j ® " • I FIRE D BUILDING NO. 25 PRODUCTION A SOME WAREHOUSE TOTAL ACREAGE OF INDUSTRIAL DEVELOPMENT RET. TAU 130,000 SOFT. BlD6. HI. S2 26.04 ACRES ASP~ ALT ooreENCr A=SS ApAD FUTURE EXPANSION 13 50,000 SQ.FT. BLDG. Hr. 35' g au OFFICE 8 STORES AREA N 22,100 $0. FT. MR, 35' 9ACREAGE . 04 ACRES 36BULDNGS ISXIOF TOTAL (APPROX.) B MILLER M a BUILDING NO. 36 10PRODUCTION STORAGE 3,0000 SQ.FT. 0LDG. HT. 37' ACREAGE OF HARD SURFACE AREAS, CONCRETE, F 1-1 STREET ASPHALT ETC. GENERAL USAGE s j r• 2.65 ACRES 9.8% OF TOTAL (APPROX.1 ! E31 FIRE PROTECTION PULP STATIONS 3 COORS GLASS PLANT WAREHOUSE !f ! ACREAGE OF PARKING, OFF STREET LOADING, 6 ROADS 3 (COORS BUILDIG 25) 7 I 5.1 ACRES 19.1% OF TOTAL (APPROX.) BATCH HOUSE SILO STORAGE OF RAW MATERIALS (COORS &1D. 36) ® 2,900 SQ.FT. BLDG. HT. 821-10- ACREAGE OF LANDSCAPING NATURAL GRASS 4 f a I 5 BUILDING NO. 26 AIR COMPRESSOR 8 STORAGE TACKS 9.6AACRE3 OF TTO ATIVE GRAYEL )ET~. e INLAND CONTAINER r ! 3,000 SOFT. BLDG. HT. 30' CORPORATION I BUILDING NO. 27 RA/ MATERIALS PROCESSING I 5 © 5,500 SOFT. BLDG. WT. 45- BUILDING NO. 28 RA1 MATERIALS PROCESSING 14 .r 5.000 SQ.FT. a DG. Hr. 30' 4 I BULX cuss aQS - LIMITS AIEIDNE)li A4 CONSTRICTION 4 AWffON ~r 12 D PROPANE VAPORIZATION STATION P. I. D. 80L1(IRT CULLET RECYCLING CENTER r~• c2 1• ww !COORS 6l1)LA'NG 29) © BUILDING NDAO ELECTRICAL SWITCH STATION SUB-STATION CONTROL ~+a pju !z ' = FORE 9DO SOFT. BLDG. HT. 15' N rjr~r ~ ~ um tiro. ~yF ELECTRICAL SWITCH STATION &„FAta . r9l BUILDING NO.41 MAIN SERVICE ENTRANCE z 900 SG. FT. BLDG. HT. 15' - - I~ AERIAL MAPPED 1983 FIELD REVISED 1992 5 p PaO 3 j 0 FUEL STORAGE - PROPANE AND FUEL OIL STORAGE 5 POW i I a j j GAS EETER STATION POW BUILDING DEVELOPMENT r`Nh!' A,qE 12 BUILDING NO. 29 CU1fT RECYCLING CF)IIEA owa FOa" + NrO. 43,ODO SOFT. BLDG. HT. 35' \\j~ COORS BREWING CO. w. SoTP AVE. 13 CONSTRUCTION SHOP 6,000 SQ.FT. a-DG. HT. 20' GLASS OPERATIONS 6 • I'il JEFFERSON COUNTY, COLORADO 6 i 14 BULK GLASS ADDITION 40,200 SOFT. BLDG. HT. 35' D 50 100 ft. ~I TOTAL SO. FT. 412,500 SQ.FT. • SCALE P' • 1DO' llllll . s 8go T . Y IREv CHG. CODE B/W DIG. r NAAE DATE COORS BREWING COMPANY ",^«'«n$i 5~ t~ r.,w.rw»W oECe+fIVILISITE i W It, Dr G.R DOBBS o tiu 6 u'rrrur . o ,.iWrrrir~ I _ 14 r . - 4 ..M r.rr.r oES SlO. PLANNED F `,",.M+v: ~w °aR,REYNOL.DS 7 5W Y«~ 4 4 4 ,r hu..wrr JNDU.STf2I { JuQS S - WMWr rMW ,UMW WWI AP~ V KA;7 NJ T IQ. ~TO l ~2 rMM. 1r,Yr.p{5 ~y . rrnr •r r`~iW M °IOTAfI ra' BUILDING DEVELOPMENT PLAN o she t:~ F8°N ✓ Aar 9 o4>T 7.89~8gk Bk IREFCRD$0S665 p w«""'"- AtS °IK.~o. Iu•100' art 00 -WTI-5u" cawma ly A B C D E F TO CMS, T-14 6 kX T° F G 1002005 F A B C D E G N I J K L I G I H I J PLANNED INDUSTRIAL DEVELOPMENT FILING NO. 1 ) (AMENDMENT NO. 4 WHEAT RIDGE, COLORADO 1 2 3 4i 5 6 7 a I A I C I r) I F I F I G I H J K i L PLANNED INDUSTRIAL SHEET 4 OF 8 b BOOK -PAGE RR EMER Y DEVELOPMENT RECEPTION No. f SyID 1VE M E NERM ON ACCE S RD, DATE OF RECORDING l x sYMAQE t rrAik%wRAJ, C ILING NO. 1 'i40 l STORAGE moo, H ? ) (AMENDMENT NO. 4 TAW f / d I L!°SJ ` 1 1 Y O BUILDING LINE-- 4 A R.O.W. 30 20' 30 rr • LORADO CALLET RECYCLING ENTER ID INUVn: , a w .a ~ PAD 1 , WHE AT RIDGE, CO C PROP. LINE wtpuALS 1 sr nAa AREA FENCE LINE WALK, CURB 6 GUTTER EMERGENCY ACCESS ROAD l~ \ 0 'r ❑ V) SECTION 0 pl11fR 1 y ~a ; W 1 STREET I I ASPHALT RETAINER WALL PAVEMENT VVV COORS GLASS PLANT WAREHOUSE 1 i WALK, CURB 6 GUTTER rC"S BUILDING 25! \ I i ( ELEV. VARIES MILLER STREET PLANTING SCHEDULE !COORS Bax, 361 I ~I 7 INLAND CONTAINER •r TALL. t. POtmFA05A PDt - 30 oe. 4'3' 1AL1, 12 00. 10'-12 CORPORATION CONVEYORS 116 1 SECTION A 2. BLUE SPRUCE - 47 Wo. 61-10' Tau. 3. LOCUST - 13 WW. 15'-f1' TALL, 3--4- CALIPER l ° 4. SOFT YAPLL - 50 Of. TALL, 3'-4- CALIPER ' oA>tr BULK GLASS as a AIXYTgA' •r I i ' I I~ C 5. RUSSIAN OLIVE - 40 0o. i1-10' TALL. 6. COTTd11100D ' 40 Wi. 10' TALL, 2'-213- CALIPER am is CE j 4 COLLET NG BUFFER ZONE? _ 1. CAEDI ASH - 10 WW. 10' TALL, 24' CALIPER e • ~i RAr D 1 PA r pm >tA • (cooR6 BUILDING 29) I i c 20 SHRUBS 8 UNDERPLANTING r •r•• r ( to M Z) • ( uv i y -$~IRE OT FRONTAGE TREES t TREE/10 LF, POND -PROP. LINE "FE NE CURB A GUTTER BERM . OLLE PFITIERS - 125 0o. 1 - 2. TAMMY 75 00. POND PRINKLER PO ND l I~l B ECTION B SYSTEM o ° ~ SITE DEVELOPMENT PLAN o pow ~`,4 Q ' ; 1 Q a ~i • --,Q_~YQ ~ •i, aiw ior: H YO COORS BREWING CO. . - w. sor" AVE. aaaoooo a a o r oaoo o t7 LEGEND N GLASS OPERATIONS JEFFERSON COUNTY, COLORADO B ~ )I LANDSCAPE AREA W ~ J AERIAL MAPPED 1983 5 10=200ft. i X I A i I I FIELD REVISED 1992 SCALE 100 0 ~ . " r>EV Cry. 5i BIN DVG_ AI, Yr•~M~.YI ~IIYIw DATE COORS BREWING COMPANY p ` ` ~Nn )nrv o ' 'n m •0 a p C w G,R.D098S DEC & LIVI 1_ IT io g 6 "ry u «w ub "~r ~ Q1 0 P AN•NEZ •r1, IM1 MIIr 4 ~w r"r.xai w 0•R. REYNOLDS , - INLQ5TF2IA_l s g g N..«r,..` w.r«wu«wrii MM9 DF' V ELOPMENT ad 4 °i g 4 z ~ g gi ~ g o i r wu ..r. pN5~~rSE 4'EI~5 SSERY[ TOL I 10T~ WQ1 TiT~f SITE DEVELOPMENT PLAN u b Si 5~ o9 ZEI I ~ W - I WW Fw. i:3 r zo~gg I < ~ y A9 b y 9° g 4° d ~ f Au "wWwr R6 DIGS ` CROSS ji •:~tin.~w n„ ✓ mrr sa 004E 009 GS DR.AD. }°•1CK7' W i d 5 A~ TO i 4 F G 10 005 F A a C D E F D Nn1 7-,M 6 OCR; pKIING cc S II I _ Ef1oY ~ 02 A I e c D E 1 I L A B C D J rnw` L } D pE1NE Wp(HEf R1 wE~ /00 6YORWY 1 MILL 000 caruNwcxr Lr. SIVRASE LLL~~»JJJ! GRAVEL * o- PAD 11H !H HHH ASPHALT iEMERGENCY ACCESS ROW C] 1 ;IVI 31 INLAND CONTAINER CORPORATION 51 61 COORS GLASS PLANT ICOORS BUILA+NG 25) CMWEYORS mWC ~ i ra a BULL GLASS IL AUDIfA7N •IL • aos am . RAw Nr► Arsu P► na POW E G H PLANKED INDUSTRIAL E T. 1 DEVELOPMENT o= FILING NO. 1 W o ! ( (AMENDMENT NO. 4 } RET. WALL WHEAT RIDGE, COLORADO MILLER STREET WAREHOUSE MILLER STREET WAREHOUSE ENTRANCE 361 (COORS BLOC 1 CURRENTLY 50 TO 70 TRUCKS PER DAY . I PROJECTED 70 TO 90 TRUCKS PER DAY i COLLET RECYCLING CENTER (COORS BUILDING 29) 'rnm r'`A oxCAWAW CULLET RECYCLING CENTER EXIT T i RUCKS PER DAY PROJECTED 50 TO 45 (OUT BOUND ONLY) o 0 EMPLOYEE 6 VISITOR ENTRANCE POND I FTTTT~ PARKING SPOTS • 320 SOFT. ~lAIE S UE~ I' I f' I OL I s 6 S SS IN~ I z NORMAL LOADING POINTS " 900 SOFT. EACH INCLUDING APPROPRIATE I INGRESS 6 EGRESS (18 SPOTS) I M M YA' YWf W. 50TH AVE. AIENDENT 4 CONSTRUCTION TRAFFIC i 50TH STREET ENTRANCE CURRENTLY: 21 TO 36 TRUCKS PER DAY PROJECTED: 36 TO 53 TRUCKS PER DAY (30 TO 45 IN 8000 ONLY) N AERIAL MAPPED 1983 FIELD REVISED 1992 J K I L SHEET 5 OF 8 BOOK PAGE RECEPTION No. DATE OF RECORDING EMPLOYEE PAWING 9'119' 206 SPACES HANDICAP PARADING 12'119' 6 SPACES VISITOR PAWING 9'119' 6 SPACES RESERVED PAWING 9'~19'~R + 26 SPACES CARPOOL 10'1191 12 SPACES TOTAL 256 SPACES TOTAL AC REAGE OF PAWING 1.86 ACRES OFF STREET LOWING (NORMAL + OCCASIONAL) 19 SPACES TOTAL ACREAGE OF LOWING .37 ACRE 12 13 144 15 PARKING AND ROADWAYS COORS BREWING CO. ' GLASS OPERATIONS JEFFERSON COUNTY, COLORADO w 0 So~ 100 Dort. SCALE 1" • 100' 16 gQ 4 8• s s RIV CHG. M 8A1 DIG a rwad =vw w" DATE COORS BREWING COMPANY X93 u83 ~3 ~ PowIM~ +rH arO.R.DOB85 DEC 84 W6 jC.I.V•IL1$,LTF . b w01mwow"a.,'s• GES Q1 Q.. PLANNEQ . , . i 4 n n n • o ►w•Oor wsn r w suwwww=CZ 3iR.REYNOLDS INDUSTRIAL 7 YY Q nn s g Q 4 ji iwN rW.(w ri Ono 7 sb o e li ' Q w" rrwwA •w. wr..ruw. ~ I I Q ~ OADWAYS A PARKING a• up~ j y = 6 z 1~ i<i ('1J$'IF x rl 4 z U( O f aa i~ . REF. DIGS ~ rrnww r+wU ~Y4.IJO ft 4 p = 5"Z I .m F)dIl 'm V 1. -100, !R. w 009 d Oi~ yyy 76 yy 7Za'A!d1F y y ~C7 yyy 5 W1!'s Wes zC I . as : pm u3 IR,1o, WCr. A B C D E F 1GrLEAeeREVH1 TD A"°I r-PA.I No TO 4 F 100 005 F A B C D E G ;DATE) , H J K L A 21 31 51 61 B C D r~l~x F IRE HmD e ~ REV cHG caoX a raw COORS BREWIN P 4e ti G COM ANY y~ ; I o ~ c.R.DOeas DEC 84 C LTE . . I M u. o.. to 11 0 P AtiN EZ 7 1SW g ~ 4 4 Y : am, arR.REYNOLDS . . . IND.US.TP-IAL . M B AM 7 S z ..w.uw awr I m~ u y y g c €"N y : y 5 REF DIGS , D UTILITIES PLAN E~ 9 ~Q = z 5 p ffgW> ~ ~ U p >`y I sH~~ y 5 J U A., •rM.a ` p F 4M ✓ 7 I °+100' M. Ocr 009 0 5 J Q ¢ TW 7 }CL E a : wyai~ mo U~ 0w w A B C D E F ro rat rro m its m,, c„„ 4 . F G 1002005 ~ F A 6 C ! D E I G H J K I G I H I J PLANNED INDUSTRIAL DEVELOPMENT FILING NO. 1 (AMENDMENT NO. 4 ) WHEAT RIDGE, COLORADO K I L SHEET 6 OF B BOOK PAGE RECEPTION No. DATE OF RECORDING 12 13 KEY - 0 S - EXIST. SANITARY SEWER -G- EXIST. GAS 4 - T - EXIST. TELEPHONE - E - EXIST. ELECTRICAL -I - EXIST. IRRIGATION DITCH - I - EXIST. WATER SERVICE EXIST. FIRE HYDRANT LINES TO BE REMOVED 5 - S - RELOCATED SANITARY SEWER T RELOCATED TELEPHONE -I- RELOCATED IRRIGATION DITCH --I- RELOCATED WATER SERVICE UTILITIES PLAN K AN -G- RELOCATED Cris N COORS BREWING CO. GLASS OPERATIONS N JEFFERSON COMTY, COLORADO 6 AERIAL MAPPED 1983 0 50 100 2001t. FIELD REVISED 1992 SCALE 1" i 1~. i A AERIAL MAPPED 1983 FIELD REVISED 1992 N 2 B C I D E F G H J I PLANNED INDUSTRIAL 0 ~ ~ ' DEVELOPMENT i i II o ~ I it FILING NO. 1 Q m ~ 542! (AMENDMENT NO. 4 ) WHEAT RIDGE, COLORADO F) i' HY \ I RIOF~ PO'" SA30 t '1 52N0 A,EWU M RN RR WEST _i _U000 mss' d 8 '~~'vauNrEU I I L r smAAGi _ p I _ , <I 5410 0.-- G r4a 0 I yzranvtL s('-a to ° I sr MATERIALAREAS ' t I ry 5406 N y~ s-- Ii ASPHALT EMERGENCY ACCESS ROAD ii ❑ / :1 II I• / i K I L SHEET 7 OF 8 BOOK( PAGE RECEPTION No. DATE OF RECORDING 2 POST-DEVELOPMENT RUNOFF CAPACITY OF STORM LINES 100-YR., 2 HR STORY EVENT T RAINFALL RUNOFF VOLLW IME INTENSITY POND I POND 2 TOTAL (sec) (In/hr) (cu-ft (tu-ti) (cu-ft) 300 9.24 28413 51024 79437 600 7.8 41907 86145 134115 900 6.01 55119 100060 155779 1800 4.18 77121 139494 215615 3600 2.65 97785 175603 273388 7200 1.49 109224 196145 305369 a I' / VILER p / I I © i 1 0 STREET 5406 3 1 CO CAS GLASS P~ \ WAREHOUSE 1 3a ~ hi 11COORS B lUNAG p5) - ♦a~ (COORS BLDG. 36) I t I i~ INLAND CONTAINER 5" 9AA suss COW I I I I I 12 i I CORPORATION it li x1~uY 14 l ram I ( 1 I 5405 9 wow Male I I, I i I ` 540.k i I! 540.k si~~* I L j l 40, L I n I I ® I Ili. .n ( I Clj I CULIET ECYCLIN) o li I 53a+ CE ER 8( cc pla (I~ a (l I "wr 5 R1VAG ~ A 53 srA ii K:4 5403 to s j r 1 , I 5 * NON. PIS. NEL. 5378 I © NO 11 1; Q VAX. W.S. EL. 5381 I V.S. EL 5373 a Ii ° AMYiIt CONTROL ( MAX. I.S. EL 5375 AMENDMENT 4 NOTE, ` I! ° NIFA STRUCTURE i TENTION LIVE It NG W. 50th AVE. AND MILLER ST. s,cm CAPACITY i ci OUSE IOU ARE TO BE MAINTAINED ON 4A Sit Fowl I cVa.) J DAILY BASIS SUCH THAT THEY d II WMiLrtal II an TEHTION I 2.4 ACRE FT. ; a ARE FREE M0 AND OTIF.R CONSTRUCTION DEBRIS © RD ORALS s CI➢A Y 3.6 1 O I TRACKING FROM THE SITE. I I, ACRE FT,. I _ I W. 50Th AVE. v - 6 I [is NOTE: DATA IS BASED ON 100 YEAR AVAILABLE STORAGE 2 HOUR AND 5 YEAR, 2 HOUR STORM ' VOLUME TO THE PONDS U EVENT.PREPAIRED BY: -FEET. AN OUTLET WITH SFER WATER FROM POW 1 WRIGHT WATER ENGINEERS, INC T~I I ING LOT IN BASIN DENVER, COLORADO 80211 LING THE ADDITICriAL APRIL 1993 ION S, LIMITING T DISCHARGE WILL BE 2i . (vve )ob 751-040.3730) s/acre) AS PER -YR. -HR. EVENT 53 " N - X b 7 J A B C D E F A 6 TO THE GUTTER ON W. 501h AVENUE. THE outlet 7 cis. LESS THAN THE ALLOWABLE 38.6 cis STORM LINES TO BE C HAIWALL INTENSITY c 2.65 IWIR, 305369 (co-II) ' 1.01 (ac-fU RELEASE CAPACITY FROM POND NO. 1 PUMPED TO WADSWORTH DITCH 0.22 cis GRAVITY OUTLET 7.0 cis FLOW SUMMARY LINE SIZE LENGTH SLOPE CAPACITY ` a 24'catp 250 If 4.811 27 cis It 24'cap 700 I1 1.9% 17 CIS 241tap 230 f1 7+ X 33 cis 24'cap 470 ft 5.111 28 cfs } 24."w 200 11 0.7X 10 Cis 24.," $00 11 I.OX 12 CIS 24'up 295 11 5.511 29 cis 21'1p 140 11 7. IX 23 cfs 151cap its tt 5.711 10 cfs `(flowing (mill 100 YEAR, 2 HOUR UNDEVELOPED DEVELOPED BASIN DESCRIPTION BASIN AREA FLOW FLOW DESCRIPTION TYPE SURFACE 1 6 7 6.0 AC, 9.6 CIS 24.9 cis NORTH-WEST4 GRAVEL 8 ASPHIALT 20 2.9 AC. 5.4 cis 21.6 cis CENTRAL PLANT AREA ROOF i ASPHALT 2D 3.3 AC. 6.0 cis 17.2 cis ROOFS W R.R. R.O.W. ROOF 6 ASPHALT 30 1.6 AC. 4.4 cfs 11.7 cfs PANW(ING LOT ASPHALT 3b 2.1 AC. 3.4 cfc 14.7 cfs ROOFS 8 ROADS ROOF i ASPHALT 4 3.3 AC. 12.9 cis 14.9 cfs WEST DETENTION POD (pond no. 2) GRASS 5 2.0 AC. 7,0 cf. 10.4 cis EAST DETENTION POD (pond no. I) GRASS 6 1.6 AC. 5.2 cis 9.0 cis S.W. CORNER GRASS 6 ASPHALT 9 2.6 AC. 6.6 cis 21.6 cfs ESCO ASPHALT 10 0.7 AC. 1,5,01 5.7 cis ESCO ASPHALT 11 2.9 AC. 8.3 cfs 24.1 cis N.R. PETRY ROOF 8 ASPHALT 12 4.8 AC. 7.6 cis 26.3 cis N.R. PETERY ROOF 13 1.2 Ac. 1.9 cfs 7,9 cfs W.501h. AYES ENTRY ROAD ASPHALT 14 3.4 AC. 7.0 cis 21.1 cis ROOF 6 PARKING ROOF 8 ASPHALT TOTAL 38.6 AC. 56,7 cis 220.9 cis LEGEND DRAINACE PLAN COORS BREWING CO. ' GLASS OPERATIONS JEFFERSON COUNTY, COLORADO 411k 0 SOY Opit. SCALE 1" 100, - o, bxa J r UI♦ RMa I i3 -AEf!JIElR7~ftNtTSiRRfbN4_ Er E ~ G TORM LINE STORM LINE LENGTH BETWEET( + g ow Oesla Own "i n ID610LIC"m fTALS ❑ CATCH BASIN DRA BASIN - YOLUAE IN PONDS 18 2 IS 6.0 ACRE-FT. THE RUNOFF L Y IKING THE 100 YEAR, 2 FDUR STORM EVENT IS 7.0 THE CAPACITY OF 7.0 cfs IS REWIRED TO xist, gravity 05 DRAINAGE BASIN DESIGN POINT FOR DIRECT CFS FLOW FROM BASIN ( i c s) 6 WILL HAVE A DETENTION CAPACITY CAPABLE OF 7.0 cis capacity RUNOFF OF 2.2 cfs, DUDE TO THE ADAENDMENT 4 5360 SPOT ELEVATION ® CATCH BASIN (REMOVED) HE BASIN DISCHARGE TO 6.8 CIS. THE RESULTANT ECTION 5.1 UDFCD CRITERIA MANAIAL.TOTAL RUNOFF REMOVED IS 1 4 AC--PT. WITH HAR T T T. i GE D S D REY GIG. CODE 11/11 Di6. xwlWw Aww♦r W_i. i Ah zxx Ixw' °'IYxw I Y8701 wxwr wx.lw a w, E G I..:. rrww OM6.R.D08 `~ri♦anrx ass G.R.DOB ♦wx4MI xlwi w IY ~~w w.xw A t.x, cw. 0a R . REYNa ice. nn N- a w Nx.W.N WI A%DT.KRUSH N. . 'w.YYk W, x wx xwl.w ,r- DI t DUGS. F-PAD I exr ww vx~lwq xw~x xlli " al D20D4 rr"..rl, ~7xIWn m J H 3 4 5 16 E1. COORS BREWING COMPANY ,10 P AN NF'Q. IND.U.S.TR.IAL 7 ELDFYEYT ~ Kcia . DRAINAGE PLAN 1 "-100>' 7 s 009 s ua osc e. 4 F G1.002005F K L A_- B C i D , E I G I H I J 21 PLANNED INDUSTRIAL DEVELOPMENT K I L SHEET 8 OF 8 BOOK PAGE RECEPTION No. DATE OF RECORDING 12 RILING NO. 1 (AMENDMENT NO. 4 ) WHEAT RIDGE, COLORADO 31 4 01 51 61 agO in ~ b 7 pQ 4 W$ w w D E F A N AERIAL YAPPED 1983 FIELD REVISED 1992 B C D E G {3 04 EXISTING TOPOGRAPHY COORS BREWING CO. ' " GLASS OPERATIONS JEFFERSON COUNTY, COLORADO 0 50 100 200ft. SCALE 11. 100' 161 CHG. CODE a" Dr6. ww.wr~w.,rrr 0MK DAIE COORS BREWING COMPANY r8701 w.Ny w YY rllww w .,w.a"yam . C.Y~YrI~rY.Y.r G. R. DND088 12!20/93 ,C.I.yIL/S.1.TE. r y.lr w. YY OrI til .Y r r C ati J. WILLIS I2/mm ,Ca1.0. PLANNED r 1l N O" nwl-..aa-= w.. w - ~ oc J.VILLIS O3/" . INDUSTRIAL- " r wwr.w.Y rlw ru W Y will iytrr M .l~ AI+v Y. EDIARD4 OU" T 7 , ~ ";;w; ~ D 1 ~e EXISTING TOPOGRAPHY DIGS ~ y, a I . al.~r Y.w y lrl ~ u u FdIN au UXALY -I SHEET L D . ..wbe m iw•100 sn 008 009 - r. Yr,w INS 1 1 mn it3 ac.ro ~v. ' I 1~ Y.l, C, I To . Ulm. 4 F 100 005 F H J K A B r _ 1 2 1 131 u I E ( F I G nL, H J wIC Mo. Ulu °w.ro..aaarna ~ 1 2~ 3 4N 51 61 p P ~4: tN w 0 V '0 6 A A wo EAST ELEVATION L'I Q 5.5 8.I im7A07 i i i . TON OF N07 FLOOR LINE BOON LINE - , , El. tiro' 3'r7 pq6 3',1' OPM 1114' X16, WEST ELEVATION e LINE 5.5 SOUTH ELEVATION F LINE M Q i L. t i TOP OF N07 j r BOON LINE EL Ee1-a ClNi. EAST ELEVATION @ LINE 8.1 NEf. DW3. g C Tf ILEABBREVt D _ E G To~rET rrtrcr H 5 6 tllrlwlp r wi«PIIP `•`•''rr'rwIIN .r w.r1P«rr. - DATE COORS BREWING COMPANY ~ f..IrwrlPr r w • • l 9//8/ 8/99 Ow O.ST0.AIN f L IVI % IT. . w ~ w •tr « r Ir 6v r IV r.r •w CES w u . G 1O P ~ i~ r iw n p . 'wrlP w.wr 11«NI ril Y P«tl, I*rr « ri, yrp ~ r ' w rl, Iw w. . wr~rr lr••~Iwtlp rlw M I« pE [pr~5 ~NI t4 ~ pT15E g~ TITtE BUILDING ADDITION ELEVATIONS • ~ p dr. «M u 4.4rr .CI FjNEH 9N. 097 009 N sta oK.wo. 0 Mal r-14 3 wp T° asm amNR FG 100 005100 005 REV, A J K L n n SOUTH ETON L. I O N • ' ~ Arvada Fire Protection District , r Organizational Excellence In Fire, Rescue, and Disaster Services. Building Department 7500 W 29'h Avenue Wheatridge, Colorado 80033 1/13/00 RE: New conshvction at Rocky Mountau► Bottle, IWPOW"6 AVM*• The following are ouc' Plan review comments; 1) The building address numbers shall be posted on a temporazy basis and shall be permanently affnced to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4 Amended. 2) "No Pazking Fire Lane" signs shall be installed on the side of the building identifying such roads. Signs shall meet City of VJheatridSe standax'ds• UFC 97 901.4.2. 3) A fire hydrant shall be located within 150 feet of a fire department connection serving a sprinkler or standpipe system UFC 97 903.2 Amended. 4) A minimum of 3 feet clear space shall be mtu°tained azound the circumference of fire protection equipment. UFC 97 1001.7. L' = 5) The main exit doors in Group F Occupancies provided with a sign stating "THIS DOOR IS TO REMAIN LTNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED CALL TEE FIRE DEPT." UFC 97 1207.3 Amended. 6) All other exit doors in Group F Occupancies shall be oPenable from the inside without use of a key or special knowledge. UFC 97 12073 7) Emergency lighting battery packs sUall be placed on the normal branch circuit lighting for the azea served. NEC 96 Article 700. g) Emergency lighting is subject to field inspection, additional units may be required• UFC 97 1211.1. 9) Exit signs shall be subject to field inspection, additional exit sigus may be re4uired. UFC 97 1212.2. 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 10) Submit a minimum of (3) three sets of sprinkler plans and hydraulic cakulations for approval prior to the installation of the sprinkler and standpipe system All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 10013. 11) All hose threads sha11 be National Standard type. UFC 97 1003.1.1. 12) Fire departrnent hose connections serving a sprinkler or standpipe shall be located an minimum of 36 inches and a maximum of 48 inches above finished grade. UFC 97 1003.1.1. Amended. 13) The location of the fire department connection shall be approved by the Fire Marshal. UFC 97 1003.1.1. Amended. 14) Audible fire alarm signals shall be installed within any building containing a sprinkler system UFC 97 10033.2 (a). Amended. 15) sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station service , or a local alarm that will give an alarm signal at a constantly attended station. UFC 97 10033.1. 16) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically be transmitted to a central, remote or proprietary monitoring station. UFC 97 10033.1. 17) Fire alatm evacuation signals shall be subject to field inspection, additional units may be required. UFC 97 1007.3.33. 18) A satisfactory test of the entire system shall be made in the presence of the Fire Matshal. All system functions shall be tested. UFC 97 10073.4.2. 19) The permitted shall provide written certification to the Fire Marshal that the system has been installed in accordance with the approved plans and specifications. UFC 97 10073.4.3. 20) Submit information on the type of products to be stored, storage height, and packaging of goods. UFC 97 81013.2. Plans shall include: 1. Floor plan of the building showing locations and dimensions of trigh piled storage. 2. Maximum pile volume for each storage array. 3. Aisle dimensions between each storage array. 4. Type, location and specification of smoke removal and curtain boazd systems. 22) Smoke and heat venting shall be located in accordance with Table 81-B. Vents shall be uniformly located wichin the roof area above high piled storage areas. 23) When areas of buildings are equipped with eazly suppression-fast response (ESFR) sprinklers, the curtain boards witlvn these areas Shall be located only at the separation between ESFR and conventional sprinkler systems. LTFC 97 Table 81-B. 24) Verify that sufficient electrical receptacles as extension cords and multiple adapters are not pern►itted, nor shall flexi'ble cords pass through wa11s> ceilinBs or doorways. LTFC 97 85063. 25) gue extinguishers shall be a 4-A rated 10-Ib ABC dry chemical type• The re4uued number of units and mounting infomiation shall be provided prior to Snal inspeotion. LTFC 97 1002.1. Amended. 26) A key box shall be provided on all buildings containing a sprinkler, standpipe, or fue alazm system required by this code and shall contain all keys necessary to gain access. UFC 97 902.4. Amended. 27) Any code requiems arising from construchon. 28) Twenty-four hours notice required for all tests and inspections• LTFC 97 1033.2.2. ~ Kent "Spazky" Sluiver Fire Marshal Arvada Fire Protection District DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8807 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/22/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10619 W 50TH AVE Contractor License No. : 20303 Phone: Company : H20 Fire Protection, Inc. Phone : 761-7755 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for comPliance with ihe Wheat Ridge Building Code (U.B.C J and all other applicable Wheat Ridge ordmances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $15,480.00 Permit Fee : $265.25 Plan Review Fee : $0.00 Use Tax : $23220 Total: $497.45 Use: Description : Install fire sprinkler system in building over bottling machines BUILDING DEPARTMENT USE ONLY M"" 1; SIC : Sq. Ft. : Approval : Zoning : ROOM WWW"I Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (i) Th is permit was issued in accordance with lhe provisions set forth in yopur application and is sub'ect to the laws of the Slate of Colorado and to the Zoning Regulations and Builtlin~ Cotle of Wheat Ridge, Coloratlo or any other applicable ortlinances of t~e City (2) This permit shall expire if (A) the work authorizetl is no[ commencetl within siMy (60) days from issue date or (B) the building authorized is suspended or a0andonetl for a periotl o! 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the origmal plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or rf suspension or a6andonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done ihat will change the natural Flow oF water causing a tlrainage problem. (5) Contractor shall notiry the Building Inspector twenry-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval o( drawings antl specifcations shall not be construetl to be a permit for, nor an approval of, any violation of the provisions oF the b myg 'c~o/deA/s or any other ordinance, law, rule or regulation. Chief Buildinlqnspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner: J"I"''"°W Property Address : IC&Pl Phone : Contractor License No. : oZO~~ 3 CompanY : G-6 Phone : z03 y& I- 779~_? OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING I hereby certify that the setback distances proposed by lhis permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by ali conditions printed on this application, and that I assume full Rsponsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicpble Wheat Ridge ordinances, forwofl( under this pertnit. DATE'4 ZZ Description BUILDING DEPARTMENT USE ONLY Zo n. SIC : Sq. Ft. : Approval : Zoning : Bffll7iii~~n Approval : ~a131f~W orliggir4ommentS3 - - Approval : Occupancy : Walis : Roof : Stories : Residential Units : COf15tfUCtIOf1V81U@:j'5l.q&~;, CN Permit Fee : Use Tax : Total : Use: Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (7) This pertnit was issuea in a[ Regulations anA Builtliny Cc (2) This pertnit shall expire A(A abanEaned for a period of 7'. (J) If ihis permit expires, a new original plans antl specifirat exceeds one (1) year, NII fe (4) No work o( any manner 5hal (5) CoMractor shall notity the B proceediing vnth successive (6) The issuance oi a permit or of the building wtles or any ith the provisions set forth in yopur application anC is sub~ect to the laws o( the State ol CaloraEO anA to the Zoning t Ritlge. Coloado or any oNer applirable ordinances ol ~e Ciry. iihonzed is not commenceA within sizry (80) tlays hom issue date or (B) the builCing authorized Is suspen0ed or be acQuired for a iee of one-hatt the amounl normalty reQuired, providetl na chan9es have been or wlll Oe made in the f suspension or abantlonment has not exceeEetl one (1) year. II changes are made or it suspension ar abanEOnment oaid tor a new pertnit. at will Uange the natu2l flow of water causing a dreinage problem. :dor twenry-four (24) hours in advance tor all inspections an0 shall receive wntten approval on inspeclion wrd before he ob. I o~drawings and specifcations shall nol be wnsW ed to be a permit lor, nor an approval ot, any violalion of the provisions mce, law, rule or requla4on. . Chief Building Inspector Qf~L'' FIRE PROTECTION, Inc. Cesign • Contrac7ng • Serviea • Inspeaions HYDRAUIIC DESlGN INFORMATION SHEET %~~9 NAME KOC LOCATION O 5O V L u DATE I-£3-99 BUILDING E O o A~o SYSTEM NO.. -1 CONTRACTOR H 2O F\R'E ~~C `~~~1J =1-1C CONTFACTNO. CALCULATED BY M. DRAwING NO. or L CONSTRUCTION: pCOMBUSTIBLE XNON•COMBUSTIBLE CEiLING HEIGHT FT. OCCUPANCY ' APPROVING AUTHORITIES ~ACTOR`C M L'rlt (~L 19 NFPA.13: ❑ LT. HAZ. ORD. HAZ GP. ❑1 ❑ 2 ❑3 0 EX. HAZ ONFPA 231 CZ NF?A231C: FIGURE ; CURVE ❑OTHER(Specify) Z C7 F-ISPECIFiC RUUNG MADE BY DATE y W O 2 AREAOFS?RINKLEROPEAATION ErcT~Y3'E SYSTEMTYPE F DENSITY ❑ wET ❑ CF'( gDELUGc ❑FFE-ACTION j ~ AREA FER SFFINKLER -Ld0 SAAINKLER OR NCZZLE ~ HOScALLOWANCEGFM: INSIDE '40" MAKE VI1C1K MODEI ID-2 `L 50 HOScALLOWANCEGFM: OUTSIDE SIZ=_ ~ 2K- ACTOR 5-2 ~ , RACKSPRINKLEn ALLOWANCE TEMFER?,TURE RATING µ~A CALCLl.a7IGN G?M AeQUIRED g38~8 PSI REQUIFED I15,'7 Po~!-~T bF Cot~N£cT101~1 SUMMARY f5aeafy Locanani °C" FACTORUScD: OVERHEAD UNDE;-1GAOUNO `L~-~RA`C'£b WATEA FLOW TEST PUMP DATA TANK ORTES'cA`JOIA DA?E&TIME RATcDCA?ACITY I`LSO CArACITY N~ } a STATIC PSI AT FSI ~ 00 ELEVATION R P I ELEVATION = ESIOUAL S ~ GPYI FLOWING WELL ¢ F ELEVATION PSOOF FLOV`I GPM < 3 LOCATION S~~ 9 GV2o\)un MA l r-A SOURCEOFINFORMATION FAC°Ca'(Z~ WxtviA - COMMODITY NIA CLASS LOCATION STORAGE HEIGHT AAEA AISLEN/IDTH ~ STORAGE METHOD: SOLID PILED °/a PALLETIZED % RACK % ~ ¢ p ❑ SINGLE ROW ❑CONVENTIONAL PALLET ❑AUTOMATIC STORAGE ❑ENCAPSULATED ~ ❑DOUBLERON! ❑SLAVEPALIET ❑SOLIDSHELVING ❑NON- } ❑ tiIULTIPLE ROW ❑OPEN ENCAPSUI.ATEC F G O " FWE SPACING IN INCHES CLEAAANCE FROM TOP OFSTORAGETO CEiLiNG ~ ~ e TRANSVER.E LONGITUDINAL F 71• IN. _ HORIZONTAL BAARIERS PFOVIDED ~ Factory Mu[ual Engineering Association FACTORY MUTUAL 12222Meritlkive Suite 1800 Dallas, Texas 75251 Telephone: (972) 661-9202 Fax: (972) 661-1402 Engineering Fax: (972) 661-9763 Adjushttent February 3, 1999 Mr. Don Krohn Project Manager H20 Fire Protection, Inc. 2105 W. Amherst Avenue Englewood, Colorado 80110 RE: ADOLPH COORS CUMPANY "GLASS PLANT - WHEAT RIDGE FACII,ITY" 10619 5& Avenue (V) Wheat Ridge, Colorado 80033 Index 072685.97-01 Account 09-07287 Deaz Don: I have reviewed your drawing and hydraulic calculations, covering the installation of approlcimately 24 open spray nozzles protecting the existing roof ventilator section used for heat transfer to open atmosphere above the newly rebuilt Fumace "B" (No. 2 Furnace) at the above referenced location. The spray nozzles aze provided on a manually operated deluge system, hydraulically calculated using Viking Model D-2, 140 degree spray pattem, 1/2 in. orifice heads at a maximum 10 ft. spacing and staggered horizontally. The system is designed to operate at a minimum 20 psi operating pressure for the most remote nozzle, with all nozzles operating, when supplied by 838.8 gpm at 115.7 psi at the point of connection. The system utilizes American Tube & Pipe Company's Dyna-Flow-10 galvanized pipe. The system is mechanically assembled using grooved end couplings. The grooved couplings aze National Fittings, Inc. flexible coupling products manufactured in 1998. The water supply used for design calculations was 145-psi static pressure reduced to a 120-psi residual pressure while flowing 786 gpm. This supply is available from the point of connection for the new system, from the existing fire protection system. I have the following comments/recommendations regazding the submittal: February 3, 1999 - 2- Index 072685.97-01 1. The enclosed Contractor's Material & Test Certificate (F'M Form No. 85B) should be completed and forwarded to Factory Mutual Engineering, c/o Roger A. Adamchak, 8177 Burning Tree Drive, P.O.Box 546, Franktown, Colorado 80116-0546. Your drawings aze acceptable subject to the foregoing comments/recommendations, and a satisfactory field exatnination by one of our engineers. Sincer J U~~v Rog A. amchak Loss Prevention Specialist Southwest Operations Denver Resident Encl: FM Form No. 85B lcc: 1 cc: lcc: lcc: lcc: lcc: lcc: lcc: lcc: lcc: Protection/Pazk Ridge (E-mail) Protection/PARO Attn.: Michael Mueller (E-mail) Protection/San Francisco Attn.: Dave Brown (E-mail) Ms. Cali Dietrich, Risk Manager, Coors Brewing Company (E-mail) Mr. Tom Sorensen, Facilities Property Conservation Mgr., Coors Brewing Company (E-mail) Mr. Brian Cooney, Mazsh & McLennan, Inc. (E-mail) Mr. Wayne Eng, M&M Protection Consultants (E-mail) Ms. Malina Vasquez, Dallas District Office (E-mail) LE RAA/FC (E-mail) L: CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Additlonal copies of this torm are Publications-0rder Processing. 7reining Hasource Center. available only to insureds trom: Factory Mutual Engineering 8 Research, 1151 Boston-ProviCence 7urnpike, P.O. Boz 9702. Norwood MA 02062 PROCEDURE . sentative and witnessed by an owner's representative. Upon completion of work, inspection and tests shall be made by the contractor's repre All defects shall be corrected and system left in service bafore contrector's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared tor approving authorities, owners and contraaor. It is understood the owner's representative's signature in no way prejudices any elaim against contractor tor taulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. DATE PROPERT/ NAME b( # 5 S-9 C7 v M.... ) d d-v~, ~t~G`roR Y~\U~r ~ ~f-tC-i AODRESS B~~I~f ~4~N\K~ ~R~E b PLANS INSTALUITION CONFORMS TO ACCEPTED PLANS EOVIPMENT USED IS APPROVED IF NO, E%PIAIN DEVIATIONS HAS PERSON IN CHARGE OF FIFE EOUIPMENT BEEN INSTRUCTED AS' OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EO IF NO, EXPIAIN EM SESpIONS AND CFRE AND INSTRUCTIONS ANDENFPA'E3A 9EENPLEFf ONEPRINSTRUCT IF NO. EXPLAIN LOCATION OF SYSTEM SPRINKLERS tr.~6, Io MODEL YEAR OF MANUFACTURE MAKE PIPE AND FITTINGS PIPE CONFORMS TO _ FITTINGS CONFORM TO ~F NO. E7(PLAIN ALARM 7yPE VALVE OR FLOW INDICATOR N f ~ MAKE TIME TO TRIP TMRU TE ST PIPE PIPE MI DRY OPERATING TEST ~yITMOUT o.oo. T J ~ A W~TH O.O.D. IF NO. EXPLAIN STANDARD STANDARD pU1RM OEVICE MAKE MODEL DRV VALVE MODEL SERIAL NO. WATER AIR PRESSURE PRESSURE PSI P51 Lo 9_AUO 80111- 9VES ❑NO EVES ❑NO E@VES ❑NO ❑VES ❑NO T~SS - ORIFICE pUANTITV TEMPERATURE SIZE RATING LXJ VES LJ NO EYES ❑NO TIME TO OPERATE TMROUGH TEST PIPE MIN. SEC. O.O.D. MME MODEL SERIAL NO. TRIP POINT RFACHED I pROPERIV AIR PRESSURE TEST OUTLET P51 MIN. SEC. YES NO NO DELUGE & PREACTION VALVES N) A MAKE TEST DESCRIPTION ❑VES ❑ NO MODEL No YES HYDROSTATIC: Hydrostatic lesis shall be made at nol less ihan 200 psi (13.6 bars) for lwo hours or 50 psi (3.4 bars) ahove static pressure n excess af 150 psi (102 bars) for lwo hours. Ditterential dry-pipe valve clappers shall be leR open during lest [a prevent tlamage. All abovegrountl piping leakage shall be stopped. FLUSHING: Flow the raquired rete until water is claer es indicated by no collection of foreign material in burlap bags at outlets suc u hydranis and blow-oHs. Flush at tlows not less Ihan 400 GPM (1514 LJmin) tor 4-inch DiPe• 6oo GPM (2277 L/min) for 5-inch Dipe, 750 GPM (2839 Llmin) for &inch Dipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (5678 L/min) for 10-inch pipe and 2000 GPM (7570 L/min) for 12-inch pipe. When supply cannot produce stipulatetl Flow ra[es, obtain maximum available. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure tlrop which shall not exceed 1-1/2 Psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 7-1/2 psi (0.7 bars) in 24 hours. ALL PIPING HVDROSTATICALLY TESTED AT 70D PSIFOR 2 MRS. IF NO, STATE REASON DRV PIPING PNEUMATICALLY TESTED MVES ❑ NO EdUIPMENT OPERATES PROPERIV EYES ❑ NO RESIDUAL PFESSURE WITH VALVE IN TEST PIPE OPEN WIDE DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: psi TESTS TEST STATIC PFESSURE PS' -In connectlon n to sYstem rlsera ahall be flushed before connectionX made sprinkler plping. Underground malns and leed VEFIFIED BV COPV OF THE FORM NO. BSB ❑YES ❑NO E IOTHER FLUSHED BY INSTALLER OF UNDERGPOUND D YES ❑NO SPFINKLER PIPING NUMeER REMO\ BLANK TESTING GASKETS , WELDEO PIPING ❑VES IF VES . . . VES ❑NO ❑ DO YOU CERTIFV AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDUFES COMPLY WI7H THE REaUIREMENTS OF A7 LEAST AWS D70.9, LEVEL AR-3? DYES ~NO WELDING DO VOU CERTIFY THAT THE WELDING WP.S PERFORMED BY WELDERS ~UALIFIED IN THE-REOUIREMENTS OF AT IEAST AWS D70.9, LEVEL AR3? GOMPLIANCE WITH UT IN COMPLIANCE WITH A DOCUMENTED OUALITV ❑VES ❑NO DO YOU CERTIFY THAT WELDING WAS CARRIED O DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING CONTFOL PROCEDURE TO INSURE THA7 ALL G RESIDUE ARE REMOVED, AND THAT THE INTERNAL ARE R9 OF T PIPNG ARE A NOOPENTRA7ED? AMET D HYDRAULIC XPLAIN NAMEPLATE PROVIDED IF NO, E DATA 54yES ❑ NO VAMEPLATE DATE IEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: 2-&_9 pEMARKS NAME OF SPRINKLER CONTRACTOR 2 O ~ 1 RE ,PRD C"C"1 O T • TESTS WITNESSED BV SIGNATURES . TITLE FOR FflOPERTY OWNER (SIGNED) DATE cn cvaWNLER CONTR BSq BACK . f lF is o F' ti.. C! c o~"m S O O Ro } C N p i gfg ,r d ~ I ti ,1 iy~ V p a y N ~ V ~ & V S F 4" Y~ ~ ~ Q 3 °n' C CV C? r~ ~ V ~ ~ d~ 4' ' ~i/ N m ~ f~ ~ 111 Y CJ P a• 1 Z 0 Y rr. .9 ~ E v CC DID o ~i ~ ~ ~ J ` ti~ R'~. ~(1 ~ is ' ~ U i i, ~ ~ ~ ~ ~.:5. C= ~ ~ ~ _ ACS f w ~ ~ ~ ~ { ~ ~i cv t ~ C7 ~ (j ~ ~ ~u „a ~ 1 ~ } - ~ ~ .l ~ . -y e~, era w,. 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V i b ` -r ~,J' t t i ~ w. s • ri ~ y i ~4 i 6J 1 ,,y as i~ ` r , ~ ~ a ~ - A '~4 ~ k f J i SC ~,\vy , F T' fk , yyyyL~'j lV ~ - 5 Y l ~y' YYY `J v\!i t `~.~~1, ~ ~ a" ~ y ~i - ~ ~ 7 . ~ ~ ~ t~ S~ ~ ~ ~ ~ z 4~_4~ ~ ~ ~ ~ ~ p.~fi _ ~ - ~ ~9 ~ ~ c~ `°y J f I(f I " p~ ' .y Lti~ y. ~ ~ ~ ~ ~ t 1 ~'E ~ ~ i i ~ ~ ~ ~ ~ ~-z ~ n ~r ~ ~~C ~ ~ ~ ~.ti. > ~ 4 r.a r ~ ~ ~ t'~ r~ .s ~ ,.,i r~ ~ x. _ _ - ~ _ _ _ ~ J F _ -i g rl~ 1~~4.1 ~i~ ~,,V'; a C" ~ _i ~ ' ~ 'A _ ~ ~ --W--. _ _ ~ z a 00 i ~ 4 u ~ ~ 1, s £,~6 ~ f,~, i ~ a~ a~+`~~ ~t~ ~~I~ ~ ,~I''trt ;5~~,b~1~ ~ ( ~ "~j,-C.' - ~,fi;~ ~ ,~,ti ~ Z 1~~+~~ r~. „ Y h~ (z z ~ r . ~ . ~ t ~ - . ~ ~ -oi ~ , f~ t~ ~ f 1 ~ / ~ ,g ~ ~ ~ , ~ .t f. ~ ',d - ~ ~ ~ ~ ~ ~ ~ ~ ~ s k ^ ` Nf 1 - f ~h r,. -sc-.. / l , yP~~s ~ - 1" ~ ~ ~ / ~I / : ~ 4 ~ ~ i l ^,y~ 1 )~i P1 ~ ~ ~ .r ~ E ~ t~ " t 1 ri7 p a ~ ~ ~ { i ~ t c~~ a vyy ~ ~ Q~ , ~ xC id` 70) f TT f c~ r r~ ..k c.D y Ott w , L- a ~ ~ f ~ V t ~ i r ¢1 ( ~ r F+~ . ~ _ _ ~ ~ _ _ „~,.o ,,z,, ,~1~~ Q~~?~ C7;`~ ? ~,~C ~~il~h r ~~r~j z c~;~'~~ ~;S ~,L)~' ! C~-c; q-tJ E z ~ .z a ~ F ,C~-,S - Tfi,b ~ ;~T a-,S i { ~ G ~ M, _ .ten q, ~ ~ ~ _ . v_~._ _ . , f"7°b Q ~ X11"~~ - =Q-~ ~4 _ ~ . 1. r - ~ ~ ! qY1 'l7~ ~ S 1 ' ~i ; I ! t~~ ~ ; ~ ~ . . a, ~~A?... . d, 10 .,e,. _ . : r. ' . , , : . , , -RfF DEPARTMENT DF PLANNING AND DEVELOPMENT Building Permit Number : 7720 BUILDING iNSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 8/28/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Proper4y Owner : Property qddress : 10619 W. 50th Avenue Contractor License No. : 20095 SIC Company : Westem Waterproofing Co. Inc. Phone : 364-6200 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this partnk application are accurate, arnl do not vblate applicable ordinances, rules or regulations of the City of Wheat Ridge or wvenants, eaeements or reshictfons of rewrd; that all rtreasurements shown, and allegations made are accurete; that I have read arM agreeto abida by ail cond'Rions printed on Nis epplication, end Mat I assume full responsibility for compUance with the Wheat Ridge Buflding Code (U.B.C.) amf all other applicable Wheat Ridge ordmancea, kr woAc under this pertnit. (OWNER)(CONTRACTOR) SIGNEDDATE ConsVuction Value : $28,934.00 Permit Fee : $388:00 Plan Review Fee : $0.00 Use Tax : $434.01 Total: $822.01 use: Description : Repair 300' ;long X 2' wide area on roof, pour concrete and urethane coat this strip BUILDING DEPARTMENT USE ONLY Approval: Zoning : Apprpval : Approval : Occupancy : Walls Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Phone : 277-5626 Sq. Ft. : Stories : Residential Units : Mechan'ical License No : Company: Expiration Date : Approval: (1) Thfa pBrmit was i8sued in aoCOrdarwe wqh the provisions set foM in yopur epplkation end is wMeCt b tl~e Iaxre o/tlis Stete of Cobrado entl b the ZoMrg . Regulstio~s and BUildhw CoAe MNTeet Ritlge, Colorado or any other applkable adinances of ihe City. (2) This peimH shall expiro IF (A) the work aWhorized fs not commenced wMm sucty (80) days irom issua dete or (B) Ma bWiding autlrorizetl is suapandetl or abendonOtl bf e p6fi0d Ot 1 ZO deys. ' ir mia Permit mcqrec, a naw Permrt may ue acawrea ror a ree or one-nsrc me amw,m namairy requuea, pwiaea no a~a~es nava neen orww ee maae ~n me (s) . oriprtwl Dlans and apeeifieetlons arW any auapensfon w abandonment has not ezeaedeO one (1) year.Hdiarges are ma~b a R auspensbn or aEa~omment exceeds one (7) YeazM1dl fees ahall be pelU for a newpe rtml (4) No vrork ot airy mamrer ahall be tlone that will changa the naWral Bow of weler caualng a dralnepe prodem. (5) CorHractor sheN no1Mj the BuildinplnspeGOr fwenty-lour (24) ~ours In edvance tor alt inspections and ehaq receive w'itlen apprtlvW on inspectlon raM Oefore (s) Yhe issuarice ot e pertnil a tFe approval o(drawings and spedfitatlons ehell tal be construed lo be e permlt for, nor an epproval o!, arry violatlm of ihe provfeions . of the building cotlea or a'ry other ordinance, law, nde or rogulet Y- ioi Chief Buildi Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISiON - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. Company Building Permit Numoer : Date : roor~s B~2~wt~:y I 46 ~ Q tv sa/1-v'~ ~Z"Cr1S tUC-_~77'15WcUh-MWPh?60F1A}'6 Cb Pnone: 2.77 -5 (0l(a Phone : 3& q "6 lO U OWNER/CONTR,4CTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I hereby certi(y that the setbacJc distances proposed by this permit application are accurate, and do not vialate appliwble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions o( record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide hy all conditions printed on this application, and thaf 1 assume full responsibility (or compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid e ord' an S. forwork under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE D -X-TO oescription: RD3OR 300j-o.v6 x s- W+u%iDe7_/1fpd5J- dAu i200J-. I00oX2 c~-_ tiCR IFTIEF- YW D _ VkeT*44/r. Cp6T 7HIS 51 121 P/ j n Approval: Zoning : BIIlfd . CM€Ts9 Approval: P_Q71lff Approvai: _ 1 _ Occupancy : Walls Electrical License No : Company: Expiretion Date : Approval: Construction Value : z 8~ tf. Permit Fee : Use Tax: Total : $0.00 Use : BUILDING DEPARTMENT USE ONLY Roof Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This pertnd was lasued In accadance wiN the provisions sel IoM In yopur appiKaoon and Is su0ject to the laws of Ilx Slate ol CobnEO aM to IM Zoni Regulations anC Builtliny Code of 1Mheat Ritlge, CobnEO a any omer applioDle adirunces of Ne Ciry. ng (z) This pemdl yull expire rt(A) the wprk auVqnzeE iy iqi mmmencM wiVUn yiary (60) Aays M1om Lssue Cate u(8) the buiWinp auUwrizeC is auspenCM or aEanGOneC fw a peAOC of 120 tlays. (3) II Nis pemvl expires. a riew, pertrv{ may pe acqNrcd (M a lee of one.AZlf the amounl mmmally required, povided m cyriges tuve been or will De maCe in Uu onqinal plans and specifications anC any suspenslon u a0andonmm( lus rqt e:cecECd ona (t) year. I( Uaipea are maGe w if wapensian or aOUWOnmen( e:CeeES one (7) year, lull fees shali Ee paitl fOf a new pertniL (a) No work ol arry manner shall be tlone Uut will change the na Wral flow of waler nusin9 a dninage poOkm. (5) Conuactw snail noGry the Builtllnq InspeCor lwenry-(our (2q Iwurs in aCvance ror all inspeNoiu and $nau receive wnnm aDYOVaI m inspectio~ orC Delue p~xeeCring witn successive phaxa ot Ne~o0. (6) TTe issuance ol a pertrv( pr pK a0provel o(E2winps and speclotlons shall rol pe mns WeE W pe a perrNt !y, w an aOPrpral ol, a'ry NW tion W the provisbna of the bwldinp mdes w any o1Mr oNlnance, law, rule w requWtlon, Chief Building inspector For THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION SIC : Sq. FL : Stories : Residentiai Units : _"Please complete both sides of application form with submittal' RUG-26-98 99:03 AM WESTERN WATERPROOFING _ 03I11/1998 09:10 3033772740 ~ v o ` A ~ 303 367 8252 P.02 PA'aE 92 v ;M WESTERN WRTERPROOFING ~ 363 367 8252 P. 01 Wairirm~~ PlOOi~tN~ C MP~w/Y ■NC~ C N T R A"C' .013 • A M I f S O Y a C O R p p R' A T. i O N . ~'WREU7•~CO~00f0•pp~ ' fAX M 3A-M~i DarE: f0: COMPANY: FAX NUMSER: SENDINti: !'ROM: REGARDiNG: NOTES; 0 PAriES INCLUDINC, COVER ShIEET b~ n~ ~ E3EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3196 BUILDIIYG IWSPECTION DIVISION - 235-2855 CITY Of WHEAT RIDGE Date : 613/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : COORS BREWING COMPANY Property Address : 10619 50TH AV Phone : 425-7711 Contractor License No. : 18471 Company : J. E. Merit Constructors, Inc. Phone : 830 6933 i n~,y csr~r tnat n~e s~o gpe~ ~ vio~te apDifcebM e~M~. eaaerr~ols or re ; mMM pre accurate: that Ihs 'a~tlo~1 antl that I assw . CCifm (U:E~~C.) erW all other . (p'YYI#RXCONTRACTOR) Deocdption : INg . ~ Approval : Zoning : ~ Approval : ~ Approval : C1COUpancy : EIelCftk,'0I License No : cwqwY: Exritadon Date : approval : (2) (53, >n_ SIGNATURE OF UNDERSTANDING AND AGREEMENT idc dfatances proposed by this pertnR application are accurate, nrdinancea. ndes or reaulatbns of the Citv of Wheat Ridge or work under Construction Value : $75,225.00 Permit•Fee: $805,00 Plan Review Fee : $0•00 Use Tax: Total: $805.00 CONVEYORS BUILDING DEPARTMENT USE ONLY SIC Sq. Ft. : Walis : Roof : Stories : Residential Units : Piumbing License No : Mechanical License No : Company : Company : Cb Expiretion Date : Expiretlon Date : Approval : Approval : In axorCence wNhthe Pmiebne aet fum In yqwr appliwon antl Is subieU m the laws attro Stsb Of Cobmtlo arW m Ne zonirq qCoos pf Wlyet Wdpe Coiaado w airy oCier a~ppllaWe oMinences a the CHy. ry(p,) we nc euMaized is (rot mr fxenry•rour (2a) hq mmenced vnMm alxly (80) deys Rom ueue tlale M(8) Me bupdinq eWarized ia euapended w mbe In me may be sWWred tor a iee a H the emoum nortnaly requirsA, Provlded rw d+en6as hava been «win be Eendunmant tl arry wgpan~q~ M ebarMohas rrot exceeded one (1) year. If chenpp are matle ar dwsp~sbn tt e Bll Ue ppitl for a~voam~t one Mst wfU cheMs ihe naN~ot water ceualrp a drainape probbm. InacactoEvence for all inapactlona antl ahall recelve wiitten approval on Inepecdon cab baMra q ~afthap' b ~'el of NavArq+antl ePecilaheil not ba construed to be a peimn tor~ na an aPpa'a1 a. anY vblatlon ot Me viovisions ordinyfce. lew~ Nk or re0uletlon. PERMIT VALID ONLY WHEN $IGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION o • air-rRR C11111iltN r vF Pt,RNNING AND DEVELOPMENT Bl1N.81iG lN,$PECTI0N DIYiSION - 235-2855 CITY QF WHE,4T RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properiy Owner : COORS BREWING COMPANY Property Address : 10619 50TH AV Contraetor License No. : 18471 Gompany : J. E. Merit Constructors, Inc. Building Permit Numbar-; 31~9t Date: ~l~pl , OWNERJCONTRAiCTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT permit applicetion s oi tho Cdy of Wt wroments shown, (OWNER)(CONTRACTOR) Desdiption : I►o APProval: Zoning : APProval: APP'wraa: OccuPancY : Walis Electrical Licanse No : Company : Expiratioh Date : Approval : 9 (Z) (3) ~8) Nont aetlath In yopur aoicatlon antl h wb1ect b Cis kwf of the ShU ~ . . I. oradoorsrryoThx~ppNcabkorr&rrencesoftheCNy. : tdtfli4tq~h'p ^°t comme^ced wMhin aizly (60) daya from iseue Oate a(B) tha buNCpp authonTetl b K4104dadg i l for a fae Oi orre-half the amouM normaRY raQuped, Pmvitled no Mve d~pee aiMM NM'N $IIMN i a abatidaimant haa not exceedetl one (1) yaer. M chenpes aie matle w X eti~pbi~ : M • natural flow W water puairq a tlrei^epa Proplem. i. four (24) houn M atlvanee for ap Inepections entl MaN reoelve writlen apprpvm pn NMpgdliqy;ppd ,pqpe i. 8 a r le~ tbns ahall nM De consVUed ro 6e e Pemtit tor, rar an epproval af. MM" vidatlquafMllpI VAtiD ONLY VYMEN SIGNED BY THE CHIEF BUILDING INSPECTOR GALL: 234-6933 24 HOURS PRIOR TO INSPECTION under -!5'' BUILDING DEPARTMENT USE ONLY Roof Piumbing License No : Company : Expiration Date : Approval : 0 Stories Construction Vatt~is Permit Fee : Plan Review'FeB: US@TBx: . FetalI '-St! SIC : gq, F}. ; Mechanical LiclHtsb Company : Expiration Date ; Approval : ~ ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 5/17/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : Contractor License No. : Coors Brewing Company 10619 W. SOth Ave. 18471 Company: JE Merit Constructors, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge of covenants, easements or resMctions of record; that all measurements shown. and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibilRy for compliance with the Wheat Ridge Building Code (U.B.Q) and all olher applicable Wheat Ridge ordinances, for work untler [his permrt. (OWNER)(CONTRACTOR) SIGNED /f ~DATE cS 9 Phone: 425-7711 Phone: 425-6933 Construction Value : 75 , 225 . 00 ~ Permit Fee : 798.OOr ~ Use Tax: Total: $ ~ DeSCriptiOn: Install three (3) MCC's for palletizer and conveyors BUILDING DEPARTMENT USE ONLY Approval.~Nji/,,, (c Zoning : BpIldino a'~t 1a-= Approval : QQb1i6zWbtM.IMet►ts:+ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Company : Expiration Date : Approval : A Plans Regulred ; ;`j Company : Expiration Date : Approval : yM - Plgns Required .;f Mechanical License No : Company: Expiration Date : Approval: A tiP{Einsi.tnki[eZi q) This permit was issuetl in accorCance wiN the provisions set forth in yopur aDO~icition antl is sublect to the laws of Ne State of Coloratlo an0 to the Zonin9 Regulations antl Building Cotle o1 Wheat RiCge, Cobrado or any other appBwbie ortlinances of the Ciry. (2) This permit shail eapire if (A) the work authonzed is not wmmence0 within sixry (60) Oays fmm issue Cale of (B) the building authonzed is suspende0 or abandonetl tor a penod of 120 days. (3) If Nis permit expires, a new permil may be acquired for a fee of one-0alf the amount normally required, provi0etl no changes have been or will Oe maAe in t0e original plans anA speci(ications and any suspension or aCandonment has nol exceetleA one (1) year. If changes are matle or if suspension or aDantlonment exceeds one (1) year, full lees shall be Daitl for a new permit. (4) No work of any manner shall be tlone t0at will chan9e the naNral Ilow of water causing a Erainage problem. . . . (5) Contractor shall notify the Buiiaing Inspector IwenN-four (24) hours in atlvance Por all mspections anE shall receive written appmval on inspection carC Eefore pmce ing with successive phases of lhe job. (6) 7he~sy~ance y a permit or the appjoval o/ tlrawings antl specifcations shall not be consiruea to be a permit for. nor an approval of. any violation of the provisions ottnebuiltlind~Ces or any otherRrtlinance. law. mle or regulalion. Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING i DEVELOPMENT REQIIEST FOR PQBLZC WORRB REVIEW R6 - Date: Case/Building Permit No. 6 Loaation: Ic) C~ ~ ct U-) • ~~7)0-~ Pleas iew the attached materials submitted in application for approval of a ~-°r , and indicate your decision on those items check be w' and ~lease add aPny other comments which you may have under number 18. l. ~ Boundary Closure: ~L oK _ Not OK; refer to Stipulations 2. ✓ Area: Acres ' Square Feet 3. ~ Drainage: a. Drainage plan (and report) needed b. Drainage plan not needed X P. Orainage provisions have been reviewed and are found to be:. _ OK _ Not OK; refer to stipulations 4. f NPDES Permit Required Y/ N I 5. ✓ Legal Description: X OK _ Not OK; refer to stipulations If not okay, please explain: 6• Public Improvements: a. Street paving needed Y b. Curb & Gutter needed Y~ NJ c. Sidewalk needed Y d. Street Liqhts needed Y-~I' e. Storm Sewer needed Y f. Escrow required Y~m If Escrow required, for what improvements? In what amount? - 7. Development Agreement required Y CN_) If Yes, for 8. All necessary documents have been initiated by Public Works and are attached hereto: (\e„E: 9. Is a traffic impact analysis and report required? Y 10. Is a State Highway Access Permit needed? Y N ~ 11. New roadway or alley R.O.W. dedication is recommended: ND If yes, what is recommended: l , 12. Al1 exist'ng dedicated roadways and alleys meet the standards of the city: N 1~ If no, ~Shich do not and what is requested: 13. All be: 14. ~-Ap he}~ st} Si and proposed dedications have been reviewed and found to fot OK; refer to numbers 11 & 12. : The Pub7 c Works Department has reviewed this request and riues it,s app oval, subject to the above and/or attached i s ~z¢ /96 Dat' 15. _ The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature 16. ~ Stipulations attached: Yes / N. Date 17. ~ DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 18. Comments: A: \PLAN6"<'..)EV . FRM ( FORkfS ) r• DEP RTMENT OF PLAMNING AND DEVELOPMENT Building Permit Number : 3039 , ILDING INSPEGTION DIVISION - 235-2855 " CITY OF WHEAT RIDGE Date : 5/8/96 7500 WEST 29TH AVENUE WtiEAT RIDGE, CO 80215 Property Owner : COORS BREIMNG COMPANY Property Address : 10619 50TH AV Phone : Contractor License No. : 18471 Company : J. E. Merit Constructors, Mc. Phone : 830 6933 OWNEWCQNTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRify that the setback distances proposed by Nis permk applkatlon ere accurete, and do rrot vbkte apPIkable ordinances, rules or regulations of the City of Wheat Ridge or covenanb, easemenla or.restridbns of record; thet all merasuremeMS shown, and allegations have responsibilit com CopdeU.B.C ntl ap otassume he appl~ b Wheat Ridge oNinian Ice Wfor work u~ndethRidge ipermR~n9 (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $140,000.00 Permit Fee : $1,341.00 Use Tax : Total: $1,341.00 Description : ELEGTRICAL POWER SYSTEM - HIGH VOLTAGE SU&STATION BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval : JE 518196 Approval : Occupancy : Walls : Roof : Stories SIC : Sq. Ft. : ~ Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiretlon Date : Approval : Approval : Approval : 0 0 s Reowa pwmft a"a`i~dlrc q~coa8C0~e of v°~°unen a~e, b a o'e r sr~y ~ome ` k we oro anrs a~°C~e c~ e iaws a ma smte a caoraao ana ro me zomng wrnk author¢etl la not commenced wlMin ebcly (60) tleys ham Issue Oete a(B) Me OuNtlinp authorizetl is suspentled or . (2) This permil staN mcpire RT11, ebenCOnetl lore petbtl of aya. (3) MNIMES99;i; il~mcpiroc, a new pertnN may be acpqeulred for a tee of one~haH the art auM nomiNy roquire4 provided m charpee have baen or will be made In the (1) Ylar.~ehep peitlefor aai~ ~~ntlonmeM hes ~wt exceadetl oire Year. M che~ matle a it suspeneion or abaMOnmeM (4) erry manrror aha110e Eone tliat wlll dianye the natural flow of wa~ eausUq a drainage probbm. (5) shaM noUry tlre BUpil~tlyin~p Mtpettopr pTxeMy-tour (24) hours In advance for all fnspactlons antl ahall receten approval on Inapeclion card bebre (8) e~ot aspa~a ths fHro~val~o(drewhga aM speoifintlons shaH not be tonshued M be a paimM forn approval of, ary vblatlon of ihe piovisions Mppodes ot any othx rndinance, lew, iule or repuletlon. PERMIT VAtID ONLY WHEN 31GNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION uCrtiriThl'ciVT OF PLANiViNG AND DEVELOPMENT Building Permit Number : Q~ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 4/22/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Own=r : COORS BREWING COMPANY Proparty Address : 10619 50TH AV Phone : Contractor License No. : 18471 Company : J. E. Merit Constructors, Inc. Phone : 830 6933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I h_r_by certify that the setback distances proposed 5y this permit appiication are accurat=, ar,d do not violate applicable ordinances, rules or regvlations of the City or Wheat Ridge or cwenants, easements or restric.ions of record; tnat all measurements shown, and alleoations ma e are accurate: that I have read and agree to abide by all conditions printed on this applicstion, end Ihat I assume full responsibility for comoliance witn the Wheat Ridce 9uilding Code (U.B.C.) and all other applicable Wheat Ridge ordinznces, for work under this pemit. (OWNER)(CONTR,4CTOR) SIGNED DATE 24 D2scripti0n : Electrical Power System-High Voltage Substation Construction Value : 140,000.00 Permit Fee : 13 1f /,oo Plan Review Fe= : Use Tax : -t5p Tctal : I 3 / . vG BUILDING DEPARTMENT USc ONLY Zoning:Commenf5: . Approval : . Zoning : 3uifding oC mmenfs-~j ! Approval: Pu6Tic Wo~ks Commeof"s:i ~ ApprOVal: Occup2ncy : Walls : Roof : Stcries : Residential Units : Eiectrical License No : Plumbing License No : Mecharical License No : Ccmrany : Company : Company : Expiration Date : Apprcval : ExpifBticn Date : Approval : Expiretion Date : Approval : ~ 'PI"ans Required-?'~ "ptans'Require`d','""~ (1) This ^,ermit was issued in ;ccorCarce with the provisions se[ `orth in yeour application and is subject ro the laws o/ the State of Colo2CO and !c the Zoning Reouiations and BuilCing Cotle ot Wheat Ridge, Colcrado or any other applicaCle ortlinances ef :ne Ci,y. (2) This permit shall expire d(n) the wark authonzed is not commenced within soC,y (60) Cays fmm issue tlate or (8) the building authonzed is sus;ended or aGanccnetl tor a period of 1<0 Cays. (3) If inis cermit ex;ires. a new nertnit may be acquired for a fe= o( one-hal! the amcunt normally reGUired, proviCed no changes have Ce_n or will be maCe in the original plans anC sperfca;icns and any susoension or abantlonment has not exce_Ced one (t) year. if chacges are matle or if suspensicr er abardonment excz_GS one (i) year, full fees shall be paitl for a new permit. (a) No wcrk of any manner shall Ce tlcne Nat will change the natural tlow of water rausing a erainage prohlem. (5) Cor.traC r shall noti(y the Builtling InspeCOr M1venly-four (24) hours in aCvance fcr all inspec:ions anC shall reC2ive wfitt?n a0proval on inspeCicn Cartl before ^rocee yi q with successive pnases of the job. F (5) The i nce of permit or the appryval of drawings antl scecficaticns shall nct be ccns:rued to Ce a pertnit tor, nor an approvai o( any violaticn of the pmvisior.s or ;h Iding c~Jes or any~ther ojt;inance, law, rvle or regclation. Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ ~ ~ ;MPAWWMW Qf KA~~lf~ AND ~YYEL~MENT Buifding Permit Number : 2$78 ~I~tON r~l~~ ~ Vql"ir RfDt3'E Date 4126l96 7~'A0~$~295 w,..~~,..~~.. PropwtyOwtnar: COOf23Qf2EWiNGCOMPANY Properly Address : 10819 50TH AV PNone : 425-7711 ContrdcMr LiCanse No. : 17945 Cflmperiy : C G Gonattuctlon P!hone : 4218434 01N4EWGONTRACT(9R 3tGNATURE OF UNbERStANDfNG AND AGREEMENT Constructiotl Value : $62,368,00 I ben" shaOeftigk d~au+~~a bY r~s pem~ u~eanon an aaurero. Permit Fea :356100 . am (Op~vka~q,i~ 1~} a!1'~I~, kx 6 ot ilro CRy of 1NhePt Ridge or . . m .~~euunm"' sAowh, and ane9altroes Plan ReWew Fee : $0-00 ~#a or eiwa4ROMIRkip euudirg Use7ajc: $1,238,52 (~1.$:G.plhd aN ~ ipMiG~► ~ nm , Mr xiaak WNtlerUft permk. . (cv w6Rtt7~N7`RACToR) 8IGNLD total: $4,798.52 CJascripfkarr : 5'IE-EF. S7RUCTURE ALLS AND ROOF PANNELS ONLY OTFFER YVORK BY $EPI PERM4? JOB !5 N&41XYGEN RLANT ER1fLQING DEPARTMENT U5E ONLY Zarting : ZONING AND PtlBU6 WORKS APPROYAL ON PE13NIt'I''#2812' i4lIRproval: fpproval : Occuparvvy : W81tS : Raof : Stories : Rs tiat Uaffs : EledkiCdF UOanse No : Rlumbing License No : Mechanic4l LicerYge No : Crntwpany : Cbmpany : Company ; E?pkaypn Oofte : Expiration Date : Expiratiorl Date : ` Apprpvat = Approvai : APRrovai : ~ ~ss~ronnmva~~roD~~uwe~aron,eawaordbstaroeaaooo~.Ao+awnmetmi~q ihe ar,ny ep»r aarnvwre df city. (2) 'tl~f,W6~kY~udktrotWmrMnC~d~(0%deyakanieetla0~eor(B)tMbUfY9q7paWhOrlriOb#u~p4tqWtlr~ (ST 4~M. ~4YIti►AaGUrarllbr eheMOns4mMtlioafiwwMname~N~e9uNed,D~deOiwch~ypiMnDSM9rwIN4emsd~~Mfa 04upj~MW~~GM.omnerthantAexaedWaie(~)Yeer. Mcnaripesarem►tliorMeupp~lonaa~9ntlaimmM 4 NW,~qb(8ny MM 1M ~iwGmN 11ax W wakt a tlnk~ape problwn. ~qrnYy.four(24)tqunNlatlvanCtttlfap . andatWl qpprWNOnintpsCfiOn,CBM0ft4 . . (8J .~f" O[M-~:. ° ~~MiMp~a'~aIl.AOtbo n toDea for, , ot,uylv7ofatlqn d tlroprovlsWne. C~ i~ tnsp~~ For Mayor THIS P'E1tMIT VALID CWY "N SKiW15D BYTHE CMiEf BWILDING IN3PECTbtt ADID NAAYCMR Cd4C4. 2"33 24 MOU1t3 PIRIOR TO IN$PECTIOISI 04-12-1996 12:09PM FROM C-G CONSTRUCTIOPL INC. ~ i I I i i ' o i ro: FROM: ~ Number of PageS IF YOU DO NOTiI i i CONTACT ~1 STRucTIoN, INC, ' Wheat Ridge, Colorpdo 80033 _ 4- lZ- 9 lo i i i j TO 2352857 P.01 303-421-6434 FAX:303•431•4745 I` ie~'-t COMPANY (2`~ ~I OR ~~a-T I~-~ O v e - Incluifing Cover Sheet ALL THE,PAGES, PLEASE I ~ AT TELEPHONE # 7ime tit / pOAM a 1.Q(f . 04-12-1996 12;09PM FROM C-G CONSTRUCTION, INC. TO I :~II ~ . ~ ♦ , _ . ~ - - . ~ ~ - . ~ . ~ ~ 'i ~ j a~_ _ . . , . . v I I N I I 3~~ t _ . I ~ . I 235?857 P.02 04-12-1996 12:10Ph1 FROM C-G CONSTRUCTIINJ, INC. TO , ~ I ( I ~'~I R ~d ncc 2352857 P.03 e ~ I ~ ' ~i II1 I~ ; ~ I~ ~ , < ~ AI n 11 ti „ 1I~~~u ~-:a??n q f_"'] ~ F( T_~ . . ; ~ ~ - t ~ ~r' ~ • _~E~-~~ ~I_I 1 1 CI__C'i -.IL_,_-.. a H A ~ ~ 1 ~ fl , ~ F3 fqk0/' vA 'fff' ( ♦ J~PI.#~ p4^ ~S 3~ ~F 1~SI~ F SYS ~F ~~i7e~ .~7x ~#•5, sY [9 ° Y t' .3lr. ~ 31 kC~2. 3 as g~ ~ ~ ~ cR ~ X ~ ~ Et s~ g4S~ r r F ,E i. ~ j~`, S~ i , a k`• " ~ ~'~a_'' te~ i~4 ~73 F $ Y ?~~X ~v~ Q 4~~; :zg~rt~g Eq° as°~C2 a ~ a ~OH 33-~~` k iatii •i S?,F~ ~~~~5 S ;y ! ~Zt~ d0^a9 s R G .i. , 04-12-1996 12:10PM FROM C-G CONSTRUCTION, 1NC. I ~!I Y , . II I.... ,i/_ . i ~ ~:i -r ~ } ~ g r 1 i~ , ,I g I ~ # ~I i I i ~ ~ , e TO 2352857 P.04 . _IN._..... _ . 9<. 'y E ; ~ {~}l I'`.~. n ~ ~.ll--- I ~ B . , , ~ i C= !R~'~yA1 ~ 93 Ei• s a ~~`(i i R . , w~ a 04-12-1996 12:11PM FROM C-G CONSTRUCTION, INC. TO 2352857 P.05 ~g$ . _ . , . € ~ I I Zi _ 7-7 , i A a ~ ~ - . .I R ~ i s r~ w ` ' i " . N xp II . I ...~._.rv`I. . . I.~~ . ~ ~I 1 d d fF ~ i F3 ~ ~ I I , ~a as _ I I ' ~ ~~a ' / x~ } I ,ii < . d9 ~ i k E ~ ~ i y,.., $ a ~ TOTAL P.05 CITY OF WHEAT RIDGE MEMORANDUM To Accounting Department F~,,, Agnes Thoma sutject Refund Dace April 29, 1996 Approved Date Please refund $1,235.52 to C G Construction, 4900 Iris Street, Wheat Ridge, 80033. They should not have paid use tax under a special agreement with the City. A copy of the building permit is attached. Thanks. DEPARTMENT OF PLANNING AND DEVELOPMENT Buildiril,Permit Number : 2978 BUILDING INSPECTION DIVISION - 235-2855 ' CITY OF WHEAT RIDGE ~ Date : 4/26/96 7500 WEST 29TH AVENUE WHEAT RIDGE, C00215 Property Owner : COORS B N COMPAf~Y Praperty Address : 1061 0 AV Phone : 425-7711 Contractor License No. : 17 ~ ructio Company: C Co tn Phone : 421 6434 R/CONTRACTO SIGNA R F UNDERS DING AND AGREEMENT ) Construction Value : $82,368.00 ~ reby certiry that the se ack ' n s pro ed by this mit application are accurete, Pefmit F '.m. 63.00 d do not violate applica or an s, rules regul tion f the City of Wheat Ridge or ovenants, easements or r tr' ions f record; at al urements shown, and allegations pl I0W FeB : $0.0 iade are accurate; that I h e rea nd ayree t all conditions printed on this pplication, antl that I assum ul sponsibility omp iance with the Wh ' e Building NnM USe T8X : $1,235.52 'ode (U.B.C.) and all other ap able Wheat Ri g, dinances, for work un . 98.52 TOtel Oa1yJER)(CONTRACT9R) SIGNED DATE AND on PERMIT~OBJ57JEW XYGEN PLANT ROOF PANNELS ONLY OTHER WORK BY SEPERATE i BUILDING DEPARTMENT USE ONLY A pprov a~ Zonin µ 007% ~ 6 c&*- . ~ ZONING AND PUBLIC WORKS APPROVAL ON PERMIT #2812 Approval : Ap oval: 6 Walls : Roof : tories : Residential Units : Electrical Lilense No : Company : Expiration Date : Approval: Plumbing Lice~ No : Company: Expiration bate : Approval : *5 . ,.p:, Mechanical License No : Company : Expiration Date : Approval: W (t) This permit was issuetl in accordance with the provisions set Forth in yopur application and is sub ed to the laws ot the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable orUinances of t~e City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) tlays From issue tlate or (B) the building authorizetl is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally requiretl, providetl no changes have been or will be made in the original plans antl specifcations and any suspension or abantlonment has not exceeded one (1) year. It changes are matle or if suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a tlrainage problem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in advance for all inspeclions antl shall receive wntten approval on inspeclion card before proceediing with successive phases of the'ob. (6) The issuance of a permit or the approval o~drawings and specifcations shall not be constmed to be a permit for, nor an approval of, any violation ot the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION NING AND DEPBUILDING INSPECTNON DIVIS ONE 2VEL 35-O2855 PMENT Building Permit Number ~ CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: G'00~j ^'rP~'iuq " ~ Phone : 4-a5 -771/ Property Address p (Q Contractor License No. Company : Phone : 421_il OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the selback distances proposed by this pertnit application are accurate, and do nol violate applicable ordinances, rules or regulalions ot the City ot Wheat Ridge or covenants, easements or restrictions of record: lhat all measurements shown, and allegations made are accurate: that I have read and ayree to abide by all conditions pnnted on this application, and lhat I assume full responsibility for compliance with the Wheat Ridge Building s, for work under this permit. Code (U.B.C.) and all olher appliwble heat Ridge ordinance (OWNER)(CONTRACTOR) SIGNED ~ ATE3 Description : gTee( _3-trUCfup'e Da eae'I l~d4ae~S BUILDING DEPARTMENT USE ONLY Approval: Zoning B~11d1[i - Approval: tOblic°.W-f~ne`n'ts%! Approval : Occupancy : Watis : Roof : Stories : Construction Value : Permit Fee : Use Tax : Total : Residential Units : Electrical License No Plumbin9 License No . Mechanical License No : : Company : Company : Company : Expiration Date ExPiration Date : Expiration Date : : Approval . Approval : Approval ~ Plans.Re`qulred I, PIgns Required (1) This permd was issuetl m accortlance with the provisions set forth in yo0ur aDP~ication antl is suDjecl to the laws o/ the State ot Colo2tlo and to the Zoning Regulations an0 Building CoCe of Wheat RiCge, Coloratlo or any otner ap0liwble ortlinances oi the CiN. This permit 5hall expir2 if (A) the `NOrk au1h0nZed i5 not CAmmentetl within Sixry (60) GayS from issue tlate of (8) the building authon2etl is 5u5pen0e0 of ahandonetl for a perioC of 720 Cays. amount ye a~t rovided changes are ma0e o~ ~ su pensiani'orbabandonment on or ab n0onmentahas not ezceede0 ooe (r1equi bftn (3) lorig nal p ans an0 specifiwCians and any acquired ezceetls one (1) year, full fees shall 6e paid for a new permil. . (4) No work ol any manner shall De tlone Ihat will change the naWral flow of water causing a aramage proelem. (5) Contractor shall notiry the Building Inspector Rvenry-four (24) hours in atlvance 1or alt mspecnons anU shall receive written approval on inspectlon carG before proceeGiing with successive phases of the lob. (6) the Euddin9 ocotle5 or i any t othePOrda'nce rla~wings ~ a otlreguation~~ons snall not be consimeo to De a permit for, nor an approval ol, any vioiauon of Ne proviswns of f B 'Idin Ins ector For Mayor Chie w g p THIS PERMIT VALID ONALLL W 34 5933 24 HOURS PRIOR TO~INSPEC ION ECTOR AND MAYOR Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3•0 ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 April il, 1996 Mr. John Eckert, Chief Building Official City of Wheat Ridge Building Department 7500 W. 29th Wadsworth Wheat Ridge, C0. 80034 RE: Coors Glass VPSA Oxygen Building 5000 Oak St. Dear John, We have reviewed the plans for this building have the following comments. 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers. 2. The fire hydrant that is to be located on the North side of the building will need to be installed and operational prior to above grade construction. UFC 91 10.402. 2. Exits: 1. Exit doors meeting the requirements of the Building Code will need to be provided as overhead doors cannot be used as exit doors. The number of required exit doors will need t.o be determined by the Building Official. UF'C 91 12.101. 2. The exit doors shall be openable without the use of key or special knowledge. UFC 91 12.106(b). 3. Exit signs will need to be provided at required exit doors and where necessary to clearly indicate the direction of exit egress. UFC 12.111(b). 4. Exit signs will be subiect to field inspection. Additional signs may be required. UFC 91 12.111(b). 5. Exit signs shall be placed on a separate circuit with a lock on the circuit breaker as specified in the Electrical Code. 6. Provide emergency lighting by night light circuit at front and rear door or battery pack emergency lighting at front and rear doors. If a night light circuit is used, it will need to be on a separate circuit with a lock on the breaker. UFC 91. 12.11(b). • 3. Portable Fire Extinguisher's: 1. Provide (1) 4-A rated, 10-b ABC dry chemical fire extinguisher, fully charged with current inspection tag, mounted not less than three feet nor more than five feet from the floor to the top of the mounting bracket by the exit doors(s). UFC 91 10.501(a). Amended. 4. Special Hazards: 1. Submit information on the type of equipment to be installed and uses within the building. Submit any Technical Assistance and supporting N.F.P.A. or other codes that will specify codes for uses. UFC 91 2.302 5. Electrical: 1. The information requested in Item 4 will determine if any special requirements from the National Electrical Code will apply. 6. Additional Comments: 1. Any code requirements that may arise from construction. 2. Twenty four hours notice required Eor all inspections. Sincerely, Ste t-S~~teig e e Deputy Fire Marshal Arvada Fire Protection District APR-26-96 FRI 7:36 ARVRDA FIRE PROT DIST FAS N0, 3034224569 Arvada Fire Protection District P. 0. Boz 3-D ARVADA, COLORADO 80001 Telephone (303) 1243012 « fAX (303) 122•4569 Aprii 24, 1996 ASr. John Eckert, Chief Building Official Wheat Ridge Building Department 7500 W. 29th Ava. Wheat Ridge, C0. 80034 RE: Rocky Mountain Hottle Company VPSA Oxygen Plant Dear John, P. 02 • ~ We have revieued the plans For this building and have the foilowing comnents. 1. Site: 1. The address shall be posted on a temporary basis and sha21 be permanantly affixed to the building in a minimum of 4 inch numbers. UFC 91 10,301tai. Amended. 2. Fire lanes shail be posted, "No Parking Fira Lane" vith signs that meet City ot Wheat Ridge Standards. UFC 91 10.206. 3. The new fire hYdrant will need to be installed, operational and capable of providing required fire flows prior to abova grade construction. UFC 91 10.401, 10.502 Amended. 2. Exitst 1. If the main axit dooreJgatea are provided with a key locking device they shail be provided with a sign stating, "This Door Is To Remain Unlocked During Busineas Hours. UFC 91 12.106lb1. 2. Exit doors/gatea used in pairs shall be openabla with one operation. Edge or surEace mounted flush bolts are prohibited. UFC 91 12.106(b). 3. Additional exit doors shall be openable From the inside without the use of key ar special knowledga. UFC 91 12.106(b). 4. Exit signs need to be provided at eait doors and where neCessary to clearly indicate direction of exit egress. i1FC 91 12.111(b). APR-26-96 FRI 7;37 ARVRDR FIRE PROT DIST FAX N0. 3034224569 P.03 Page 'l+ao 5. The exit signs will need to be glaced on a separate circuit and be provided with lock on the circuit breakcr aa aPecified in tha Electrical Code. 6. Exit signs shall be subiect to field inspection. Additional signs msy be required. UFC 91 12.111(b). 7. Provide emergency lighting by ni8ht light or battery pack units at exit doors and where needed to provide exit illwnination. ITFC 91 12.110(a). 8. Emergency lighting ahall be subiect to field inspection. Additional units may ba required. IIFC 91 12.110(a), 3. Portable Fire Extinguisher's; 1. Fira extinguisher's shall be a minimum of a 4-A ratad, lo-lb. AHC Dry Chemical units, fully charged witA current inspection tags mounted not less than three Peet nor more than five feet from the Eloor to the top of the mounting bracket at each exit door. IIFC 91 10.501(a). Amended. a. Additional Comments: 1. A letter from a Fire Protection Engineer or Technical Assietance Report needs to be provided that the instaliation meets the National Recognized Standards includine fire protection systems provided at the site and that tha building is not required to be sprinkied or provided with explosion Broof electrical prioz to above grade construction. UFC 91 2.203 2. Any code requirements arising from construction. 3. ltaenty four hours notice required for a21 inspection. Sincerely, Arvada Fire Protection DistricC Steve St.e`e'irer Deputy Fire Marshal Property Owner : COORS BREIMNG COMPANY Property Address : 10619 SOTH AV Phone : Contractor License No. : 18471 Company : J. E. Merit Constructors, Inc. Phone : 830 6933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Con5truCtion Value : $752.00 1 hereby cerdy thaC Ne setbadc distancea proposed by thia pertnit application are accurote, pemlit Fee: $21.00 and do notviolate Ncabb prtlinances, rules or rogulationa oT the Cdy of YVheat Ridge or cmrenams, easemen's or iee~ia~s or record; Mat all measurementa shown, and ai~aerona Plan Review Fee ; $0.00 made aro accurote; thadl havamad and egree to ablde by all condWons printed on thia eppliation, and tlwt L essume Iult reaponaibilPor pIian wkh the Wheet Ridge Buildfng USe TaX : $11.28 Code (U.B.CJ.anC aIloMer applicabie VJh e ina , for work under Mla parrgft. (OWNER)(CONTRACTOR) SI6NE pq7E y Total : $32.28 Gt Description : EREC EMP RA 20' X 40' TENT FOR USE IN FABRICATION BUILDING DEPARTMENT USE ONLY Approval : Zoning : Rpproval : Approvaf : Occupancy : Walls JE 4122186 OWNER MUST ASSURE PROPER VENTILATION Roof : Stories : Residential Units : Electrical ticense No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Dete : Expiratlon Date : Expiration Date : Approval : Approval : Approval : a r m mia PsrrM wes b.uea m eaweana wm, nb wwicans set roft in yopur aWwion .na uw ~x a n,a ~ a me smo~ a caoreao.na a ma zonMo ttegwana,s ana eWI~q coae m wnsai rtape, cowraao or arry mner.appiicaae adinmcee a c~ry. Th~ia.~ d~i ~ ~(AS~1M work euthonzeA ia rrot comrtnanced wrth n abdy (80) tlays hom insue date or (B) ths buNAinp aWarizetl b auspentletl a zo (3) . M Mit pemm~ftt ~lie8, e new pert1~R may 6e acqulred Mr a fea M ono-half the amouM nortnaNy requhetl, provitletl rw ehanpea ~eve Oeen w wNl ha made in Me onginat qans ane spetlHatfone uM a~ry euspen~on or absntlonmeM nas rot m¢eadee ona (1) y~r. It charqes are matle or N wapanabn a abantlonmant euceeUe one Ye+~. NR feas Mall be D~ for e rrowpanNt. (1) No wak W arry manner elreH be daie ihat wN~ clisnge Me neWral now Mwater causinp e tl~aina~ge problem. coneraaa snan muy ma su~dkp inepactor iweMy-four (24) hours in etlvance for ail ~napeetlona antl shatl receive written approval on Inspection wrd before (s> wnh succassWe aha6ee ot tlre bb. (e) _~9wnce M o parmit a tlie approvel o/tlrawirgs arW apedflcetlona shall not be consWetl to be a pemdt for, nw an eppmval of, arry vblatla~ M the provlsbna Chief Wokiing Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING IN3PECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ 04,116 ~t, ~;~:r:5r, IL~I.Ih4!a fIE?HGP.IICHL ~ ~r ~f" . . • • ' . , ~ Annerican Canvas Coa, lnc. - ~ Derver 1"ent CoM~am►' . ' . . 4004 GRAP[ RTREEY, DSNYlA. COLO. 0031E TELlPHON! 703/399-3211 ' FAX ($03) 399-13E2 . . , . . : **,rNOTIC£*<r f*~+~ ♦s*t: t+ft~ f*,r*+ ~~~t* t~~*~ TO COMPT,Y WI'I'H THE CODE OF THE CITY & COUN1'Y OF DENVER. YOU MUST OB'TAIN A PERMIT PRIQR TO ERECTING THE TENT AND/OR TE,.'VTS YOUR A.R~u ' RENTING . • . IN DSN17liR CONTACT THE FIRE PRRFsVh'NTION SUMU. TI3 pi,I, pTHgg. COUN'I'ZES PLEASS CONTACT XOUR LOCAL FIRE DSPARTMSII'S' WE HAVE ATTACF?aD THE FIRE RETARAANT CfiRTIFICATS YOU WILL NFED TO SUBMIT TO RECBTVE YOUR PERMST. PLEASE TAKfi CARE OF TfiIS IN ADVANCE fiEcORB TH3 $ST-Ul> OP' YOUR TEN'1'. NOTS: A°TER THE £RECTION 0F YO(JR RENTAL ITEMS, AND AN oR~g~ C~gW USTAFFI ON THRIR HOURS x~~OF f'k#tir* •*!A'l t'YFYA tifit #f44~ fit3t ittf* Quality Tents Since 1890 IIi:I: IPUa PIEi'.HHhd[CNL FN ':1-~_'1~ ~ •q-~_ i F'H11E ~ , ~ ~ ~i til ~ ~ ~ ~ ~ ~ ~ Denver Tent Comp y COOa GRAPESTREET,OENVEP CCLO.B021G TH15 IS TO CERTIFY THAT THE PRODUG7S OR MATERtALS HEREIN DESCRIBEA ARE MADE FROM A FLAME-RESISTAN7 FABRCG OR ARE INNERENTLY NONFLAI^.MFBLE~ PAODUCED FOR; ~eriCan Canvas Co.. InC. DATE 6~~2 AODRESS: 4004 Grape Street/ Denver, CO 80216 DESCRIPTION OF PROAUCT:40 x 40 Yg1lQ~y/White P~rtv Canonv + mi~'c FABRIC PRODUCED BY; ADDRESS AND REGISTRATION 3055 E Fruitland Ave/ Los An9elesy CA 90058 F141 McTHOD OF AaPLICATION Laminated IN ACCORDANCE WITH SPfiCiFICAT10N5; Calif. 5tate fire Mar5hal FEame nezandent p-~oceas uaed wif1. not be n.em~ved by w4,s 'ita 11~3 l~ ~ R' AMERICAN CA~~ 'AS C0. INC. DBA QENVER T"NT C0. ~ ~ 6vt ~ tstr ~ y~ G~' ~ ~ ~ ~ ~ ~ ~ ~~r~,. ~7"' ~ ~ ~ ~ ~rrtifiratr nf Ylttmp Er~i~tttnrr issued by Amencan Canvas Co., Inc. .,y, an Pacific Combining Corp DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : t/// CITY OF WHEAT RIDGE y~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 On~,~~ ~~~7uin~ (ornrPonl Property Owner : ' ` - ~ / Property Address : )Ul~I aL~ K~'`''~ h~L Phone : L ~7~73^y Contractor License No. : ICompany :_7~-t mL--viT- cU31-S~2 uC~t C~1(cS ~Yl~ Phone :~~''m T =J~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setback distances proposed by this permit application are accurate, pefrtlit F88 : and do not violate applicable ordinances, rules or regulations of the Cily of Wheal Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Use Tax : made are accurate; that I have read and agree to abide b all con ons printed on this application, and lhat I assume full respons ility for com iance the Wheat Ridge Building Code (U.B.C.) and all olher appliwble WarrRtOgle oriance , for work under this pemy~ / Total : / i^ (OWNER)(CONTRACTOR) SIGNE J ~ - W~. ° I I-/ ' C/I TL- /'J~E.~~7 (I(')nS72'u`C?CA01~'S T~ , . . Description: ~t~ oF -TErnPokX.~y/~C-x'/U ~L-~TtfD T~~T BUILDING DEPARTMENT USE ONLY Approval : Zoning : ti►n- rvr~~. vc..~ ~ua~n~~ma~e~s uyi M v 57~ l9-s ~ Approval: Pnblie~watkg°t'-sb711Q1en2s;? Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Company: Expiration Date : Approval: ~ :-Plans Requlred_~,; Company : Expiration Date : Approval : ~ PIAns Required .,I Mechanical License No : Company : Expiration Date : Approval : ~ ~P,~Snai.taQuir: (t) This permit was issued in accorEance with the provisions se! Porth in yopur a001rwtion and rs suEjecl to the laws of Me State of Cobratlo and to the Zoning Regulatlons antl Builtling CoCe o( Wheat Ridge, Colorado or any other applicable orCinances ol lhe Ciry. (p) This permil shall expire if (A) lhe vrork authonzed is not commenced within sizry (60) days trom issue Cate or (B) the builtling authonzeC is suspentled or abanOOneC br a period of 120 tlays. (3) If this Dermit ezpires. a new permil may be acquired for a fee of one-half the amount normalty requireQ provitle0 no changes hava been or will De maCe in the original plans antl speclfirations antl any suspension or aCandonment has not ezceetled one (1) yeac If chanqes are matle or il suspension or aDanEOnment ezceetls one (t) year, full lees shall De paiG for a new permit. (4) No woB ol any manner shall De Eone thal will change the natural flow of water causing a tlrainage problem. (S) Contractor shall notiry the Builtling Inspector twenry-four (24) hours in advance for all inspecuons antl shall receive written approval on inspecuon cartl before proceeCiing wiN successive phases of the joD. (fi) The iss Ce ot a permit or the approval o/ tlrawings antl specifitations snall not be consfluetl to Oe a permM1 1or, nor an approval o/, any violation o1 the provisions o( the IOiny coaes or any olh ortlinance. law, mle or regulation. - / Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION FJ E JACOBS ENGINEERING GROUP INC. 1670 BROADWAY, SUITE 3200, DENVER, COLORADO, 80202 (303) 830-6933 FAX (303) 830-691 1 April 16, 1996 City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80215 Dear Sirs, Enclosed are three (3) set of the drawings indicating the location of the temporary tent along with the information provided by American Canvas Company who wil] be constructing the temporary shelter. The 20' x 40' tent, not the 40' x 40" as stated on the certificate, will be used as a fabrication azea for the purpose of welding pipe. It will be in use from Apri124, 1996 to June 14, 1996. If you have any questions, please do not hesitate to contact me at (303) 425-7860. Sincerely JE MERIT CONSTRUCTORS, INC. Mike Kraft Manager of Construction MK/jis Enclosure: ~p~«'1 YJ~ ~r •r q°; . pEr;~ARTMENT OF PLANNING AND DEVELOPMENT ~ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. Company Building Permit Number Date 2812 3/25/96 COORS BREWING COMPANY 10619 50TH AV Phone: 425-7711 18471 J. E. Merit Constructors, Inc. Phone : 830 6933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hCreby certily that lhe setback distances proposed by this permit application are accurete, anddonM vblate applicable ordinances, rules or regulations of the City of Wheat Ridge or c0Ortants, eaaements or restridions of record; lhat all measurements shown, and allegations mpdsare accurete; that I have read and agree to abide by all conditions printed on this lCqtion, and that I auume full responsibihty for wmpliance wdh the Wheat Ridge Buildin9 ~oi1! (U.B.CJ and all other applicable Wheat ~tidge ordinances, for work under this permit. . (OWNER)(CONTRACTOR) SIGNED DATE Description : FOUNDATION ONLY - PRAXAIR OXYGEN PLANT ' BUILDING DEPARTMENT USE ONLY Approva GG - PID Zoning : Approval : GK 3125196 Approval: Occupancy : Walls : Roof : Stories : Residential Units : EleCtrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Ecpiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) Thia peimit waa issuetl In aCCOrtlance with Me provisions set forth in yopur applicaUon and is subjecl to the laws of the State of Colorado and lo the Zoning Repulatlons and Builtlinp Code of Wheat Ritlge, Cobratlo or any other appliceble oMinances of e City. This pertnit ahell eupre if (A) the xrork auNonzeO is nol commencetl wilhin sixty (60) days from issue tlate or (e) the building authorized is suspendetl or atsrMonetl for a pario0 M 120 tlays. rovided bee ")pApinapap 8j nyexpim,peGficwaVonf and any s sp~enison or abendo me tehas not exceeded one (i~) yea r, If ch nge are made oe f suspen sioniIobeba donme t e:ceeds pne (t) year, full fees shall be paitl for a new permiL , . No woik of any menner shall be done that will chan9e Ne naWrel flow of water causing a tlrainage problem. (5} CrntraUOr shatl noliry the Building Inspector twenry-four (24) hours in advance fo II inspections and shall re~iv§ written approval on inspeclion cartl before ~i wNh s sarve Chases of theZob. / (g) Issu of a rmrt ur the approv I o drawin83 antl spedficatlons shall notl con~Wed ro be a permif for ,nor a~ approval of, any violatlon of the provisions . oi the fl ing es of en,~ oth f o~ance, law, rule or regula4on. ~ r ~ U ' ~ Chi Building Inspector For Mayor ~ /j THIS PERMIT VALID CONLY ALL W234 5933 24 HOURS P IOR TO~INSPECTION E CTOR AND MAYOR Tc-~jllv-" --l j I D.EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDINGCITY INSPECTION RIDGE 235-2855 Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~ PropertyOwner: coor~S (ti'_;. cG"'tl9"'"y Property Address : ('DCe( 9 1w- 6Z)7~~'Ovv-e- Phone : 77/( Contractor License No.: h~-1-1'71 / Company : -T,, `,~IF/Lr J--V5 TA-<` Phone -7,f-(a o OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applieation are accurate, and tlo not violate applipble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: lhat all measurements shown. and allegations matle are accurate; that I have read and agree to abide by all conditions pnnteA on lhis applicalion, and that 1 assuma full responsibility for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Whea~t /Ridge ordinances, tor work untler this pertnR. (OWNER)(CONTRACTOR) SIGNED~[~/ DATE7Cons 7MS ' n .eY- vo~..,~ N.,......~Ot,W.l7~QTo.ti ~ Approval: ~ Zoning : 0ld(ria Approval: ~ublic~W ~ fI '`LX05//~_ v7In ~u c... BUILDING DEPARTMENT USE ONLY Approval: : Walls : Roof : Stories : Residential Units Occupancy : Electncal License No Plumbin9 License No : Mechanical License No : : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : -i Pfans Requlred_`.:1 Plans Required I- `Pn!fflQm!~ (i) This permn was isSUeC m accortlance wrth tbe provisions set lortb in yopur a7PliwUOn and is su0lecl lo the laws of the State ol Coloratlo and ro Uhe Zoning Regulations and BuilEing Code of Wheat Ridge. Coloraao or any other aDP~icaDIe orOmances ol the Ciry. (Z) ThiS permn 5hall BxOife d(A) [hE work aulhOnZetl is nOl Comm2ncetl wilhin SitN (60) CayS tmm issue tlal2 ar (8) tlfE CWIOing dulhOnZEtl IS SuSpentleC ot abantlonea tor a penoC of 720 Eays. l3) ngnal pans anG speufiwlio aintl any suspenisw~ or abanCanmet ahas not excee<1ed cne 11el Ye ~ OI changes are maCe oad su pe sion ll oaDanEOnment o ezcee7s one (t) year. full /eee shall be pai0 for a new permR. (n) No work of any manner snall Ee Cone tnat wtll change the naWral now ol water causing a tlro~nage Oroblem. (5) pmcee0img waith successi euphases of~e ob. enry-four (24) hours m atlvance lor all mspecuons and snall recerve wntten approva~ on mspecuon rarE before 0~ a00rovai ot. any violaUOn ol Ine provisions j61 The Ihe buJa go cotles or any otnePo~tl na1nce.Sawingse o tl regulauontions shall not oe conswea to be a Dermrt for, nor an Chief Building Inspector For Mayor THIS PERMIT VALID O ALL W234S933 24 HOURS PR OIR TO~INSP'E TION ECTOR AND MAYOR DEPARTMENT OF PLANNING i DEVELOPMENT REQIIEST BOR PIIBLZC 1PORR8 REVIESY '1 Date: Case/Building Permit No. Location: Please review the attached materials submitted in application for approval of a(~ J~I,A;t , and indicate your decision on those items check belo , itlild pllease add any other comments which you may have under number 18. 1. Boundary Closure: 2< oK 2. _Z~__/Area: Acres _ Not oK; refer to Stipulations Square Feet 3. Drainage: a. Drainage plan (and report) needed _ b. Drainage plan not needed 7C c. Drainage provisions have been reviewed and are found to be: OK Not OK; refer to stipulations 4. NPDES Permit Required Y~ 5. ~ Legal Description: K OK _ Not OK; refer to stipulations If not okay, please explain: 6. Public Improvements: a. Street paving needed Y~ b. Curb & Gutter needed Y~ c. Sidewalk needed Y d. Street Lights needed Y e. Storm Sewer needed Y~ f. Escrow required Y If Escrow required, for what improvements? In what amount? 7. ~Development Agreement required Y ~ If Yes, for 8. ~ All necessary documents have been initiated by Public Works and are attached hereto: no,,,,- 9. ~ Is a traffic impact analysis and report required? Y No 10. ~ Is a State Highway Access Permit needed? Y~ il. 1 New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended: 12. ~ All existing dedicated roadways and alleys meet the standards of the city: N/A If no, which do not and what is requested: 13. ~ All existing and proposed dedications have been reviewed and found to be: OK _Not OK; refer to numbers 11 & 12. 14. ~ Approv : Th Public Works Department has reviewed this request and here giv s its approval, subject to the above and/or attached sti latQ ns. ✓ S Date 15. The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 16.- _-Stipulations atkached: Yes o 17. _,,~~DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 18. / r' l.h/" T Cl 1 r)G€ i6 ~ ' Arvada Fire Protection District L J LJ Memorandum PLANNICIG 8. aEUEL-GRA4EAt Date: March 21, 1996 To: John Eckert, Chief Building Official From: Steve Steigleder %.9,~ Subject: Foundation Only Permit Coors Glass 49th and Miller St. I have spoken with Mike Craft and Dave on the site regarding the foundation only for the new oxygen plant. A new fire hydrant will be placed at the N. W corner of the building. UFC 91 10.501(a) The fire lane will be 20 feet of unobstructed width, and Mike stated that if changes need to be made they will do so. UFC 91 10.204(a),(b). The fire lanes will need to be posted, "No Parking Fire Lane" with signs that meet City of Wheat Ridge Standards. LTFC 91 10.206 We would request that a technical assistance report and information be provided with the building plans. ~I e- r~ b,N(J A T 1~ U~ 6~ N L-) Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80007 Telephone (303) 425-0850 - FAX (303) 422-4569 March 21, 1996 Mr. John Eckert, Chief Building Official Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, C0. 80034 RE; Colorado Unit.ed Bank Remodel 4974 Kipling St. Dear John, We have reviewed the plans for this building remodel and have the following comments. 1. Site: 1. The address shail be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers. UFC 91 10.301(a). Amended. 2. Fire lanes shall be posted, "No Parking Fire Lane" with signs that meet City of Wheat Ridge Standards. Signs will need to be posted on through out the access lanes. [TFC 91 10.206. 3. The proposed fire hydrant will need to be installed prior to completion and opening of the facility. I have spoken with JerrY regarding the installation. UFC 91 10.402. 2. Exits: 1. The main exit doors in Group B, Division 2 Occupancies that are PTThided with a key locking device shall be provided with a sign stating, Door Is To Remain Unlocked DurinB Business Hours. ITFC 91 12.106(b). 2. Doors used in pairs shall open with one operation. Edge or surface mount flush bolts are prohibited. tJFC 91 12.106(b)• 3. Exit signs with battery back up will need to be provided at all exit doors and as needed to ciearly indicate the direction of exit egress. UFC 91 12.111(b). Page Two 4. Exit signs shall be subiect to field inspection. Additional signs may be required. IIFC 91 12.111(b). 5. Provide emergency lighting by night light or battery pack emergency lights. UFC 91 12.110(b). 6. Emergency lighting shall be subiect to field inspection. Additional units may be required. iJFC 91 12.110(a), 3. Fire Detection Systems: 1. Submit a information on what will be the status of the existing fire detection and alarm system. If the system is to remain it will need to be tested and modified and supervised as needed. IJFC 91 10.504(a). 4. Portable Fire Extinguisher's: 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-1b. ABC Dry Chemical units, fully charged with current inspection tags mounted not less than three feet nor more than five feet from the floor to the top of the mounting bracket at each exit door. UFC 91 10.501(a). Amended. 5. Electrical: 1. The owner will need to verify that sufficient electrical receptacles have been provided as extension cords and or multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. IIFC 91 85.106(a),(b). 6. Interior Finish: 1. Carpeting will need to be a minimum of a Class II Critical Radiant Flux and documentation will need to be provided prior to installation. 7. Key Box: 1. If the fire alarm system is to remain the Knox Box Key Box wi11 need to contain all necessary keys to make entry into the building. The key box will need to be maintained at all times. UFC 91 10.301 Amended. ~fiMll% 1111 = ,NPIING AND DEVELOPMENT Building Permit Number : z004 fION DIVtS10N - 235-2855 WHEAT RIDGE pate : 2/21196 T 29TH AVENUE IDGE. CO 80275 COORS BREWING COMPANY 10619 50TH AV 18714 Quinlan ConsVuction, Inc. OF UNDERSTANDING AND AGREEMENT Phone : 425-7883 Phone : 442 0202 Construcbon Value : 40~lU`n'•v" Pertnit Fee : $284.50 Plan Review Fee : $0.00 Use Tax : E450.00 Total: $734.50 MODIFICATION V BUILDING DEPARTMENT USE ONLY 7y~iy... . VYalls : Roof : Stories : Residentlal Units : Plumbing License No : Mechanical License No : CompanY: Company : Expiration Date : Expiratian Date : ApProval : APProval : o,..Krorm u, rw appacanon.na a suuaame iaw. ane sms acaawama m ms z«~w ~ado «anr cNx aan.noe. a cib. « K conxriencetl wilM~~l~) dari ~ mws dNe a(B) the ddWhq eWha~Zed b wWaMb x a fee d ono-hdl tM amouM mmWM mWirgd, ~n° ~ have been W wiN W maAe in Ma o~raESNn.ConmaMhag ralexceadedone(/)Ym. ehenpesm mWS U xauepenebnaabrM~^d ~.ih eaU,ral now m w.Nr a areWWe aobk~n~ wr CL4) hours in advsna bor al napectiong antl ahlA ~ecelva vnitlen aDG" o^ inspection cwd OeMre aM a0~~~^s shaN not Oe conctrued b be a P~ nor an eDDro'~a~ ot aM Wdatlon W the PmviebM iare0ulatlon. . ~i6W[ np~PV •err.~;-__. ymfgPJAIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDMG INSPECTOR CALL: 234-5533 24 HOURS PRIOR TO INSPECTION ; DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUII.DING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~ Property Owner co_')-Vg Y'~Y'C,w t w' ~CoVI^ Gk'"`'',~ PropertyAddress: [O(n(q ~f"~1Phone: Contractor License No. : I g- Z `t~ ~ Zo-L, Company : Q ~ki_6„ti, &'St1,,L~-e~z~w Phone : ~Z --0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 070 , (r 1) Construction Value : `3p , I hereby certiy that the setbaek distances proposed by this permit application are accurete, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or PefRlii FE8 : covenants, easemenls or restrictions of recoW: that all measurements shown. and allegadons made are accurate; that I have read and agree to abide by all wnditions printed on this US@ Ta% : applicatian, and that I assume NII respon dity for eompliance wilh the Wheat Ridge Building Code (U.B.C.) and all other appliwble W at Ridga or ances, for work under this permit. TOt21 : DATE~ ~ (OWNER)(CONTRACTOR) SIGNED Description: LQGCA6Z4N cLt7c~- bkA( BUILDING DEPARTMENT USE ONLY Approval: $n~ Zoning: ?ID widinglamom Approval: ~bIiC:W921i11'fits;! Approvat : Occupency : Walls : Roof : Stories : Residential Units : Electncal License No : Plumbmg License No . Company: Expiration Date : Approval : ~ Pfans RequireI J Company : Expiration Date : Approval: A. Plans Required ~ Mechanical License No : Company : Expiration Date : Approval : ~ : P;f8ns;1_t8qulr6~ (t) This pelmR was 65uetl in aCCOfOanCe wrtll Ille pfOVi5i0n5 SEl lotlh m yo0uf aplAulIOn and i5 Sublect ta th21aW5 of the StatB ol C01o200 and lo the Zoning RegulaUOns and Builtling Cotle of Wheat Ridge, Colorado or any other apphwble ortlmances ol tbe Ciry. (Z) This o nea far aa DenioE ol 20 tlaysrk autnonzed is not commenceG wrthm sixry (60) tlays Irom issue Oate or (B) the bmlEing authonzetl is suspentle0 or aban (3) I/ this permrt ecpires, a new pertnit may be acquire0/or a lee ol one-half the amount normally reQmretl, provlCeO no clianges nave Eeen or will Ce maEe in Ihe origmal plans and sDecifiwtions and any suspension or abandonmenl has not exceetletl one (t) yeac If changee are maGe or if susDension or a0anaonment ezceetls one (1) year. full tees shall be pai0 for a new permit. (a) No Wng y manner snall De tlone lbat will change tne naWral tlow ol water wuvng a tlrainage problem. (5) Coall n00fy 111E Buil4i0g InSpECIOf tWenty-/OUt (24) IIOUfS in aQVanCe 10/ all mSpECUOnS and Sllall reCerve wnttEn aDprOVal on inSpeCUan Wr0 befOre pmlihssrve phases oe job. m (6 ot t ' tles or any the ~or~V ancx.rawnNSe or~regWationtions snall not be construea to Ce a permit lor, nor an aOProval of. any violation ol the provisions Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION RAPLEY ENGINEERING SERVICES, INC. ENGINEERINO DESION PAGE JOB N0. 'lCor72A"DO DATE z' ~Co BY CH'K. CUSTOMER 1 PROJECT~L.'~f SUBJEC7 c ~'~c ~ YC- ~ .2. d ...1~ i ►.~T f"lA.'f ~Rdlsie. 4Q- ~ • ~~'~~,c J 3 } . ~ J QJ / ' ~ ej • O ~ ~ 2 / IaME OF ~ _ ~ ~ i ~ . L~~E oF . ~ FooTlV4 ca. ~ : ~ L~~E ~OF Z FG?dTIWCi RAPLEY ENGINEERING SERENGVI~CENG ~ ~N PAGE 2 ~ 0 GCo(Jy~"C~U _ " BY •.JC~C~ CH'K. Joe N. DATE PROJECT~ CUSTOMER ~ SUBJECT ' Jai NT rWT''~ > ~ ri . . I,' ~y,L„bRDUNr7 `r _ • V o ~ Z ? CDP'If~GC`IJ7 ~1D~~. DF ~ ~ I- FII~~ . I~ zz , D 1-Z" ~,xiST, c.~µL, ~ ~ ' #~4 S-r►7. wcLk e ' ~l0,0i • = E -~~u `►_,~I~'=T~I~~--=i~~ , _ ~ Q u rz?,,~p ..i llll a.-r~~z►~~--c~ Cj E.GT1~►-4 RAPLEY ENGINEERIlVG SERVICES, INC. ENGINEEfiNG OESIGN PAGE 22' C- .ae wo. qLdS4-00 D.A,ATE BY Jcc= CH'K, CUSTOMER Caar-0,~~!+~~ ~ 1a~+U • PROJECT (JO Mo~6 SUBJECT : Eoca~: ar-~r~~. To rlvrc~-t t" ~iST, W~ Y4" o x ~4 x 9 Li ~.E. ar= c.o►-l, TYR ~-`Coµr~ S~e ~~crioN a. . ~ . ~ rJ~ rhEra~to~ . . I~l~~~ llll= I(II c-.~~-r,a►-.► ~ . , , TOTRL ?4GE.94 RAPLEY ENGINEERING SERVIC~~o oI siCcri PAGE 7?d..~Q '~.,GI'GI BY~~G'y CH'K. A/n.. JOB NO. DATE CUSTOMER PRO.IEC7 s..~s SUBJECT ~ . . . y 1--- W t}► a L~-- ; s ~ ~ ~ ~ ~ -'L O,s. - " I1?7, -0 RAPLEY ENGIlVEEitING SERVICES, INC. ENOINEERING DESIGN PAGE JOB NO. ~~02A' 0-2 DATE J'aa-Clir. BY CH'K. CUSTOMER Q N PROJECT SUBJECT P,r-+c"oe ADH~vI~E ~GHOI~ . ' _ . E~ASE f-~'~~ x o~ k~-~► ► K.' ~~,T' a C~'"/2 n. o~=~, . . .I.. . . ' 1 2• Tl(F? ~ Q ~ 0 Lti 17 Z ~ ~ ~ II NC77-a ' l.j F-- LC; FO'C Z. C-aL.Ut-164 •F' FL ~ RAPLEY ENGINEERING SERVICES, 1NC. ENOINEERMO DESIGN PAGE J08 NO. ~CoC;74 ' OCS7 DATE 1?ep• q(15 BY CH'K. CUSTOMER l •,~•'i••~-'~L~.C~Id~~n~i~, PROJEC'f_~^r_~/v SUBJECT <-2}'IaO , ~ . 2- 5 F~ ~~T~ 1~I2X0'-~i' J ~ l~ c~1 " , ~ USE ~F,,,~ k1c.l.17 . ~c'j IZ CdLU 1--1►.~ F~ RAFLEY ENGINEERING SERVlCES, INC. ENGINEERING OESIGN PAGE 4-4-2 JOB NO. -~CH'K. n(?OK, PROJECT CUSTOMER SUBJECT L~kx4~%Fo, Ls- =)C-iErL , L4x4x%4-x C'-1 -E . . J Z e%n-TS , r ~ . - ~ trLT Li r--1 E . ' ~ II ~ . ~ J 9 9 II ~ Ft Y4 - D . V F-? ~ ~ . 90'30tld 71d101 gApLEY ENGII4EERING SERVICFS, 1NC- EN6NIEEPING OESGN PAGE GI~o02A' O~~ DATE ` 'C.° gY JOB NO. PRO.IECT CUSTOM ER SUBJECT . - , --~►~r, . ~-~,;~.~ca . . L4 ~ x ~ X t~joLT~o, T'tP. 1~2;~ a i,_Qn RAPLEY ENGIlVEERING SERVICES, INC. ENGINEERING DESKiN PAGE a Co 0 2~I -~C~ DATE `l CA _ gY --lfJt.._'-1 CH'K. JOB NO. n CUSTOMER CooM la`t-r F101y+u+ PROJECT r'^-,?'& L•a -rd~ SUBJECT~-.7SCt Q ~ . W 12 L9C@.7r~fG~ A~ oF ~ ~ fl ~ . : ~ 3.I i . ~ ~.'TT<+-G..FE~ ."r0 r~ , l~.IvLL ! 1~DRTF--3 ~~.E\~ATlO►~I RAPLEY ENGIlVEERIIVG SERVICES, INC. ENGINEERINO DESIGN PAGE -1 -S - GICD0'2A -OO DATE ~.2,(~ • (,p 8y JaL-~ CH'K. - JOB NO. CUSTOMER (280T"`l ' . PROJECT / ~ SUBJECT:s24 I , . I . , , . . ; . ~ S1x0) rli LL I ~ r~ A ~ ~ , . , _ Lu I I '~-rvr~l ~~cr~41~ i I1-,t/"r+?.?S'Ilxc3--~ ~ 'I 40 1~" ~ ~ ~ t1 ~ ~ g1'gjJCJ'I1RAL STEEL NOTES 1. All s[eel shall be daigae& fabricated and erected in accordance wich the ]aten codcs and specificatiops the p,merican InsfiNte of Steel Consauction (AISC), ninth editioa u°less noud o[heiwise. 2. All suucn¢sl s[eel shapes, plates and bazs shaU conform to ASTM A36, unless notcd othetwise. Subsuwlioas aC spccified membu sizes or, changa in derails or dimensions of any kind shx11 noL bc pormitted without p*ior wristca approvals~ ~ AS,IM ~U7 bolu (ilueads maY be included in 4. Conaadons sLall be bearing typa usinB [he shear plaae) with one ASTM F844 washer and onc AS'1'M ?.563 Grade B nut, unless noDed otltawise• Weldin Code - Steo1"• 5. All wclding sha11 be done in accordance with AWS Dl.l "StcucUUal B 6. At] welders shall be ceaified per AWS Dl.l raluirem°nts. 7, Wcld cixtrodes sLall beE70XX Coafoiming to AWS A5.1 or A5.5. 8. Aynimum weld size sha11 bc in accordsna with Sxdon J2.2 (A1SC) unless othecwise shown on the aesign drawings. y. All Steel surfacas shall be shop Painted cxccpt at ficld weid conncctions. 10. All surFaces of sWClural and miseellancous stecl shal] be painted in accArdance with client specifications. TOTAL PQGE.04 H J x 25'_ ~ j ~ 2" O'-O° WATER LINE EASEMENT i (REF.) VAILEY WATER DISTRICT f N R'R + ~TK~R i N~ gD , MILLER STREET RADO A A2' e LOGO ~ + TALAIAR INDUSTRIAL ,3a', E,,,~ PARK i qA' S•'' } I t N,,,i f ' OIL STORAGE AND ~ t i TT ~ ' CONTAINMENT t X i I I i t x t : r sp° k vi t ELECTRICAL X M t I I I i i i 'SWITCH STATION I ' x L.P. STORAGE x ~ " ~ I -MAN HOLE ~ ~ ~ ~ ' - i W t _ _ ~ ! I ' ~ ~ ~x ~t I i /i ~ ~ x x x 0 tl1 x bt I I i ~ x-x ~ t ~ { FIRE PAD t ~ ,r ' , ~ STORAGE AREA x t ~ f X % X ~ , I III I t 10'-0" x x - - PUDIIC SERVICE EASEMENT t CONSTRUCTION I ~ E 302.33' I ~ ~ f t N 89'4513" , ' ~ .F i -1 .i t Il I, I I I, t i ~ ( 1, I ~ N ~ ~ , ~ i FUTURE BUILDING I I ' ~ ~ i t ~ i t i i i I ~ n , r 0~1 ~ N W , 1 ' j I 1 ~ ~ ~t ( ~ I I ~ t0 I ~ i i i t l i' ~ I I tl' j ! 1 i dfILLER S~',~EET ~ ~ I i I M E E 1 WAREHOUSE l M A E0 ~ i ' I Wi i.i i I Sw~t~ DIT ~ i I I ~ ~FMfN1' Cy 10.,x, . i i I t I II of ~t I of i .1 0 , ~ t 3 ~ i ~ ~ COORS CLASS PLANT I ~ I - I ( ( I I I ~ ~ f bt I - - t F ~ WATER LINE EASEMENT ~ I 1 i VALLEY WATER DISTRICT ~ ,I ~ o f f I ~ I I E ~ I I I _ II i~ NG3~ ~b ~l~ ~L~~ ~ ~ ~ ~ ~ t i s 1~ ~ ' iv f W ~ / ~ I I I 1 i t ~ °o N ~W o / l r I I / tp 1 { ~ li t ~ t v t - SEE PLAN -LOADING ~•r cooRS ~ HULLOING ~ ~ ~ ~ DOCK, THIS SHEET t ~ t t ~ ' 26 I ~ r~l ~ _ I ! { t t f - ~ . _ t co i a r ' ! ~~n~- i ~ ~wn~ s~, O',~dG 29 r ' ~ - - ~ i r - o I i - ~ o - - ~ ~ i t MENT ....---°°y = ~y PU~,IC SEi~CE EASEMENT t W t PUBLIC SERVICE EASE _ _ _ _ _ _ _ t = -~i ~ COORS - - _ _ X ; t J~ BUILDING 1 t~ I _ t 28 ~ t a ' = ~ ~ GULLET RECYCLING W I i GENTER N I t 10 -O IRRIGATION I i ~ ~ _ EASEMENT t ~ o r .J x t o I i `j ~ t j , I I t ~ m i t ~ WADSWORTH DITCH I I ' ~ I _ ~ ! (COVERED] i ~ _ - =X f I - ~ i N t I tQ i~ 1 f~ I x ~ , ~ t ZIP t~ L_. t ~ t IWA i ZW' r I,i~ ~ I 1 j o ~ ~..fir.~ j r I i to ~Irl - t ~ POND ~ i POND t t N t U W U t m l I t ~ i ~ a ~ i I t ~ ~ 1- 1 z x V W i 1 t w t , t ~ m - ° - ' FENCE LINE, ~ f TYP. I i ~ II 1 1 x I, t t t E S 83'43' } 9° W 619.32` x X x x x WEST 50TH AVENUE I _ u.~,-. ~ ~r.~~ . 1, P ~ TE ~.AN I , 1 scALE. ~"=goo'-o" S^ - - _ i , i ENGINEERING R~vEEw REFERENCE DRAWENGS f nlsrlpllNF RFVIFWFfT f}ATF ' _ nrnnnrn7rn~ i NU. ur-3uKlr 1 lull UUUn nr-ATV IIN Ix k-,ki1Yli-ti1V 1 3111 HIVU IVCYY LVHUIIVV UvVI~.~ PROCESS GOLDEN, COLORADO MECHANICAL a o . I PIPING RAPLEY ENGINEERING SERVICES, INC. CLIENT No.: CLIENT APPR.: APPR. DATE: in ELECTRICAL • Engineering Design RESI No.: 96024 SCALE: AS NOTED CREATION DATE: 01/22/96 I & C 9000 E. Nichols Avenue DRAWN BY: D. PONICSAN DWG. No.: SHELOF . aj CIVIL/STRUCTURAL [FJESI Ph: (303} 792-2211 Suite 250 Fax: (303) 792-2212 Englewood, CO 80112 60 2 4 C C O 1 0 O \ 0 LREV. DESCRIPTION DATE BY CHK'D ENG DISC PRJ PROJECT ~tr,7 OF PLANNING AND DEVELOPMENT Building Permit Number r~~ INSPECTION DNISION - 235-2855 Date CiTY OF WHEAT RIDGE 7500 WEST 29TH AVENUE tiIYHEAT RIDGE, CO 80215 ~qSO propsrly Owner propetty Address t,mdrAotonLicense No. Company inces proposed by this permit application are accurate, ices, rules or regulations of the City of Wheat Ridge or ; of rewrd; that all measurements shown, and allegations and agree to abide by all conditions printed on this sponsibility for compliance with the Wheat Ridge Building Ia~NheaLRidne ordinances, for work under this pertnd. Construction Value : Permit Fee : Plan Review Fee : Use Tax : $30,000.00 $284.50 $0.00 $450.00 $734.50 Total LOADING MODIFICATION BUILDING DEPARTMENT USE ONLY SM 217196 PID 1 ~ ~'qnC~ode of Wh a Ridge rCOloi adosor any othe~applacable ordi ances ofbUC ~he laws of the State of Colorado and to the Zoning lxpit! 8(A) Me work authonzed is not wmmenced wdhin socty (60) tlays trom issue tlate or (B) the building authorized is suspended or ~y aizod s. rovided the ~ ~jp~dfi~cetloens d any sus~peosion or ahantlonme t has n t exceetled onle (1) yea ~r. , pf changes are made ori subspe sioniloabamade ndonme t " pqy (fj yNF„NII fees shall be peid fw a new permit. ~fFp1~f ~INnINr aha110e done Nat will change the naNral flow of water causing a tlrainage problem. f1y~p npWy.the 8uildhg Ins or twenry-four (24) hours in advance for all inspections antl shall receive written approval on inspeclion card before pheses t~ep' b. pe~ffia app%val W Arewings and specificaGons shall not 6e consimed to be a peimit for, nor an approval of, any violation of the pmvisions soram/othero inen law,mleorregulation. Uikpirig lnspector THIS PERMIT V~A~LLD O 34 5933 24 HOURS I R TOHNSPECTION G INSPECTOR ' 2588 2/6/96 COORS BREWING COMPANY 10619 50TH AV 18714 Quinlan Construction, Inc. Phone : 425-7863 Phone: 442 0202 1'bR SIGNATURE OF UNDERSTANDING AND AGREEMENT DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 i/zs/96 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PrOpeRy Owner: Coors Brewing Company PrOperty Addre55: 10619 West SOth Avenue Phone : 425-7863 Contractor License No. : 18714 Company: Quinlan Construction Inc. Phone:442-0202 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate. and do not violate applicable ordinances. rules or regulations of the Ciry of Wheat Ridge or wvenants, easements or restnetions of rewrtl; that all measurements shown. and allegaBOns made are accurete; that I hava reatl and agree to abide Ey all conditions printed on this application, and that I assume full responsibtlrty for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W"at Ridge oStlmances, for work untler this permrt. (OWNER)(CONTRACTOR) Description ~ Approval : tjt~ Zoning : ~ I p ~ Approval: ~O1NIt~W n Approval : Occupancy : Walls 1 / n Construction Value : $30, 000 Permit Fee : Use Tax: Total : DEPARTMENT USE ONLY Roof : Stories : Residential Units : Electncal License No : N/A Plumbing License No N/A Mechanical License No : N/A Company . Expiration Date : Approval : _j Plans,Requtred j Company: Expiration Date : Approval : _3, Plans Required .f Company : Expiration Date : Approval : P*ns;f.t~qui (1) This permrt was issuea in accorEance with the prov¢ions set forth in yopur aopIicallon antl is subjttt to lhe laws of the State of Coloratlo and to the Zoning Regulations and Builtling Cotle of Wheat Rid9e, Coloraao or any other appucable ordinances ol the City. (2) This PEfmlt Shall explfe it !A) the wollt aulhOnz2tl IS noi CAmmenCRtl wltllin 51xry (60) tlays hom issue tlate of (B) the butltling authonzetl is Su5Q8ntl0d Or ab2nGOneO for 2 p2natl Of 120 days. (3) If this permrt expires. a new ceRnit may be acquired for a fee of one-half the amount normauy requireQ proviEetl no changes have been or wtll De matle in the original plans and speafi('ations and any suspension or abantlonment has not ezceetle0 one (1) year. If changes are matle or d suspension or a6anEOnment ezcee0s one (1) year. fuu fee5 snall be paid fOr a new perm2 (a) p7ed rk of any manner snall Oe tlone tnat wili Uange tne natural flow of water causing a arama9e problem. (5) CIDf Shall notAy tM1e Builtlin9 InSpECIOf tWenty-fouf (24) h0Ur5 in atlvance fof all inSpeCUOnS and Shall recerve wntten apDroval on inspec~on caftl before ung th s ucCessrve phases of the joo(6) uan of a permn or tn appro)ijill tlrawmgs and specifcations shaii not oe construea to be a permit fornor an apDrovai ofany vioiation of the provisions huiltli cotles or any otn or e. law. mle or regulation. ~ / Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION OFFICE OF COUNTY ASSESSOR 100 JEFFERSON COUNTY PARKWAY GOLDEN, CO 80419-2500 January 10, 1996 City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80215 Attn: Glen Ridley Director of Planning and Development Re: Blueprints and technical specs-Coors Facilities Dear Mr. Ridley: JUDY PETTIT Assessor Per our conversation of Wednesday morning, January 10, I am submitting this formal request for the release of all blueprints and associated technical specifications related to the Coor's Brewing Company's facilities which are located within your jurisdiction. This is necessary in order that the County Assessor's Office may duplicate portions of these documents for independent review pending submittal as evidence in a pending District Court case. We realize that due to the age and ongoing modification of some of these buildings it may be difficult, if not impossible, to obtain all of the historical documentation for each building. It is our intention to use this information to generate a"cost to construct new-less depreciation" for each building. Therefore, what-ever basic structural information you can supply, plus any remodeling or modification documentation, will be extremely useful and greatly appreciated. Specifically, the buildings within your jurisdiction which we are interested in include: 1. The glass plant and associated structures located at 10619 W. 50th Avenue. 2. The warehouse facility located at 5111 Miller St. Phone: (303) 271-8667 Fax: (303) 271-8616 The duplication of this documentation will be done internally, at the County Administration building, rather than using outside sources. We can assure you that this will be accomplished as quickly as possible, in order that these documents may be returned to you with a minimum of delay. Again, your cooperation in this matter is greatly appreciated. Sincerely, Tom McElhinne/ Commercial Appraiser TM:gc Thomas V. Adams Deputy Assessor ~ TAX INCENTIVE AGREEMENT THIS AGREEMENT, dated this _1':~ day of June, 1995, is entered into between the City of Wheat Ridge, Colorado, a Colorado home rule city and municipal corporation (the "City") and Coors Brewing Company, a Colorado corporation ("Coors"), and is made pursuant to sections 31-15-903 and 39-30-107.5 of the Colorado Revised Statutes. A. Coors owns and operates a bottle manufacturing plant (the "Plant") located within the City and within the Jefferson County Enterprise Zone. B. Coors employs more than 300 individuals at the Plant and currently operates the Plant at full capacity. C. Technology has advanced and competition has increased within the bottle manufacturing and transportation industries over the past several years. To maintain the competitive advantage of the Plant and its existing employment base, Coors wishes to modemize the Plant by increasing the furnace capacity, upgrading the existing bottle manufacturing equipment, and installing updated machinery and equipment at the Plant. D. The modernization project will be accomplished through a parcnership, Rocky Mountain Bottle Company, a Colorado general partnership (the "Partnership"), an entity formed by and between Coors and Anchor Glass Container Corporation ("Anchor"). Coors will lease the existing land and buildings to the Partnership and will contribute the existing bottle manufacturing equipment to the Partnership. Anchor will contribute the capital required by the Partnership to complete the modernization project. E. Based on current estimates, the modernization project will cost in excess of $50 million and will occur in three independent phases, one phase in each of 1995, 1996, and 1997. During each phase of the modernization project, the Partnership will upgrade the existing equipment, acquire new machinery and equipment, and contract separately for the installation of the new machinery and equipment. F. Sections 31-15-903 and 39-30-107.5 ofthe Colorado Revised Statutes permit the City to negotiate and provide sales, use, and properiy tax incentives to businesses that expand facilities located within the City and within an enterprise zone. G. The City and Coors wish to enter into an agreement, pursuant to sections 31-15- 903 and 39-30-107.5 of the Colorado Revised Statutes, through which the City will provide incentives to encourage the modemization of the Plant The Partnership will not commence operations until approximately June 30, 1995, and does not have the capacity to enter into an agreement prior to commencement. Therefore, the City and Coors wish to enter into this Agreement on the understanding that upon the commencement of the Partnership, Coors will assign all of its rights and obligations under this Agreement to the Partnership and the av9aa7i0 Partnership will be substituted in Coors' place for all purposes under this Agreement, as if the Partnership had been the original signatory to this Agreement with the City. H. The execution, delivery, and performance of this Agreement are specifically authorized by Wheat Ridge City Council Resolution No. 1462, dated February 27, 1995. TFRT,rC ArJD ('ONDITIONS NOW THEREFORE in consideration of the mutual promises contained in this Agreement, the parties agree as follows: ARTICLE ONE - DEFINITIONS Section 1.01 As used through this Agreement, the term "Plant" means the bottle manufacturing plant located at 10619 West SOth Avenue, Wheat Ridge, Colorado 80033, extending to approximately 27 acres, and containing approximately 385,000 square feet of industrial buildings. Section 1.02 As used throughout this Agreement, the term "Facility" means the Plant, including the land on which the Plant is located, and all machinery, equipment, and other reai and tangible personal property located at or within the Plant and used by Taxpayer in connection with the operation of the Plant. Section 1.03 As used throughout this Agreement, the term "Property Tax Incentive Period" means, individuaily, the property tax year that covers 1996 property taxes payable in 1997 and each successive property tax year through such year that covers 2005 property taxes payable~ in 2006. It is the intent of the parties that each property tax year be considered a sepazate Property Tax Incentive Period. Section 1.04 As used throughout this Agreement, the term "Qualified Equipment and Machinery" means equipment, machinery, machine tools, and supplies used in Taxpayer's business conducted at the Facility. Section 1.05 As used throughout this Agreement, the term "Qualified Property" means real or personal property constructed, installed, or otherwise added to the Facility after the date of this Agreement. Section 1.06 As used throughout this Agreement, the term "Retum" means any sales and use tax retum filed by Taxpayer in accordance with sections 22-56 and 22-66 of the Wheat Ridge City Code. Section 1.07 As used throughout this Agteement, the term "Sales and Use Tax Incentive Period" means the period beginning July l, 1995, and ending June 30, 1998. N79047/v6 Section 1.08 As used throughout this Agreement, the term "Taacpayer" means: (a) Prior to the assigunent by Coors of its rights and obligations under this Agreement to the Partnership pursuant to Article Seven, all references to "Taxpayer" shall be to Coors. (b) Upon assignment by Coors of its rights and obligations under this Agreement to the Partnership pursuant to Article Seven, all references to "Taxpayer" shall be to the Partnership, as if the Partnership had been the original signatory to this Agreement with the City. ARTICLE TWO - SALES AND USE TAX REFUND OR CREDIT Section 2.01 (a) Taxpayer shall file monthly Retums with respect to its operations at the Facility and, subject to the terms of this Agreement, shall pay all sales and use taxes in accordance with sections 22-56 and 22-66 of the Wheat Ridge City Code. (b) With respect to each monthly Retum covering any portion of the Sales and Use Tax Incentive Period, Taxpayer shall be entitled to withhold an amount equal to 50 percent of the sales and use taxes levied by the City and shown on the Return as attsibutable to the purchase or use of Qualified Equipment and Machinery. If Taxpayer purchases Qualified Equipment and Machinery during the Sales and Use Tax Incentive Period and, at the time of the sale, Taxpayer pays the full amount of sales tax levied by the City upon such purchase (the "sales taac amount"), Taxpayer shall be entitled to offset 50 percent of the sales tax amount against any balance due on its Return for the month in which the Qualified Equipment and Machinery was purchased and shall treat the amount of the offset as an amount withheld pursuant to the preceding sentence. To the extent that the amount of any offset exceeds the balance due with respect to the Return for the month in which the Qualified Equipment and Machinery was purchased, the excess may be carried forward from month to month and applied against any balance due on subsequent Returns until the offset is fully utilized. (c) For purposes of its internal accounting, Taxpayer shall account sepazately for all amounts withheld pursuant to this Section 2.01. Section 2.02 (a) At the time that Taxpayer files its Retums covering August 1996, August 1997, and August 1998, Taxpayer shall provide the following information to the City: (i) the total dollar amount of Qualified Equipment and Machinery purchased during the ten (10) preceding calendar months, (ii) the total amount of sales and use taxes levied by the City and paid by Taxpayer on Qualified Equipment and Machinery purchased or used during the ten (10) preceding calendar months, (iii) the total amount withheld by Taxpayer pursuant to Section 2.01 during the ten (10) preceding calendar months, and (iv) the sum of all prior sales and use tax refunds paid or credits allowed pursuant to this Agreement. (b) On or before October 20 in each of 1996, 1997, and 1998, the City shall notify Taxpayer whether the sales and use incentive amount available under this Agreement will be provided in the form of a refund or a credit for the period beginning November 1 of the k79047/v6 preceding calendar yeaz and ending on October 31 of the applicable calendaz year (the "applicable 12-month period"). Section 2.03 For the period beginning on July 1, 1995, and ending on October 31, 1995: (a) Taxpayer shall, at the time it files its Return covering October 1995, file a notice of entitlement to sales and use tax incentive credit, which notice shall set forth: (i) the total dollar amount of Qualified Equipment and Machinery purchased during the preceding five-month period, (ii) the total amount of sales and use taxes levied by the City and paid by Taxpayer on Qualified Equipment and Machinery purchased or used during the preceding five- month period, and (iii) the total amount withheld by Taxpayer pursuant to Section 2.01 during the preceding five-month period. (b) Taacpayer shall be entitled to treat the entire amount withheld during the preceding 5-month period, as shown in the notice filed pursuant to paragraph 2.03(a), as a credit against sales and use taxes levied by the City pursuant to sections 22-56 and 22-66 of the Wheat Ridge City Code. To the extent that 50 percent of the amount of sales and use taxes levied by the City with respect to Qualified Equipment and Machinery purchased or used by Taxpayer during the preceding five-month period exceeds the amount withheld by Taxpayer during the preceding five-month period, as shown in the notice filed pursuant to paragraph 2.03(a), Taxpayer shail be entitled to an additionai sales and use tax credit equal to the amount of the excess, which credit may be offset against any balance due on its Return for October 1995. To the extent that the amount of the additional credit exceeds the balance due with respect to the October 1995 Return, the excess may be carried forward from month to month and applied against any balance due on subsequent Returns until the additional credit is fully utilized. Section 2.04 For each applicable 12-month period for which the City effectively notifies Taxpayer that the sales and use incentive amount available under this Agreement will be provided in the form of a refund: (a) Taxpayer shall, at the time it files its Return covering October of that year, pay to the City an amount equal to the sum of all amounts withheld pursuant to Section 2.01 during the twelve (12) preceding calendaz months, in addition to any balance due on its October Retum. At the time it files its Return covering October of that year, Taxpayer shall also file a claim for sales and use tax incentive refund, which claim shall set forth: (i) the total dollar amount of Qualified Equipment and Machinery purchased during the applicable 12- month period, (ii) the total amount of sales and use taxes levied by the City and paid by Taxpayer on Qualified Equipment and Machinery purchased or used during the applicable 12- month period, including any amount paid pursuant to the preceding sentence, and (iii) the sum of all prior sales and use taac refunds paid or credits allowed pursuant to this Agreement. (b) Within thirty (30) days after receipt of each claim for refund filed in accordance with paragraph 2.04(a), the City shall refund to Taxpayer 50 percent of the amount of sales and use taxes levied by the City and paid by Taxpayer with respect to Qualified Equipment and Machinery purchased or used during the applicable 12-month period, including A79047/v6 amounts paid pursuant to pazagraph 2.04(a). Each sales and use tax incentive refund shall be made pursuant to the authority granted in section 39-30-107.5(2) of the Colorado Revised Statutes. Section 2.05 For each period for which the City does not effectively notify Taacpayer that the sales and use incentive amount available under this Agreement will be provided in the form of a refund: (a) Taxpayer shall, at the time it files its Return covering October of that year, file a notice of entitlement to sales and use tax incentive credit, which notice shall set forth: (i) the total dollar amount of Qualified Equipment and Machinery purchased during the applicable 12-month period, (ii) the total amount of sales and use taxes levied by the City and paid by Taacpayer on Qualified Equipment and Machinery purchased or used duting the applicable 12-month period, including any amount paid pursuant to pazagraph 2.04(a), (iii) the total amount withheld by Taxpayer pursuant to Section 2.01 during the applicable 12-month period, and (iv) the sum of all prior sales and use tax refunds paid or credits allowed pursuant to this Agreement. (b) Taxpayer shall be entitled to treat the entire amount withheld during the applicable 12-month period, as shown in the notice filed pursuant to pazagraph 2.05(a), as a credit against sales and use taxes levied by the City pursuant to sections 22-56 and 22-66 of the Wheat Ridge City Code. To the extent that 50 percent of the amount of sales and use taxes levied by the City with respect to Qualified Equipment and Machinery purchased or used by Taacpayer during the applicable 12-month period exceeds the amount withheld by Taxpayer during the applicable 12-month period, as shown in the notice filed pursuant to pazagraph 2.05(a), Taxpayer shall be entitled to an additional sales and use taac credit equal to the amount of the excess, which credit may be offset against any balance due on its Return for October of that calendar year. To the extent that the amount of the additional credit exceeds the balance due with respect to the October Return, the excess may be carried forward from month to month and applied against any balance due on subsequent Returns until the additional credit is fully utilized. Section 2.06 The total amount of sales and use tax refunds paid and credits ailowed pursuant to this Agreement shall not exceed $425,000 without further authorization from the Wheat Ridge City Council. ARTICLE THREE - PROPERTY TAX INCENTIVE PAYMENTS Section 3A1 (a) For each Property Tax Incentive Period, the City shall refund to Taxpayer an amount equal to 50 percent of the property taxes levied by the City and paid by Taxpayer for that period on Qualified Property (the "property tax incentive payment"). (b) For the maximum period set forth in section 31-15-903 (currently four years for each of the three phases of the modernization project), each property tax incentive payment made pursuant to paragraph 3.01(a) shall be comprised of the following two components: p79047/v6 (1) A portion of the property tax incentive payment shall be denominated the "general incentive portion and shall be paid pursuant to the authority granted in section 31-15-903(2) of the Colorado Revised Statutes. The amount of the general incentive portion of any property taac incentive payment for any Property Tax Incentive Period shall be equal to the maximum amount of the payment allowed for that period under section 31-15- 903(2), but in no event shall the amount of the general incentive portion exceed the total amount of the property tax incentive payment provided for in pazagraph 3A1(a). (2) The amount, if any, by which the property tax incentive payment required by pazagraph 3.01(a) for a given Property Tax Incentive Period exceeds the general incentive portion set forth in subpazagraph 3.01(b)(1) shall be denominated the "enterprise zone incentive portion" and shall be paid pwsuant to the authority granted in section 39-30- 107.5(1) of the Colorado Revised Statutes. (c) Following the maximum peciod allowed under section 31-15-903 of the Colorado Revised Statutes for the payment of property tax incentive payments with respect to each phase of the modernization project, each property tax incentive payment made pursuant to paragraph 3.01(a) shall be paid pursuant to the authority granted in section 39-30-107.5(1). Section 3.02 (a) On or before Mazch 1 following each Property Tax Incentive Period, Taxpayer shall file with the City a schedule setting forth: (i) the total assessed value for that Property Taac Incentive Period of all Qualified Property, (ii) the total amount of property taxes levied by the City on Qualified Property for that period, and (iii) the sum of all prior property tax incentive payments made under this Agreement. (b) Within thirty (30) days after paying the final installment of any property taxes owed by Taxpayer for each Property Tax Incentive Period, Taxpayer shall file with the City a claim for property tax incentive payment, which claim shall set forth: (i) the total assessed value for that Property Tax Incentive Period of all Qualified Property, (ii) the total amount of property taxes levied by the City and paid by Taxpayer on Qualified Property for that period, and (iii) the sum of all prior property tax incentive payments made under this Agreement. Section 3.03 Within thirty (30) days after receipt of each claim for refund filed in accordance with paragraph 3.02(b), the City shall refund to Taxpayer 50 percent of the amount of property taxes levied by the City and paid by Taxpayer on Qualified Property for the Property Tax Incentive Period. Section 3.04 The total amount of property tax incentive payments made under this Agreement shall not exceed $175,000 without further authorization from the Wheat Ridge City Council. ARTICLE FOUR - REPRESENTATIONS BY TAXPAYER Section 4.01 Taxpayer represents and warrants that the Facility is located within the City and within the Jefferson County Enterprise Zone. q79047/v6 Section 4.02 Taxpayer represents and warrants that the Facility is a"facility" as that term is defined in section 39-22-508.2(2)(a) of the Colorado Revised Statutes. In addition, Taxpayer represents and warrants that each phase of the modemization project will result in an expansion of the Facility, and that each such expansion will be treated as a sepazate facility that constitutes a „new business facility" as that term is defined in section 39-22-508.2(3), but excluding the requirements of paragraph (b) of section 39-22-508.2(3). Section 4.03 Taxpayer represents and warrants that as a result of each phase of the expansion project it will qualify for the credit provided by section 39-30-105 of the Colorado Revised Statutes. ARTICLE FNE - REPRESENTATIONS BY THE CITY Section 5.01 The City represents and warrants that it has informed Jefferson County and Jefferson County School District No. R-1 of the negotiation of this Agreement. Section 5.02 The City represents and wanants that it has full power and authority to enter into and perform all obligations under this Agreement, including the authority granted by sections 31-15-903 and 39-30-107.5 of the Colorado Revised Statutes. ARTICLE SIX - COMPLIANCE WITH AMENDMENT ONE It is the intent of the parties to comply with the requirements of Article Y. section 20 of the Colorado Constitution. The parties reasonably believe that the provisions of this Agreement are in compliance with the Colorado Constitution, and that this Agreement is not subject to annual qualification or reauthorization of any kind. To the extent that annual appropriation of the obligations of the City created by this Agreement is required by Article X, section 20 of the Colorado Constitution or to the extent that this Agreement is determined to be unenforceable for all or any portion of its term, the parties covenant and agree to take all actions reasonably necessary to fulfill the purpose of this Agreement, including the negotiation of similar agreements. ARTICLE SEVEN - ASSIGNMENT Upon the commencement of the Partnership, Coors shall assign all of its rights and obligations under this Agreement to the Partnership and the Partnership shall be substituted in Coors' place for all purposes under this Agreement and shall succeed to all of Coors' rights and obligations under this Agreement. The City agrees that the assignment and substitution oFthe Partnership in place of Coors shall relate back to the original effective date of this Agreement, as if the Partnership had been the original signatory to this Agreement with the City. Coors and the Partnership shall promptly notify the City following the assignment contemplated by this Article Seven. a7voa7ive ARTICLE EIGHT - MISCELLANEOUS Section 8.01 This Agreement constitutes the entire agreement between the parties and supersedes all prior agreements and understandings, both oral and written, between the parties with respect to the subject matter of this Agreement. This Agreement may not be amended, waived, or terminated other than by written agreement, signed by each party. Section 8.02 Except as otherwise provided in Article Seven, this Agreement is not assignable by either party without the prior written consent of the other party. Section 8.03 This Ageement is subject to and shall be interpreted in accordance with the laws of the State of Colorado and the City, including all applicable rules and regulations of the Colorado Deparhnent of Revenue and the Ciry. Exclusive venue and jurisdiction over any dispute arising under this Agreement shall be in the District Court of Colorado in and for the County of Jefferson. Section 8.04 All notices relating to this Agreement shall be effective when sent via certified mail or overnight delivery to the following addresses, or to such other addresses as the parties may from time to time designate in writing to the other party in accordance with this Section 8.04: If to the City, to-- Office of Economic Development City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80215 with a copy to-- City Attorney City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80215 If to Coors, to-- Michele Hoovler Coors Brewing Company Mail #BC490 Golden, Colorado 80401 a79oa7roe with a copy to-- Chazles A. Ramunno Chazles B. Bruce, Jr. Holme Roberts & Owen I,LC 1700 Lincoln, Suite 4100 Denver, Colorado 80203 Section 8.05 This Agreement may be executed in one or more counterparts, each of which when executed shall be an original and all of which together shall constitute one Agreement. Section 8.06 This Agreement shall be binding upon the parties, and subject to the provisions of Section 8.02 and in accordance with Article Seven, this Agreement shall inure to the benefit of and be binding upon the respective successors and assigns of the parties. Section 8.07 Article titles and headings used throughout this Agreement aze for guidance only and shall not be given effect in the interpretation of this Agreement. IN WIINESS WHEREOF the parties execute this Tax Incentive Agreement to be effective as of the first date set forth above. CITY OF WHEAT RIDGE, COLORADO, a Colorado home rule city and municipal corporation X.2~C.v B ATTESZ. ~ ~~Dan Wilde, Mayor Wanda Sang, City Clerk Approved as to form: Gerald . Dahi, City Attorney COORS BREWING COMPANY, a Colorado corporation sY: V, Title: 1 C~- =79049/v6 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1680 BUILDING INSPECTION DIVISION - 235-2855 . CITY OF WHEAT RIDGE Date :8/18/95 7500 WEST 28TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner: COORS BREIMNG COMPANY Property Address : 10619 50TH AV Phone : 425-7862 Contractor License No. : 18459 Company : Keal Corporation Phone : 367 0438 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $733,000.00 I hereby certiTy that the setbadc distances proposed by this permd applicetion are accurete, pgrmjj Fee; $5,619.00 and do not violate applwreble oMinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictiona of record; that ali measurements s n, and allegations plan Review Fee : $0.00 made are accurete; that I hava road aLagree bide by all canditi rinted on this application, and that I assume full resco Ile wkh eat Ridge Building USe T8X : $10,995.00 Code (U.B.C.) and all other applicable a ork undar this pe tt. (OWNER)(CONTRACTOR) SIGNED DATE ff 705TOt81 : $16,614.00 Description : UPGRADE OF ELECTRIC SERVICE BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ n 0 (1) This permit was lasued in accordance with tM Provisione eet foM In yopur appliptlon and is auqect M the laws of tha Stete of ColoreAO and to the 2oninp Repulatlona erM BWIdin9 Code of Wheat Ritlpe, Cobredo or eiry oMer applieabb oNinancea M the Ctty. (2) This partnk shaH expire B(A) the work authonzetl is not cortane~etl wAthln aixty (80) days from issue dak or (B) ihe buiWlrig authorized is suapended or abandwntl for a penatl of 120 days. o k expires, a newpennd may be acquired for a fee of one-half Me anwuM noimely required, provide0 m cherqes have been w will be matle in Ma (3) If thla perm nglnal plens aeW apeeiMCedona siM arry suspanaion or ebaMOnrtrent has rrot exceeded one (1) year. tt chairyoe ere made or if wspension or abandonment exceada ona (1) year, Nli Tees s~ell ba peitl for a newpe~m it. (4) InW afry mannertlfro r shall the Bldinp Iniinp wlth sueeWe aeea (e) auen~of pym N a appions bulltl(r16 tod~ a am/ otlw oNN~, law, rule or roguletlon. Iding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : 8-18-95 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : RaeKV/'1aaNri+iN 6oTr4c eo, .,6. 86033 Phone : y.25- 78bz Property Address : l0619 kiEsT 50r`tfAuE Jc(m-arRiwrc Contractor License No. : J'~ U_iL Company : L ~ ( Phone : 3&7-(~ y 3S% . E.'.c.~1 B~"C T ~ Oi✓ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposetl by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recortl: that all measurements shown. and allegations made are accurete; that I have read and a ee ro abide by all conditions nted on this application, antl that I assume full respo i iliry for c ance,With th heat Ridge Building Code (U.B.C.) and all other appliwble V~e~t Ridge anc~for rk under this pepnit.~ (OWNER)(CONTRACTOR) Description t Approval: Occupancy : Walls ConstructionValue.0733/000• Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Roof : Stories Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Expiration Date : Approval: j .:P~',nsn.,F~auica~# Company : Expiration Date : Approval : j Pl"s RNqui~ed Company : Expiration Date : Approval: (1) This permrt was issued in acwr0ance with the provisions set forth in yopur application antl is subject to the laws of the State of Coloredo and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Coloratlo or any other appliwble ordinances of the City (2) This permit shall expire if (A) the work authonietl is not wmmenced within sizry (60) days from issue date or (B) the building au[honzed is suSpenAed or abantloned for a periotl of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provltled no changes have been or will be matle in the original plans antl specifications antl any suspension or abanEOnment has not exceetletl one p) year. If changes are made or if suspension or abanCOnment exceetls one (1) year, full (ees shali be paiC for a new permit. (4) Nb work of any manner shall be tlone thal will change the natural Oow of water causing a tlrainage pmblem. (5) Contractor shall notiy the Building Inspeclor lwenry-four (24) hours in atlvance for all inspeMions anA shall receive writlen approval on inspection carE bePore proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings antl speci(cations shall not be wnsimetl to be a permi[ for, nor an approval of, any violation of the provisions of the Duiltling cotles or any other ortlinance. law, rule or regulatiort . Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - 1032 MOOREHEADw LEC ~TRAC COMPANY 20-5/740 1702 MARION, IN 46952 ~ /p '9 01 O 1~2. r--__ t0 THE RDE OF ~O ✓L~DOLLARS ~ NBD Bank, N.A. Indiana Central Region Marion, Indiana 46952 .0- ~ r eB 34 a ~ I ~M~c..,__~/~~.s_--# '~J • C~1L~- ~ -0R ~i■OOL032~~' ~:074000052~: L2500L239958 ■ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-854 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :4/28/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : COORS BREWING COMPANY Property Address: 10619 50TH AV Phone: 425-7841 Contractor License No. : 18224 Company : Robinson Mechanical Company phone : 443-2505 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnted on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat fiidge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $55,000.00 Permit Fee : $437.00 Use Tax : $$25.00 Total: $1,262.00 Description : REPLACE 3 ROOFTOP UNITS ON BUILDING AND WT SYSTEM WITH DUCTWORK, GRILLES, DIFFUSERS Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ (1) This permit was issued in accordance with the provisions set forth in yopur application and is sub'ect to the laws of ihe Slate of Coloratlo and to the Zoning Regula6ons antl 8uildin8 Code ot VJheat Ridge, Colorado or any other applicable ordinances of e City. (2) This pertnit shall eupire if (A) the work authorized is not commencetl within sinty (80) tlays from issue date or (B) the building authorized is suspended or abandoned for a penotl of 720 days. (3) It this pertnit mpires, a new permit may be acquired for a fee of one-half the amount normally required, pravided no changes have been or will be matle in the original plans antl speafications and any suspension or abantlonment has not exceeded one (i) year. If changes are matle or it suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change ihe na[ural flow of water causing a tlrainaqe problem. (5) Contrector shall notify the Building Inspeclor twenry-four (24) hours in aGVance for all inspections and shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) 7he issfi8nce of a pertnit or the apDroval of drewings and speciflcations shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of th~ b~lding cydes or any other oWinance, law, rule or regula6on. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95- 854 BUILDING INSPECTION DIVISION - 235-2855 Date :4/28/95 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275 Property Owner : COORS BREWING COMPANY Property Address : 10619 50TH AV Phone : 425-7841 Contractor License No. : 18224 Company : Robinson Mechanical Company phone : 443-2505 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, antl do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegahons made are accurate; that I have read and ayree to abide by all wnditions printed on this application, and that I assume full responsibilily for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permd. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $55,000.00 Permit Fee : $437.00 Use Tax : $825.00 Total: $1,262.00 Description : REPLACE 3 ROOFTOP UNITS ON BUILDING AND WT SYSTEM WITH DUCTWORK, GRILLES, nirri icFRc Electrical License No : Plumbing License No : Company : Company: Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is sub~ect to the laws of the State of Coloratlo antl to the Zoning RegulaUons antl Builtlin8 Code o( VJheat Ridge, Coloredo of any other applicable ordinances of ~e City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixry (80) days from issue date or (B) the building authorizetl is suspentled of abandoned for a period of 120 days. (3) IF this permit expires, a new permil may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will 6e matle in e original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceetls one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be Oone that will change the natural flow of water causing a drainege problem. (5) Con dor shall notiy Me Building InsDector lwenty-four (24) hours in advance tor all inspections and shall receive written appmval on inspection card before pr diing with successive phases ot the job. (6) Tfie suance of a permit or the approval of drawings antl specifwa6ons shall not be construed to be a pertnit For, nor an approval ot, any violation of [he provisions of e buii ng codes or any other orUinance, law, rule or regulation. ief Building Inspector THIS PERMIT C VALID ALL:~ 345933 24 HOURS P IOR TOHNSPECTION BUILDING INSPECTOR DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: erx)RS L"ct1TAtIJNQ nd'). Property Address : ICy ( Li (,)&--7 JCyi H Phone Z~ -r7e4.1 Contractor License No. : Company : } ~oC~ta;c~ ~Iec~N ~aL 00 Phone: ~T~I'3 "GSGJ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbaek distances proposed by this permit application are acwrete, and do not violate applicable ordinances, mles or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnted on this application, and that I assume full respansibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat ftidge rdinances, for rk under this permit. ~ (OWNER)(CONTR4CTOR)SIGNED yT7' ~LDATE 26'qrJ S. k~• y V Description : Y. ~U~C~CS2 ~-II~'S ON ~vu,lLOitJG {~n10 ~I1J1 ~ Approval : ConstructionValue: Permit Fee : Use Tax : ~,j--Cg-d Total : -11 BUILDING DEPARTMENT USE ONLY WwORK.Got Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Com an ComPan P Y~ Y: *Rfj[? if.FuN PK't1t4OK`Al 0, Expiration Date : Approval: A Expiration Date : Approval : a ?!F~1~'nCred Expiration Date : Approval: s (7) This pertnit was issued in accoMance with the pmvisions set forth in yopur application and is subject to the laws of the Stale of Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ritlge, Coloretlo or any other applicable oNinances of the Ciry. (2) This permit shall expire if (A) the work authonzetl is not commencetl within sixry (60) tlays from issue dale or (B) the builtling authorized is suspentletl or abantloned for a peno0 of 720 days. (3) I( Ihis pertnit expires, a new permit may Oe acquired for a fea of one-half the amount normally required, provitletl no changes have been or will De made in the onginal plans and SpecificaGOns and any suspansion or abandonment has not exceeded one (1) year. If change5 are made or if suspenslon or abantlonment exceeds one (7) year, full fee5 5hall be paid for a new permit. (4) Nn work of manner shall be done lhat will change the na[ural flow of water causing a drainage problem. (5) Contraclor 5 II notiry the Builtling Inspector twenry-four (24) hours in advance for all inspeclions antl shall receive wntten approval on inspecUOn cartl before proceedpfig ith su~} sive phases of the job. (6) The i55~an of a peyJhit or the approval of drawings and specifiwtions shall not be construed lo be a permit for, nor an approval of, any violation of the provisions of Ne~UUil ing cotlefor any other ortlinanceyVaw, rule or regulation. ,6f Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION iT OF PLANNING AND DEVELOPMENT G INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-1777 Date :9/5/95 Property Owner : COORS BREWING COMPANY Property Address : 10619 50TH AV Phone : 425-7711 Contractor License No. : 18471 Company : J. E. Merit Constructors, Inc. Phone : 830 6933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConstructiOn Value : $412,300.00 I hereby certiry that the setbadc distances proposed by this permR appliation are accuroM, PBrRllt F22 : $1,735.00 and do not vrolate applicable ordinences, rules or regulations of Ma City of Wheat Ridge or ll t h d ll ti i N f d th t Pl R l F 00 $0 measuremen s s own, en a ega ons covenants, eesertrenb a reatr Ons o rocor ; a a c an eV ee : ew . made are accurete; that 1 have read and a8ree M abide by all eondkions rinted on this applicaBon, and that I assume fulf rosponsibiliry for compliance ith the vvneat Ridge 8uilding licabb Wheat RW a ordmar ce for wo oder thts pe R B ) and all other a Code (U C Use Tax : $0.00 g L , . . pp . . (OWNER)(CONTRACTOR) SIG ED E TOI'dl : $1,735.00 ~ Description : STRUCTURAL STEEL - ELECT TA C PRECIPATATOR BUILDING DEPARTMENT USE ONLY M v proval Zoning : P~/) Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : m ]~r a 2 (t) Thia pertnN wae laeued in accadance wNh tlie provisbnn aet krth in yopur applin0on erM la euOlect to 1M lawa d the Stale W Colaado aM to the Zoninp RegWetlons arM BWldlnp Code W 1MieetRItlpe Cobrado a arry other applkable ortlinences of the Clty. (2) This permil shall expire If (A1 Yre xroAc euMw~LeC is not commenced wiUdn Sizly (BO) tleys fram Wue tlala w(B) the bulWinp aWtoiized is suspentled ar ebandoned for a periotl d 1 d0 deys. (3) II thla pertnit ezpires, a new perrtNt mey be acquired for a fee of anahaH Me amounl namelty reQuirotl, provitletl no chenges have Ceen w wilt be made in Me oNyinal plane eM apec~leetWns antl arry auapenabn or abarMOnment nas rrot exceeded orre (i) ywr. It cnanpee ere metle a tt auapenelon or aban0onmeM exwetls aw (1) yoer, full feee shall be pald for e newpem~ ~t. (4) No xrork of arry rtmnnx WMII Ce done that will dianpe the nffiurai flow of water ceusing a Aratnege proWem. (5) ContraeMr ahell mlly Me Builtlinp Ingp~p r Dxenty•four (24) haurs in edvance for all ins and ahell receive wrNten a InepecUOn card before pncae0df wNh succeuiv9pheaes of ~he1ob (8) The I an ol a permil or tlre approval o(diawinps antl spedficetbns shall not be cons to be e permit for, iror en e I,~Ja¢y~atbn ot tha proviaiona oT th~ co~et w arry other ortlinence, law, rule w repulatlon. ~ _ f -)J-- Llk--P- iiding Inspector For ayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION K:= DEP-ARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PrOperty Owner: Coors Brewing Company Property Address: 10619 w. SOth Ave. Phone: 425-7711 Contractor License No. : jS i j'71 COrrlpany: JE MERIT CONSTRUCTORS, INC. PhOne: 425-7860 ONJNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certrfy that the setback distances proposetl by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions of record; that all measurements shown. and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work untler this permit. (OWNER)(CONTRACTOR) SIGNED DATE DeSCription: Structural Steel - Electrostatic Precipitator 17 3 s- cr0 BUILDING DEPARTMENT USE ONLY Approval Zoning Approval : Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (i) rnis permit was issuetl in accordance wim the provisions set tonh in yopur appiiwtion and is subject ro the iaws o( the State ot Coioredo ana to the Zoning Regulations antl Building Code of Wheat Ritlge, Coloratlo or any other applicable ortlinances of the Ciry. (2) This permR shall ezpire if (A) the work authonzed is not commenced within sixry (60) days from issue date or (B) the builtling authonzed is suspendetl or abantloned for a penod of 120 tlays. (3) If lhis permit expires, a new pertnit may Oe acquireA for a fee of one-half the amount normally requiretl. provitletl no changes have been or will Oe made in the original plans antl 5pecifwUOns antl any suspension or abantlonment has not exceeded one (1) yeac It changes are made or if suspenslon or abandonment exceeds one (1) yeaL full tees shall be Oaitl for a new pertnit. (4) No work of any manner shall be tlone tha[ will change the naNral Flow of water causing a tlrainaqe problem. (5) Contractor shall nolily the Building Inspector tweny-four (24) hours in advance tor all inspections and shall receive wntten approval on inspection cartl before proceetli with successive phases of the job. (6) 7he is nce of a permit or the approval of drawings and speci(cations shall not be consVUetl to be a permit for, nor an approval of, any violation ot the provisions of the ilding otles or any Iher mance. law, rule or regulation. ~ C e Building Inspector For Mayor THIS S PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : 412,300.00 PermitFee: 1,732.55 Use Tax : Totai : 1 ,-ggg-SS F'1UU ✓.f( 7y7. 1.1~0 fR VI.JURJ 01LL~IW.] JYJJ L11 1JI..JJ IV JaJV.IL...F.../L, r•v~. v~ ~ Coors erawla9 ComPany Golden, Cdoradc'80401•1295 RDCRY MOIIPTAIN BOTTLS COiMPANY ~ PARTNSIi88IP Auqust 4, 1995 gtavsn G. schmitis City of iQhaat Ridga 8conomia Davelopment 7500 N69t 29th Avenue Whaat Ridga, Colorado 80215 RS: Tax Inaeatitro Jrqrommkont City ot whoat R18gs - Suilding Parnits DOdY' MY'. 801111ti Per our maatinq on Auguat 3, 1995, it was mutually agrwd the eleatroatatic precipitator oquipmant ia personal prapnrty and qualiPies as ^qualltied 8guipment and liachiaery°, aa par Artiole one, Seation 1.04 0f the Tax Incantiva Aqrsamant. Rocky Mountain Bottla Company wili prapara and submit a bni.idiaq • pnra3t applioation far the eleatrostatio precipartator foundntion, supporting superatnxcture, coatrol raom,.and other elactriaal and mechanical installations se aqreed betwean Roaky liountain Bottle Company and the building official. The applioable pormit faaa will be paid witA the application. No sales or usss tax will be paid in aonjunctioa wit.t► the buildinq parmit. Tha salna and use taxes will be remitted to the City oP Wheat Ridge as per the terms set lorth in the Tax Inanntive Aqreemant. We appreciate your assistanca end ii you havs any questions, planse do not hasitate to Call ma at 277-3867. $iAORmlYr 304 Paul Aamus State and Local Tax Adminietrator Cc: James llalone John Sakart 1[eredith Kailer MiChaol RrAPL Hill Robis TOTfaL PfaGE.01 DEPARTMENT OF PLANNIN6 i DEVELOPMENT REQIIEST FOR PIIBLIC iQORRB REVIEW Date: 3 Location: 106l9 Ld. 736~- ~'14 Case/Building Permit No. 9s 77? P1 ase revie the,attache$d materials submitted in application for approval of a~,,-.,,Q s'~wfc4- , and indicate your decision on those items check below, and please a d a y other comwents which you may have under number 18. 1. _ Boundary Closure: _ OK _ Not OK; rafar to Stipulations 2. _ Area: Acras Square Feet 3. Drainage: _ a. Drainage plan (and report) needed b. Drainage plan not needed c. Drainage provisions have been reviewed and are found to be: _ OK _ Not oK; refer to stipulations 4. _ NPDES Permit Required Y N 5. _ Legal Description: oK _ Not oK; refer to etipulatione If not okay, please explain: 6. _ Public Improvements: a. Street paving needed Y N b. Curb & Gutter needed Y N c. Sidewalk needed Y N d. Street Lights needed Y N e. Storm Sewer needed Y N f. Escrow required Y N If Escrow required, for what imp rovements? In what amount? 7. _ Development Agreement required Y N If Yes, for 8. _ All necessary documenta have been initiated by Public Works and are attached hereto: 9. _ Is a traffic impact analysis and report required? Y N 10. _ Is a State Highway Access Permit needed? Y N 11. _ New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended: 12. _ All existing dedicated roadwaya and alleys meet tha etandards of the City: If no, which do not and what ie requeatad: 13. _ 14 15. _ All existing and proposed dedications have been reviewed and found to be: _ OK _Not OK; refer to numbers 11 & 12. Approval: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. Signature Date The Public Works Department has reviewed this request and does not approve for the reasons stated.: signatura Date 16. _ Stipulations attached: Yes No 17. DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 18. _ Summary Comments: As\PLAN&DEV.PRD! (FORNB) ' DEPARTMENT OF PWNNINCa AND QEVELOPMENT Building Permit Number: 95-1909 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :9/21/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : COORS BREWING COMPANY Property Address : 10619 50TH AV Phone : 422-9219 Contractor License No. : 18046 Company : Piper Electric Co. Phone : 422 9219 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 Mroby certify dwt the satbadc dbtances proposed by this pertnH appIkaNon are accurate, and do not vblate appucewa orainan~, r,les or reg,~wns a ma City oi Wheat Ridge or covenarrta, easemeMa or mstrictiona. of record; that e11 myeyasuromante shpown, and albgations epplk ~bB•C andealh~l~ier s~ol ble~VVbakt R~d9e~plienl ~h txhroe~Whunder sat Rihd~g~~ ing Cod (OWNER)(CONTRACTOR) Description : WIRING OF THE Construction Value : Permit Fee : Plan Review Fee : Use Tax: Total $0.00 $0.00 $0.00 $0.00 ON THE ELECTRO-STATIC PRECIPITATOR SCRUBBER BUILDING DEPARTMENT USE ONLY Approval: Zoning : , Approval: Approval : Occupancy : Walls : Roof : Stories Ecpiretion Date : Approval : ■ r~ Electricai License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Approval : s (1) RpWe~tloni6u~MB~~mGa (Z) e i~nedAOraperiodof N72 bando (9) If thi6 p9mIK axpima, e fiaw j f53 (e) Residential Units : Expiradon Date : Approvat : ■ iet MM in yopur applicetlon and ia wDlect to IM lawa of the Sfate of Colontlo end to tlre Zonirp w airy otlrorepPAUbb ordinanoes ot fhe Cily. mmencetl wIMOn alxty (80) tleye hom isaue CHe or (8) the builtlirp autlarized is euepended or ee ot one-half the emoum namelN reQuked, Pmvidetl ^o changles ha" been or will be mede in the rendonmeM hat not exceatletl one (1) yeer. If chanqes aro matle a iI wapaneion or abarxlonmenl ---..ai.M s-- ur (24) houn in edvarae fa all mapactlons hall recehre wdtten approval on inspaedon cerd bekia intl specMadons ahall not be oonahued to be a parmX Por, nor an approval W, erry vfoletlon of the proviabns wrepuladon. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF COMMUNITY DEVEIAPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 ExT. 255 P.O. BOX sae CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONIY WHEN SIGNED BY 1HE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS ~"°i'1- CONTRACTOR r lP~ ~~CMI< <''g f/~~/ p ADDRESS .546a ST CITY/A7P-vyfDA LC~ ZIPCODE3pGO ~ aNnniF '-iZ2.--`T2AR LICENSE NO.. d ~ OWNER PHONE OI3' $O~- 0000 ZIP CODERZ!k!L- rONTRACT PRICE $ 77'~Gi S TYPE Ground ❑ 1 Woll❑ Proiectin0❑ Olhv S or D Faa SIGNS . 2. MATERIAL ❑ N ❑ T Total SQuon Feet Pormif No ENct . o 3. ILIUMINAT10N Ya 4. SET BACK FROM PROPERTY LINE N (Speeify which is front) ype _ ❑ S_ E ❑ _ W ❑ ❑ . Zono_ . Apprwad,ZOna inspator Disopproved 1. TYPE Solido Mort Than 80% ODan[J MATERIAL Losa Thon 80% Open Heiphi FENCES 3. SET BACK FROM PROPERTY LINE N (SOSCitv whieh ia front) _ ❑ S_ E ❑ _ W ❑ ❑ Zms_ ApprwW,Zone InsDeeta asaDOroved I . Z OTHER 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE,516N,OR OTHER STRUCTURE,GIVit`n DISTANCES FROM GROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) ~ SPECIFV NORTN STREET NAME SHOW DISTANCES FROM THE MAIN BUILDIN6 TQADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBIN6; EI.ECTRiCAL; MECHANICAL PERMIT PERMIT THE INDICATED PERFORM THE THIS APPLICATION~RMIT WI~LM E%PIRE 60 DAYS FROM DATE OF ISSUANCE ~RWORK IS NOT SVALIDATnN TARTED WRHfN TMAT'TD~NG INSPECTION DIVISION, ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE LICENSE N0. ALUMINUMVAREUNDERSIZEBILLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. FUEUC'vtle0ne dIR'opone EIleSobr p~p WATEF IXASET FORCED AIR - BTU TEMPORARY METER WASH BOW~ HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDiTIONINCa-BTU LIGHTING SINK OTHER HEATING GARBAGE DISF REFRIGERATION SYSTEM POWER SUB-GIRCUITS WATER HEATER Retri eront Group UTILITY (RANGE, DISPOSER, ETC) AUTO. WASHER Poundo CMr e 2 FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM ~ WIRING MOTORS B:CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS d RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAI FIxTURES REMARKS l.tylwti3G vJ5 -TI~iNS~-.eu-~-no~ I hereby acknowledqe fhat thia opplica- fion ia cmrect and understand ihaf I connot afart this projett until this oDPli- Cotion ie opprOVed. I nholl comply with the lowa ot the State o1 Colorodo and fo fhs Zoninq Requlolions ond Buildinp Code of the City oi Wheaf Ridpe. Any violation o( tne above terma will couse immediate revocotion of ihis Dermit. PERMIT FEE USE TAX TOTAL FEE $ APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,City of Wheat Ridqe Date Issued NOT VAIID UNLE55 RECEIPTED CALL 237-8944 EXT. 255 24 HOURS IN AOVANCE FORINSPECTIONS -10~ pFPqR T OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1778 ~ B1Hl. INSPECTION DIVISION - 235-2855 Date :9/5/95 CITY OF WHEAT RIDGE ' 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 properly Owner : COORS BREWING COMPANY Property Address : 10619 50TH AV Phone : 425-7711 Contractor License No. : 18471 Company : J. E. Merit Constructors, Inc. Phone : 830 6933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $152,400.00 . 1 hoppy. tlret dM aetback distanees proposed by this pertnit applicaNOn are accurete, Permit Fee : $825.00 Bnd dp appiftble ordinances, rubs or regulations of the CAy of Wheat Ridge or 'ccvenaMS, eyye pr reatridions of recoM; that all measuremenis shown, and allegations Plan Review Fee : $0.00 - made are soaurate; tlW f have read and agree to abide by all wndRions printed on this USe T8X : $0.00 a~Ycptipn, aMd gi~ I assume full responsibility for comp6ance wtth the Whe Ridge Building CoCs (IF.B.C.) and all otlher applicabk Weikat Ridge oNman s, f work u r this pe d. (OVYNERxCONTRACTOR) SIGNE Total $825.00 pescription : FOUNDATIONS - ELECTROSTVC PRf-ciri i A i UK BUILDING DEPARTMENT USE ONLY Approval: _ zoning APPronal : Approval : pccupancy : Waps : Roof : Stories : Residential Units : Eiectrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiradon Date : Expiration Date : Expiration Date : r Approval: Approval: Approval: rdance (7) TMS po"nt ~~iblrqin Co~de M Whaet R~e Coloia~do or an yhothereppl,le~ordinsnda otbthe C'~~l Ye lawe of the State of Coloretlo an0 to Hie Zaning . (2) yyip p~rg (f (,e,) qy work aulhonzed is rrol commer~ced wiNin aizly (80) tlays tram iasue dete or (B) Ma bulMing authorized ia suapended w emndonaA rora p«+oa a'130 day (3) q tlAe Pertnlt HpNes, e Mw Peim il m a.ay be acquired for a tee M one-haB Me amount nortnelty required, providetl rw chenpea have bean or will be msde in Me ury~I~W pdeuq aM apecifieellons and anry suspensron or abandonment has not exceedetl one (t) year. tt chenpea ere metle or H suapension or abendonmeM excastls oM (91 Ybr, Ntl fees ahall be Peid for a r~ew Pertnil I, ..P~p wpk o{ eny qqnner ahali be daie thel wAll Uanpe the natural flow of wffier causinp a tliaina~ problem. . Cpn7aelOr riptity tlre BuAtlirp InsOeclor twenH-four (24) houre in advar~ce for aN in ons antl shall receive ' pproval on Inspectlon caid betae guxessNe hesea of MeIob a~. e p,e IN e~ oUw a opprovel of tlrawiN~ o E~u~tlons shali mt Ee co ed to Ee a permit fw, nor of, arry valation of the provisbna TIS uilitling Inspector For Mayor PERMIT VALID CONLY ALL W 34-5 33 24 HOURS PRIOR TO~INSP'E TION ~ AND MAYOR ~yyV yJ( pJ 1J•LO I-R WUIV 01LLiIVu ~ Y ~ Coors etawln9 COMW^Y Golden, Colorado'80401-1295 JC/J UIJJ .V J.~" - ROCR7L MWP'PAIN BMLS COMP71NY - PARTNSItS8I8 A1iqust 4 r 1995 Stavnn G. SchmiY.a City oi 1Phaat Ridga gconomia Davaiopmsnt 7400 lfaet 29tb, avenue Whsat Ridge, Ccioredo 80215 RE: Tax Iaaeatlva Jgregmant City o! Whoat Ridgo - Suilding PormLits Dear xr. sohsitz Per our masting on Auguat 3, 1995, it vas latitualiy agreaC the eleatroatatic precipitator aquipmant is personal propertY and qualifiee as ^Qualifiad SHuipment and xachin6rl'°, Ag per Artio1s ons, Seation 1.04 of the Tax Inaentive Agraament. RockY Mountain Hottle Compaay Will prnpars and submit a bulldiMJ ' pnra3.t Appiiaation for the aleatrostatio pracipertator foundeticnt supporting auperatructure, controi room,.and other elnctriaal and mechanical inetallatione as agreed batwesn Rxky 1Scuntain Bottle Company and the building official. The appliaable pormit faas will be paid with the application. No sales or usea tax will be paid in oonjunctioa ttith the building parmit. Tha salQa and use taxes w111 be remittad to the City af Wheat Ridge as per the te7:ms Bet iorth in the Tax 2nanntive Agreement. We appraciate your assistanca and i! You bLave any 4uestionag plaase d0 not hasitate to oall me at 277-3867. $ixioax^s1Y• ~jtu1~_ Piln1 Aamus gtate and Local Tax Adminiatrator CC: James ![alone John Saksrt 14eradith Xslisr MiChIIel Rldft 8111 ROb1! *ou 7pTpL PRGE.01 DEPARTMENT OF PLANNIN6 i DEVELOPMENT REQIIEST FOR PIIBLIC WORRB REVZEW Date: Case/Buildinq Permit No. ~S'177~ Location: Ple se r view the attached materials submitted in application for approval of and indicate your decision on those items check beYow, and please d arVy other comments which you may have under number 18. 1. _2~ Boundary Closure: X OK _ Not OK; rsfer to Stipulations 2. ✓ Area: Acres Square Feat 3. Drainage: a. Drainage plan (and report) needed _ b. Drainage plan not needed _X_ c. Drainage provisions have been reviewed and are found to be: _ OK _ Not OK; refer to stipulations 4. ✓ NPDES Permit Required Y ~ 5. Legal Description: K OK _ Not OK; refer to stipulatioris If not okay, please explain: 6. ✓ Public Improvaments: a. Street paving needed Y~ b. Curb & Gutter needed Y~ c. Sidewalk needed Y N d. Street Lights needed Y e. Storm Sewer needed Y f. Escrow required Y N I f Escrow require d, for w ha t improvemen ts? In w ha t amoun t? 7. ✓ Development Agreement required Y ~ If Yes, for 8. All necessary documents have been initiated by Public Works and are attached hereto: ej~E 9. Is a traffic impact analysis and report required? YN 10. ✓~Is a State Highway Access Permit needed? Y N~ 11. New roadway or alley R.O.W. dedication is recommended: ~o If yes, what is recommended: 12. f- All existing dedicated roadwaya and alleys meet the standarda oP the - city:Y~ If no, which do not and what is raquaeted: 13. f All existing and proposed dedications have been reviewed and found to be: X, OK _Not OK; refer to numbers 11 & 12. 14. e Public Works Department has reviewed this request and es 3,ts approval, subject to the above and/or attached s 9i61vs Date 15. _ The Public Works Department has reviewed thie request and does not approve for the reasons statad: Signature Data 16. ~ Stipulations attached: Yes No 17. __---DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 18. Summary Comments: \ io t1-b\,c, ~,.Jecz~s c-~a~~ -ts - ' I 0 bG wGr~. . EV.FRM (FORMS) . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Coors Brewzng Company Property Address: 10619 W. SOth Ave. Phone: 425-7711 Contractor License No. : I c~(_/ 7/ Company: JE MERIT CONSTRUCTORS, INC. Phone: 425-7860 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenan[s, easements or restrictions of record: that all measuremen[s shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE DBSCription: Foundations - Electrostatic Precipitator ) 2 S- rfd Approval Zoning : ; , w Approval: Approval ~ b I q 5 Occupancy : Walls : BUILDING DEPARTMENT USE ONLY Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : J PIBns Roquired (1) This permtl was issued in accortlance with the pmvisions set forth in yopur aDPlication and is subject to the laws ot the Slate of Coloredo and to the Zoning Regulations antl Building Cotle of Wheat Ritlge. Coioratlo or any other aOPlicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) Ihe builtling authorized is suspentleU or abandoned tor a penod of 720 tlays. (9) If this permit expires, a nev, pertnit may be acquired for a fee oF one-half the amount normally required, provideA no changes have been or wili be matle in the original plans and specifiwtions and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment exceetls one (1) year, fuil fees shall be paid for a new permit. (4) Nb work of any manner shall be tlone Ihat will change Ne naNral flow of water causing a tlraina9e problem. (5) IT~eysuan,, cror shall notiy the BuilOing Inspector twenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspec[ion cartl before diing with successive phases of ihe job. (6) of a permit or lhe approval of Orawings and specifcalions shall not be wnstruetl to be a permit for, nor an approval of, any violation of the provisions cotles or any other inance. law. rule or regulation. .Z~ hief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : 152, 400.00 Permit Fee : 822.90 Use Tax : Total: g~.~- ~,w ~ _ y . $ . r 6 5 4 3 2 ~ p 4 Boi~S ~e t ~ ~w i ~ ; tl~ ~ S~~~t~~ 1. . a ~sco az9 Cucur PuNr MILLER 31'REET Wi9REl~GK~LSE' B36 ~ ' ~ STATION Me~A Gw}a ~ f7 I',M~CT/D/V r ~Y . ~ EL~cneicAc o, ..p: I. y .t _ ►77I~~W7 ~ ~ ' ~ ~ ~ STATION - ys ' BMl STATI F t. .f28 :~G ~ QATCHIN6 A4R41A~YY ~ B.~ d'1LNIN6 PaAlD AI10 SAND saw ~!RgT/dH ~ gyp B26 Bz1 ~ ~ ~ coNVrrt~ er,~,~ Y ecc~ . DfESEI . TANX fARM _ t~S1RUQIDN SHED - Wiz,. W„ ~t. orb Tex ezs R~PANE GLASS M4/VUFACTUR/N6 LANK I . FARM ~ ~ ;lit tts Tca f Q `t ~ 1. r GOrttfvnt+ F k I;: ~ h ~ fNG/N~R/NG iNl6WA/t~' - ~ MA TRAILERS Rm~ ~ ~ ~ , ~,~~I ~ Sic ~Earr~~nr~, B ~ G, r~ n,__.._ ~ ~ ...r~ CD,NETER/NG ~ ~ r~;, T/GW ,~:a i ~ ~a ~ S ?,i= ~ ~ q': 1 ' ~ ~~'.YSai~ ~V~a~{a ~ .Y~ ` INLAND A9 raj ; P!~R CGIMPANY I ~ .~t'+ S 1 J ~ i ?y= ' i f .i' t . ~ i ~ y ~ ~ I. ~ ~ I j r ..^i~ a cL it i ~ ~ CHa. CC . W~ < W i } v REF. DWG P~ W MMM. Mtlgp MN1~~ on 01Mf. NO. ' E ~ d TMI! O0 AV N O C011FOIMS AMEN am MV. E NO ATCOO r-'~8tAM1rpD now oa11ni x,4, 4 F. G, 0 0,2,0,0.4, _ a I MEMORANDUM TO: Darin Morgan/ Codes Administrator FROM: James Jacobsen, Eng. Tech. II RE: Coors Glass Plant DATE: April 13, 2000 o` ~ Please make note of the following deficiency at the above mentioned location. * The 1 S x 6' section of crosspan which Superior Asphalt replaced following placement of water main on 50 Ave. is rejected due to the pour quality of work, no curing compound applied following finish, and did not maintain the flowline. If you have any questions please call me at (303) 910-0967 James Jacobsen/ Eng. Tech. 11 igeJACOBS ENGINEERINGO Jacobs Englnearinp Group Inc. 7527 Cole Blvd., Suite 100 Golden, Colorado 80401 U.S.A. 1.303.462.7000 Fez 1.303.462.7007 April 17, 2000 Mc Darin Morgan Building Department City of Wheat Ridge 7500 W 29' Avenue Wheat Ridge, CO 80033 Dear Sir, Please find attached, as requested a re-submittal of the elevator drawings related to the Rocky Mountain Bottle Company located at 10619 W 50' Avenue, Wheat Ridge. All review comments by Randy Pabst have been accommodated on the drawings. The fire extinguisher is not shown on the drawings but will be provided and available at the time of inspection. Please do not hesitate to call if you have any further requirements. Thanlcing you %En ri ng (303-4627130) -4 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 Mazch 8, 2000 Darin Morgan Wheat Ridge Building Department 7500 W. 29~' Avenue Wheat Ridge, CO 80033 Re: Elevator Plan Review-Rocky Mountain Bottling Building 25 Dazin, The Ciry o/ ~~OF W HEAT o . ~ GWheat ~ m GRidge C~LO R A~O The elevator plan review for 10619 W. 50'" Ave. was completed on March S, 2000. Listed below aze the items that must be corrected. Drawing FB2506052 - Sheet I • The pit ladder shall extend a minimum of 42" above the floor level at the lowest landing. ASME A17.1 Rule 106.1d(2) Drawing EB2566584 - Sheet 2 Elevalor Machine Room • Provide fire extinguisher. ASME A17.1 Rule 1206.1(h) ; Fumish overhead iighting. ASME A17.1 Rule 101.5a Relocate mainline disconnect to northeast comer of the machine room, within ] 8" of the / strike side ofthe door&ame. NEC Article 620-51 • Fumish GFCI outlet. NEC Article 620-85 • Provide a separate branch circuit and disconnect (with lockable cover) for the elevator ca lights. NEC Article 620-22 ~ vator Pit • rovide pit light and switch. Locate switch adj~nt to e pit lad er. ASME A 17.1 Rul-' 106.1e(3) Drawing CB2500010 - Sleeets 1& 2 Provide smoke detectors at the elevator machine room, 2"" floor elevator lobby and top of hoistway. Detectors shall be used for initiating elevator recall only. ASME A17.1 Rule 2113b (303) 234-5900 • ADMINISTRATION FAX: 234•5924 • POLICE DEPARTMENT FAX: 235-2949 City F:70>c -T-rmeiri snr,;ttv~ I 7500 West 29r" Avenue Plnnning: Parks & Recrention: Public Works: Fax: Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 DATE 161o Name: Organization: Fnx: Phone: From: Dept: Sub ject: # of Pages: Comments: , , - 700/ ~ Planning r~ Parks & Recreation ❑ Public Works ❑ _e2v/4&irc~i!ar, Originnl to follow in the mail ❑ Yes 4~1 yNo (Includinq cover pa4e) :5 Z W ~ cc a W ~ L - 0 W W ~ U~~ N Q c'~~ _ N 7 M ~ ~ o L) v ~ ~ Z O ■.m. W i ~ rn A ayi ; N ~p • Y GI a ~ N N ~ M ~ ~o ° 3 y M C y O N A s . . ~ d ~ N ; a O fAo T ~ d R 9 Y ~ V N 9 {E Y ~ {O N V ~ J O> ~p y ~ a 0 s ~ d ~ ~ t ~ \ ~ ~ ~ o o m A 0 m > ~ p1 C C O i+ • ra + ~ im d 7 , ~ ' Q a c y s ° • N t 0 Y F` W ` od o 0 G ~ n- ,O O a A Z O T L Q ~ d C do ~ i ~ Q 0 d M n. 3 ° N ~ R LL v o~ A N Q w:~ 0 ws w' A p 61- cO (D W C1 W O :3 ~ S N N 6 (D fD 7 N a m ~ 0 ~ 3 ~ \ y w f 1 3 ~ v t- 0 o' D a G N N N n 0 ~ C 0 ~ ~ Z (D W o ~ v r+ C-4 cn m ~ N~•~ c~ Z u~i N ~ 0 om <Z 0 (D o' v ~ m ~ ~ v ~ w~ ~ S W ~ > >0 `o ) CD J ~O 7 N S < fD 6 N (D 7 ~ v a m ~ ~ 0 A ~ N 'O W Cf+ 0 ~ m ~ V L. 0 Q a a ~ A N a ♦ + r~ ~ (D n O~ ~ Z 0 ~ 0• (D CD n ~ O ~ w ~ ~N ~ N ~ W~ N ~ W N ci~ N v C N ~ 7 n 0 rm ic C Z "i v m m r ~ ~ m m ~ -I w~: oS wCD N 7 W n A p ~ ~ t~0 N W n I41 O 7 N =T < ~ 6 N =3 v a CD ~ w ~ 0 , ~ v C- 0 a c G N N N 0 0 ~ n ~ c , 0 ID Z O -G y. a n 003 v ~ CO rn ~ O ~ m . 1 ~ • c"o ~ r ~ Z NN ~ 0 o m r+ < z n N -1 CD o v ~ m -o ~ w~ o w =r N 7 w0 A p W n W O 7 N 3 N < m o- m rn :3 d a m f~ ~ O ~ N 9 (D ~ ' o ~ d ~ C- 0 Q a a N N ~ r4.~ L -'t ~ n = 3 0 Fia (D 5 N V (D ~ w7 0 w ~ , N N N ~ w ~ ~ N ~ (D ~ N n Q ~ ~ Z ~ v G m 0 ~ vm UN o' o ~m ~ ~ w~ 03 wCD N 7 W n A p to ~ W w O 7 N S < fD 6 N (D 7 v a CD ~ ~ 0 ~ , y ~ s ~ ~ ~ V C- 0 Q a C A N n 0 0 ~ ~ ~ 0 m C Z ~ 0 , (p 3 ~ • 0 w o v ~ vcn m ~l , O CD w < m 3 • r ~ Z NN ~ 0 0 < m ~ F ' - i ~ o v ~ m ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12695 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/28/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 10619 W 50TH AVE Contractor License No. : 17915 Company : C G Construction Phone : 421 6434 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulahons of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsi ility for co pliance with the eat Ridge Building Code (U.B.C.) and all other applicable W at tlge d~injance fo o under this pe mit. (OWNER)(CONTRACTOR) SIGNED ~ DATE Construction Value : $35,700.00 Permit Fee : $502.85 Plan Review Fee : $326.85 Use Tax : $535.50 Total: $1,365.20 Use: Phone: 425-7850 Description : CULLET BUNKER CONCRETE REPLACEMENT BUILDING DEPARTMENT USE ONLY POM11ft SIC Approval: Zoning : Approval: DM pil"#~` Approval : Occupancy : Walls Electrical License No : Company: Expiration Date : Approval: OKAY Roof : Stories Plumbing License No : Company: Expiration Date : Approval : Sq. Ft. : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subIect to the laws of the State of Colorado and to the Zoning Re9ulations and Buildiny Code of Wheat Ritlge, Coloredo or any other applicable ordinances of the City. (2) This permit 5hali expire d(A) the work authorized is not commenced within sixry (60) days from issue date or (B) the builtling authorizetl is suspended or abandoned tor a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally require4 provided no changes have been or will be made in the original plans antl specrfications and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment exceetls one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a tlrainage pmblem. (5) Contractor shall notiy the Building Inspector lwenry-FOUr (24) hours in advance for all inspections and shall receive wntten approval on inspeclion cartl before proceediing with successive phases of the job. (6) uancepi~'p er~th pproval of tlrawings and specifcations shall not be conslrued to be a permi[ for, nor an approval of, any violation of the provisions of the b~jq~C ~ p(~er ordinance, law, rule or regulation. Chief Building I DFPARTMFVT QF PLAYNN(;AYD pF,VF,LOpyTgNT BliILDLYG LYSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 'SOU WEST29TH.4VENUE WHEAT RIDGE, CO 30215 - (303-235-2355) APPLICfI TION Qlll1d1Il, D.....nr ~L4, I :5 Dacc •,~YU+UvUwner: ICOGYy MOV7MlA)1i E;wl,lNCi PropemAddress: 10 6 lq W. SO~Apy~, Contractor License No.: t-icj ts ~~~AT ~)D66 rOR1DaRV' /k- f_ P... . _ 01VNER/C0,N772ACT0R SIGYq7'URE OP LhDFASLyvpLYG,_,,,p qpREEbI£NI' [ haarbvi certfh: [hat the setback distanes acvm[e s oropused bv [his py~it application tve , ond do no[ v~olate applic~bic ordinances, rul<s or rsTWatlorts ol thc Citv ot w~hzat Ridge or covzrants, euemerts or r¢sviaions of dc chat all me:~ursmrnrs sho,va snd sllz~ations made recor ara tha[ i na~:e road to ahide 7' ail vndi[iens p¢n1cd ~.n 'his aaoliaations and tha[ resp~~~nilir; ~na ;or oompli:umz with Uiz 'vVheat Qidge Buitding Codz lli.3.Cj und all o[har applicablz lVheat Qidg: Ordjn c:s tor w der this e -t. (OIJ~`ci;(CO~~=.CCR':S:C?.'HD ' 7 Cesc;iption: C<0//044 Zoning Canunents: Aporoval: Zoning: TOtdl: e.- 420-A-4c , BUILDLYG DEPARTNIENT liSE ONLY Huilding Cununenfs: APProval Riblic'yVarks (`omments: Approval: Occupancv: Walls: Roof: Stories: ~ ~ . 1 a j/§ Electrical License No: ' Plumbing License Na Company : Company: Mechanical License No: Companv: Expiration Date: Approval: Expiration Da[e- Expiration Date: Approval: Approval: This p<mn wu ¢sucd in acwrdance rvi~h V:c pmvisions set IortS m vour RcSVlaco~s and BwlCing CoCe al Wheai yidge. Colorado nr am oiher aoplicabPelorAinanccd oC~ha CeC` ~ he laws o( ihc SLnc nj ~ ('-7 This p«mu eha(I etpire d(,q) die work au[horiz<d nb is not cortvvenced d ;o lh~ 2omny nndoncd tbr a penod ol I.0 days. Oahin s~xry (60 ) 1' t5 ~3 P~ s trom i;sue dam ur fB) !y, buildiny amhor¢ed is supcnd<d ur ~i~ expues, a new oermi[ may be icymrcd ;or ,i tee ol'one-half ~he m Ihe onynal pla~ ,Nd zo<cificaziona and any s aowt norrnupy required, orovideA no ~p,.NScs nrve b<en or will bc made m acceeds one i I) y~u, iull l'ees snall bc paid:or a new oerrtti[. V utpe.~sicn or abandorvnem haz mt esceeded one (1) y~,v i; ,h~~5es have becn or ii ;uspev~on or abandoivner,t o work oj urv mwmer shall ba done harHill c>.aege ~he ~~~w,~;;7ow ofwnmr wusl (s~ Conlra:er;hallnourv!heB ng i miCinyieuoec:nrawznn-iourli . 11a1-1e1101em. pmccetliny ~~i~ ~uc:essrve (6) The smance phues of the iob. novs m ad~,.y-,ec 1'or all uisper.ions an~ ~ ppr nall rcemve ~mnen aOVal on inspecUOn <sd beiorc i ' ~ pomval of drawin~es and spe;tlicauoiss shali not Se conswed ;o bc a provis~ons h d code ruiyooherordinance,law,ruleurregula7an. a`~~~'Of' °Of ~ rwa~ o~, VP anvviuiaoonoi~he Phone : ~303~ (f2S - Q~SQ Phonc(3 p :~43~ Construction Value: ~35,'T \10 °h Pennit Fee Plan Rev;ew Fee:,11M.~ SIC: B FcZMiT TRACKING r=ORM ADDRE55_AL, (r,lCA \K'l DATESU6MITTEDPERMIrNUMBER~I 11'PEOFPERMIT C! CONTRAG70R PHONE OWNER~`,(C,✓ PHONE TYPE OF REQUEST _1t VA NI, + ~~~~D 1 1 ~ V ~ lri REQUIRED CONDI710N5 ME7 PRIOR 70 PERMIT APPLICATION ? YES NO N/A CONDITIONS OF APPROVAL DATE IN DA7E OUT 61JILDINGDEPARTMENT GQ Tf'~ tl{~t2~ ~1 ENGINEERINGDEPAR7MENT lI--Q-A_-na II d~'~~t~~ ~ay~ ~ PLANNINGDEPARTMENT c'1rQ 11~- L~t1 i ~ FIRE DEPARTMENTAn)CkdQ,-. 0 CIIY ARBORIST ❑ POLICE DEPARTMENT cl SEWER DISTKIGi cl WATER DISTRIGT 0 JACOBS ENOINEERINQ• JMeW inrN+Mrl" Oreup Mw. 1617 Cok BtvW.. buhe 100 QWdIm, G+14rM4o 48101 U.Ii,A.. 307.ae2 ,7000 e.N y03.462.7001 May 18, 2000 City of Wheat Ridge Planning Department 7500 West 291" Avenue Wheat Ridge, CO 80215 Attn: Mr. Greg Knudson Dear Mr. Knudson: The purpose of this letter is to certify that the drainage improvements to the Rodcy Mountain Bottle Company property were constructed in accordance with the approved drainage report and pian (Dwg. FG1002005). These improvements have been accurately surveyed to confirm that their construction is in accordance with the approved documents. In addition, we have improved local drainage by adding an additional catch basin on the west side of the new building addition. Sincerely, Terry Altic~ Jacobs Engineering Cc: Darin Morpan V i 3 d ` ~ ; ~ DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500WEST29IhAVENUE BUILDING INSPECTION OIVISION PERMIT N0. M94#19263 234-5933 P.0 -eOx638 CITY OF WHEAT RIDGE,COLO. THIS PERMIT VALID ONLY WHEN SWNEO BY TME rHiEF BUiLDiNG iNSPECTOR AND ttECEIPTEDBELDw. .1e+i11i rno uicrci i AuCniiC DFD/.AIT J08 ADDRESS G T" A••r'- CONTRACTOR S ~'~r M r T S/ G~ ADDRESS ZIP CODE 9°~ CITY PHONE 43 j- LICENSE NO. OWNER" ' " rcv , , - ADDRESS ~ ° G 1 S PHONE CONTRACT PRICE $ DATE 4,' p ) I. TYPE Ground[9-- Woll❑ Proiettina❑ 2. MATERIAL ~ SIGNS 3 ILLUMINATION Yes❑ NoP-TYDe 4 SET BACK FFOM PROPERTY LINE (SoeciW whith ie f ronl ) OtMr 5 a D Face S Total SQuart FaN Elect. Parmif No. E_ W Zom_ Approved,Zone Inspecta 1. TYPE SolidE3 Mon Than BO% OpsnD Less Thon 80% Open MATERIAL . Meipht FENCES 3. SE7 BACN FROM PROPERTY LINE N_ 5_ E_ W Zaie- AODrowd,Z°^s ImVeoW (SoecitvwhicMiefront) ❑ ❑ ❑ ❑ daapprowd OTHER IZ 3. DRAW SNETCH OFt SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIr:n AIST4NCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) i~ J ~;-C Tv 'QV"- STREET NAME r` J J ~ ZIP CODE ~ SPECIFV NORTH SHOW OISTANCES FROM THE MAIN BUILDING TQADJOINING MpUSES, STREETS,AND PROPER?Y I.INES;ON IRREGULAR LATS, SHOW LEAST ms7eNCF TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. Y APPUCATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMi i THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. o~o..~r ~~n~ ~ FYVIRF ixn navs FROM THE DATE OF ISSUANCE If WORK IS NOT STARTED WITHIN THAT TIME. . ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE UCENSE NO. STATE LICENSE N0. ALUM INUMWIREUNDERSIZE8ILLEGAI FLOOR BSM IST 2ND 3RD 4TH NQ FLEL~CirtMOMGutOI[R'opa» E Sdor ~ WATER CLASET FORCED AIR - BTU HOT WATER - BTU TEMPORARY METER WASH BOWL NEW SERVICE - AMPS BGTH TUB STEAM - BTU CHANGE SERVICE - AMPS SHOWER AIR CONDITIONING-BT] OTHER LIGHTING SINK GARBAGE DISP REFRIGERATqN SYSTEM MEATING POWER SUB-CIFCUITS WATER HEA7ER Refri a~anl GrouD DISPOSER, ETC ) UTIIITY (RAN6E AUTO. WASHER Poundf CMr • , AUTOMATIC SPRINNLER SYSTEM DISH WASHER FIXTURES WIRING MOTORS d CONTROlS F1110R DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWEAS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS I Mreby acknowledpe that this aDDlica- fion it correct and understand tnot I Connof stort this Dioltltt until thie oppli- cotion ie aDOroved. I shall comply wiih fhe lows o1 1he Sfate of Colorado and to fhe ZoninQ ReQulations and Buiidinp Code ofthe Cily of Wneat Ridqe. Any violalion of the above terme will cause immediate rsvocation of tnie permir PERMIT FEE usE Tax _crv TOTAL FEE $ ~ GHIEF BUILDING INSPECTOR,City of Wheaf Ridqe Date Issued 6` y 4y •yplieant. sianaiur. a -_4_ ~ ~ p 6 u ~ g. NOT VAUD UNlE55 REGE ,e r* ~t "7 ~ S CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS 7500 W EST 29th AVENU E 234-5933 P.O. BOX 638 ONIY WHEN DEPARTMENT OF COMMUNITY DEVELOPMENT pERMIT N0. M94~19652 BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. BY tME CH JOB ADDRESS JG N G ~ CONTRACTOR ADDRESS / V CITY bk'~vt y ZIPCODE }<<- PHONE " 33' D7 LICENSE NO. ~ AND RECEIPTED BEIOW_ OWNER C6 . - T * ADDRESS PHONE ZIP CODE 2 a~~ - CONTRACT PRICE $ DATE ❑ 1. TVPE Ground ❑ Woll PraeChnO MATERIAL " K ❑ N TYDe o SIGIIIUMINAT10N Ya E `M SET BACK FROM PROPERTY LME N ❑ S~ ❑ (Spacify which ie }ront ) . SolidO More Than 80% Open[] Less Thon 80% 7YPE MATERIAL FENCES 3 SET BACK FROM PROPERTY LINE N 5- E W [I El fSoecitv whicA is front) C] E] OTHER I ` Otner 5 or D Foce S Total 54wn F»t iig - Heiyht Zme_ ADDrwW.Zons InIDecta 3. SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIN3 DISTANCES FROM PROPERTV LINES DRAW . N (SETBACKS OR PROJECTIONS INCLUDED) REAR PROPERTV LINE i ~ c SPEGFV NORTH F,; STREET NAME 5 6 r H A, -F $HOW DISTANCES FROM THE MAIN BUIIDING TQADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGUTAR LATS, SHdW LEW OISTANCE TO PROPERTY LINES,NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT DtCATED DAT WORK ILDIN THIS APPLICATIO PE l MIT WILL EXPIRER SIO DAYSERROMM HE DATE OF ISSUANCE IOF WORKOIS NOTIS ARITOED WITHEN THAT TGMESPECTION DIVISION. PLUMBING PERMIT MECHANICAL PERMIT ELECTRICAL PERMIT $TATE UCENSE N0. E~ STATE LICENSE N0. ALUMINUM WIRE UNDERSIZE 81LLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. ~L`C~~ CfOs I WATER CIASET FORCED AIR BTU NO' WASH BOWL F10T WATER BTU TEMGORARY METER STEAM BTU rcovirG _ pMPS B~+TM TUB pIq CQFlDITIONING-BTU DISH WQSHER FLpOR DRAIN SEWERS I HP REMARKS NOT VALID UNL 1pT PERMIT fEE I hareby acknowledpe thot this aDDlico- TAX tion i[ eon ect and understand thai I connot start tnis proitlct untii tnis avv1~- ~ USE TOTAL FEE eation if oDDroved. 1 snall comDly with the lows of Ihe Sta1e ol Colorado ond lo the Zoninq Re9ulatione ond Bwldin9 DISAPPROVE , Code of the City ol wneat Ridpe. AnY CitY of Wh t Ridqe violation of tne above terme wili couse CNIEF B ~ ~N CALL 234-5933 immediote revocohon oi tn'e Dermit 24 HOURS IN ADVANCE FOR INSPECTIONS Date Issued ~ooueaou so•a~o,• . . DEPARTNIENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. /v) P{y ~~c4 $4 234-5933 P.O. BOX638 CITY OF v4HEAT RIDGE, COLO. THIS PERMIT VALID ONIY WHEN S16NED BY THE CNIEF BWLDING INSPECTOR ANC RECEIPTED BELOW. d ~ LiUs~ rv rUrc c~ Y~7 (A JO ADDRESS OWNER ~ - ADDRESS CONTRACTOR nZ/S ADDRESS ` U 'r° ~ o-r " PHONE ZIP CODE AUnZU ~ CONTRACT PRICE $ ~ SU ~ CITY - ZIP CODE '63e7- r_ .a : d i ir.FNCF Nn l-7 Icl_ DA7E d❑ TYPE G Woll❑ Proietliny❑ Othsr SaDFOte IGNS roun 1. 2. MATERIAL 0 ❑ T Tolol Squme Feaf Ptrmif N0 ElW S No 3. ILLUMINATION Y62 4. SET BACK FROM PROPERTY LINE N (SDSCiy which ia honl) YDa - ❑ 5_ E ❑ _ W ❑ ❑ . Zons_ . Apprwed,ZOm Inapactor Disapprwsd 1. TYPE Solid❑ More Thon BO% ODano MATERIAL ? Loss Thon 80% Open Heipht FENCES . 3. SE7 BACK FROM PROPERTY LINE N (SplCify which if (rOnt) _ ❑ 5_ E ❑ _ W ❑ ❑ ZdU_ ApDra'ed.ZOM IIIsONiW DieaDCroveA I. OTHER 2 3. DRAW SKETCH OR SHaW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVII:o DISTANCES FROM PROPERTY LINES. (SET84CKS OR PROJECTIONS INCI.UDED) ~ SPECIFY NORTH STREET NAME $HOW DISTANCES FROM THE MAIN BUILDINfi TPADJOINING MOUSES, STREETS,AND PROPERTV LINESiON IRREGULAR LDTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFOflN THE INOICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL E%PIRE 180 DAVS FROM THE DATE OF ISSUANCE If WORK IS N07 STARTED WITHIN TNAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. ALUMINUM WIRE UNOER SIZE 8 ILLEGAL PLUMBING PERMIT SiATE LICENSE NO FLOOR BSM I5T 2ND 3RD 4TH MECHANICAL PERMIT N0. FUEL;CirW OM GW 01i PropaM E Sda pp WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BO'NL HOT WATER - BTU NEW SERVICE - AMPS BATM TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTIN6 SINK OTHER HEATING POWER SUB-CIFCUITS GARBAGE DISP WATER HEATER REFRIGERATqN SYSTEM Refri srant Group UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASNER Pa+nds Chor s FIXTURES DISH WASHER -;3 AUTOMATC SPRINKLER SYSTEM WIRING MOTOftS 9 CONTROlS FLLX)R DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES REMARHS I hareby acknowledqe ihat this aD0lica- tion u correct and understand tAat I eonnof stort ihis projett until this oOPli- cption is aDproved. I shall comply with fhe lawa ot the Stofe ol Colorado and to tha Zoninp Repulotions ond Buildinp Code of tha City of Wheai RidQe. Any violotion of the obove terme will cause immediate revocoLOn of tnls Dermlt __7 r, PERMIT fEE usE Tnx TOTAL FEE CHIEF BUILDING Date IssuPd - N ~c ~ ~ ~ 3 7) .5 7'f-;2U ,Cityof Wheat Ridqe /rJ. TA_N✓•'~MCL ~ 1T~/ALIO UNLESS RECEIP'1 YG~k Sy~y ~ . ( c CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS aPOWconrJsidii'alu, Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 Sprinkler System Plan Review Comments Date: November 15, 1993 Location: Coors Brewing Company Bldg 29 Glass Plant Cullet Recycling Center 50th Ave. and IKi11er St. Contractor: M. Trunvnel and Associates. ~ - Reviewed By: Steve Steigleder ~ ~ M#* * ~K#~:* **:k~kM-k~K** **~k~k~Y**~k#~kA~~k:k:k**#*~i* * * k.k* Mk-+..I:.K 1:.~ : a:.r.~.+..;: l. The electsical room will not be sprinkled as noted on t.'r.e plans and documents. We would request that smn};z d=tec_ion be placed within this room with a remote indicat_ing iight outside the door. This detection should be placed on the iire alarm system. 2. The fire dept connection needs to 1Qatiunal Standard Threads. 3. Sprinkler systems in excess or 100 heads neeci to have the flow an3 tamper switches supervised. 4. We would request that audible fire alarm horns nee3 to be installed to activate upon sprin}:ler flow. 5. Label all valves, tests and drains. CODE ANALYSIS COORS BREWING COMPANY BUILDING 29, GLASS PLANT CULLET RECYCLING CENTER GOLDEN, COLORADO PAGE FOUR 2. Seismic design protection is not required since Wheat Ridge, Colorado is situated in the 1,000 Zone per Factory Mutual Earthquake Standard 1-25 (See Attachment "E"). 3. Sprinklers will not be installed in the electrical room. 4. Since water supply to the system is nonpotable, no backflow prevention devices will be utilized. ~ i w I : ~ M m I g ~ I A l 1 0 ~I I ~ f I T o~ vE n 1 K :Z m m V ^ O I ` O m N ~ ~ 1 ~ ~ • o o W ~ SZ ~ ~ n ~ Q T ~ , I i ~ , . r„~~P4 Rhcyc7~i•na-CE e\ ~ : .a ~1 ~ - M ~ ) 0 D ± i w1 Q = p 3. A~ ! r Tm + (1~ 0 $ 2 O~ t ~ z O rw O ~ C N ~ ~ w V1 Q s r ~ J ~ o LN L ~ ~ o N Z Ko «v 4 ' ~ L ~ g ~ ( , o w r+ p ~ ^ = ~ ~ n ; e 1f , ~ I h N ~ = ~ ~ n D ! 1 A ~ 9 y N r wrC ^ ^ ~ ~ = n " r~ I L p o o ~ J J ! C ~ ~ • \ ' T w m 1 iz) 0 n z ts ~ P g 9, ~ as 1a t r G 1dp n . "L lo ra o 0 ~ i i Attachmen*_ "A" - - FairaarKS M.orse Pump Drvision =L1P.YE ui > ~ ~ u W Z < ~ ~ ~ LL. YLU d a ~ ~ a a W u.. r 19 W v PLMF MO. TFSTED: C"tilmd CenWci i ~ -c::- - - 5'AGES FOUR S:ZE.i1GUaE_ _ ftg~ 'pIVER TM=I00M I47E~, ER 1rv Di ; R.P.M.J.~~ T .~.~--r'...--~.:- ~ .~:LY-m. If1 mi LLS_ . ~ Il ~R...~i~ =k==-=~__ _.t.- . . . . - - - _ . . . _ ::i~=~: r s= - ~r! 1 I -L•':: ~ - ~ ~ ¢ W N Q J J < ~ il.~~ ~ ~1. ~~e~•1. ~~--Z'"...~..~J.~~• - - ~ _ _ . ~ _ _ - `i • " " ~•--_L!L7" ' ~ _T.__. - - . ---w ~ _ - - - - ~ ~ • . , . . ~ ---'-°-r-t _ . - . . - - - j ~ - : . ~ ___1:_- . - - ------1 - - _ - - - v-. ; - t i: . . ~ , = ~3-- I • . - - - - 1 i ~ - f. . _ t : I ~ - - - : , • - - ~ . . . ' ! ~ ~ . . ~ I . . , - ~ . _ . _ ' _ . . - ~ - • _ - =-n _ _ ~ . -r- __i[ Kc'?Io Coors Brewing Company,-Buildin Cullet ?tecycling Center, Go Attacnment "A" 29;-nass P1ant en, Colorado ~ a 0 O O H r O N C ~ w a T ~ O O w i° _ ie Nto 'y < ~ > 3N ~ 3 O M ~ v a C ~ ~ a 0 a ~ r 3 3 3 N ~ O O O ~ O O 0 T c i. C ~ ~ s ~ m ~ v ~ < i ~ ~ N 3 N N N A ~ A ~ ~ A1 N V OI fJ ID N ~ N (T m A Area of Sprinkler OPeration-rn2 Coors Brewing Company, Building 29, G1ass Plant Cullet F.ecycling Cen*_er, Golden, Colorado Attachment "B" Aree of Sbrinkler OPeraciorl-SQ ft N N V O O 0 0 O Table 5-2.3 Hose Stresm Demand and Water Supply Dunaon Requiremenb Total Combined Inaide and Harard Inside Hose Outside Duration in Classification (gpm) Hoee (gpm) Miautes light 0, 50, or 100 100 30 - Ordinary 0, 50, or 100 250 60-90 Extra Hazard 0, 50, or 100 500 90-120 For SI Units: 1 gpm = 3.785Lmin. Coors Brewing Company Building 29, Glass Plant Cullet Recycling Center Golden, Colorado Attachment "C" Tabie 6-4.4s x2zen-williams c valnes Pipe or Tnbe C Value' Unlined Cast or Ducrile Iron 100 Black Sceel (Dry Systems indudiag Preacrion) 100 Black Scecl (Wec Systems induding Dduge) 120 Galvanized (aII) 120 Plasric (Iisted}-AIl 150 Cement Lincd Cast or Ducdle Iron 140 Copper Tube or Stainless Sceel 150 ''Ihe authoriry having,jarisdicdon may recommcnd othcr C valurs. 1891 Editon Coors Brewing Company Building 29, Glass Plant Cullet Recycling Center Golden, Colorado Attachment "D" 1 -2S EARTHQUAKE MAPS Pa9B 2 - o~ I , rb kp A' O a T H ~ v 4 R Y a > n ~ ~.v..a ~ 2eM'!0 ~ 2aK l50 ~ ioa 1000 n v 9. fY M1N6 SON60F 1VEM4E E[.in= 4"MWAlE i11E W[xC1. Mun ewah w'f ~A' ~n.m+~. a um... • ~ap ur ~41 M C.K NXI M 1%4 ..y„se. 'm. x.r. u.u. pwow ~m NORTH AMERICA nn. .sq . , yn~ l~ Coors Brewing Company, Building 29, Glass Plant Cullet Recycling Center, Golde~n, Color~l Fig. 1. Eartnquake zones. Nor,h America, orengineermg pu sgs. Attachment "E" ~ ~ ~ J PEPMRNUYlEN B93#4803 r~ f P I 0 0 ~ ~ m m a'o o n m ~ m I" 3 n m o m m mm o ~ om o Q c m a °f 3 ' m ~ a m o ~ 3 ~ ~ m m c n w m ~ o 0 m c ~ a n ~ mm m F 0 c ~ o 0 0 ~ ) a m f r O 9 S m O r O ~ 2 ~ C D 8 m 0 M D 0 r m o ~ m D O ~ m Z !yp O ~ I~ ~ :9 0 O Z 1 D 1 O D n O O H N n 0 d ~ ~ r) rt w 0 d 0 f Z m n m ~ f Er 0 o mm3° ~ O m»w0 ~ N aQw3 m b7 mm ~m ^ ~ ~mm S m n < N 3n5 ~ ~ Y ~ o a ~omm n g0 mo H 0 0 ~ a o ~ m 3 `G o ~ n a a f A t1 ma~m m~~ como Y'0 y '^ma= °F~ M lJ o gm'~ o~= O m $a n 1~1 u nya~ 'w<1 ~ma n~ p am o C ~ C) ~ m o 'o mm°= 8 G) n om ~g~ Y m ~ m N agm ~ i, f m a a ~QO ro 0 ~ omo ~0 , E a a ~ m n ° ~ ~ o - ~o o p w O m m L J c ~ o3E 4 ~ ~ 00 g 5 O m F o lD o O= 5 m= -4 „ a . Er omo ~ 4D A J R a, 'as kl~y r ~ ~ - ;t : I ' ~ ~ ~ 1~ ~ 1 INSPECTIONS 'WILL NOT BE MADE UNLESS ` THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE m M r.jL--Amr INSPECTION RECORD (303) 2346M IOBADDRESS_10619 W. SOth Avenue BUILDING PERMIT N0. $93#4803 DATE ISSUED 6125/93 rvPE OCCUPANCY OWNER Coors Brewine Company CONTRACTOR Coors Constructi on SETBACNS FROM PROPERTY LINES: NORTH SOUiH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION D TE INSPECTOR Foundations 6 - ~ ~ - Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Con crete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work ~ DO WQUR Fb~',}OR~U~JIL ABOVE HAS BEEN SIGNED Rou h Electrical~ Rou h Plumbin 0 7 AirTest Gas Pi in Rou h Heatin & Ve il tion ~ ~o..vnc iuuuiiurrdrorrcea ~nor m rraminn ~nsnocrinn~ Framin ` Insulation Dr wall nailin Roofin Refri eration Electrical under round Final Electrical Fixtures 2 L Cf _i Plumbin Fixtures Heatin & Ventilation Landsca e & Parkin R.O.W. & Draina e / Fire De artment - Job Com leted 4~CUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED ' PROTECT THIS CARD FROM THE WEATHER DEPARTMENT OF COMhiUNITY DEVELOPMENT 7500WEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. ME94#5755 234-5933 P.O. eoxs38 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THH CHVEF BUILDING INSPELTOR AND RECEIPTED BELOW. ApPUCATION FOR MISCELLANEOUS P RMIT JOB ADDRESS la6 / J(/Vesf SOflr i¢ve . owNeR /ZS Bie~~/iNG C'O ~ CONTRACTOR e!?zW/.^S ~On1~NUC-~co~-r ADDRE55 ADDRESS Ga ld~~. &B/V PHONE ¢Z s- 7aF 9o Z I P CODE 1z' CITV +'9'~~ ZIP CODE LF-0¢*21 CONTRACT PFICE $ ~S 0V0 *«P j<9 Boo PHONE StZS- 7B5'7 LICENSE NO. '!t- ~~Z~ DATE TYPE Ground ❑ 1 Wall❑ ProiccfinQ❑ Otnw S a D Faoe SIGNS . 2. MATERIAL 3 II LUMINAT10N Ya❑ No❑ Type Tofal SQuon FNt EiKt Permif No . . 4. SET BACK FROM PROPER7Y LWE N (SOeeiIy whith is front ) _ ❑ 5_ E ❑ - W ❑ ❑ . Zons_ . Apprwed,2one Ina"eta Di3apprwM 1. TYPE Solid❑ Mort Than BO% ODanO MATERIAL ? Less Thon 80% Open Hoipht FENCES . 3. SET BACK FROM PROPER7Y LINE N (Specify which ie }ront) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ ApprwW,2onslnspeeta DiaapProved 7 OTHER 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE,SI6N,OR OTHER STRUCTURE,GIVII:o .7ISTANLES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) ~ SPECIFY NORTH STREET N4ME SHOW DISTANCES FROM THE M41N BUILDINfi TUADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LOTS, S110W Lceer DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR pVERAGE DISTANCE. ApPLICATION FOR PLUMBIN • ELECTRICAL;~AECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE IN IQr UPON VALIDATION BYTHE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT $TARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. 4k-1pZO PLUMBING PERMIT STATE LICENSE N0. i!F~.~'! MECHANICAI. PERMIT ALUMINUM WIRE UNDERSIZE 8 ILLEGAL N p, FLOOR WATER CLASET BSM I5T 2ND 3R0 4TH N0. FUELCirU*OM GN011 ElaSda/ FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-8N LIGHTING SINK OTHEfi HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WA7ER HEATER Refri eront Gou UTILI7Y(RAN E,DISPOSER,ETC) AUTO. WASHER Poundf CMr • FIxTURES $2C DISH WASHER AUTOMATIC SPRINNLER SYSTEM WIRING MO 5 8 CONT LS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARI(S ~ EL~GTie/CA-L 001117"LS &CG[LOlNS EVACLlATZOit! SyS7~7L ,t~.cF',~.r?,ca,v',C /'~JnaC' /~/1.dGJG~tI~S ~ CB29G~JD20 ~~te~s - PERMIT FEE e fhat thie apDlica- ocknowled b I M Q re y tion u conett and understand thot I USE TAX Cannoi start this projett until thia oppli- cotian is opprOVed. I shall comply wifh TOTAL FEE fM laws oi the Sfo1e ol Colorado and to ths Zoninp Repulationa ond Buildinq APPROVEI Code af tne Gty of Wneat Riepe. nny DISAPPROVEI violation of tne above terme win cause CHIEF BUILD immediale revocation of ihis permit , NOT VAUD UNLE55 RECEIPTED , ~ ~6i6vd c/ _ (y/.[. !t i.~n lrn ,City of Wheai Ridqe Date Issued U ~ I'eanu 3~ mw.. CALL 234-5933 24 HOUf7S IN ADVANCE FOR IhSR[CTIONS DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST29thnVENUE BUILDIN6 INSPECTION DIVISION PERMIT N0. Mp94#3602 234-5933 P.O. soxs38 CITY OF WHEAT RIDGE, COLO. TNIS PERMIT VAUD ONLY WNEN SIGNED BY THE CMEF BUIIDING MSPECTOR ANC RECEIPTED BEIOW. DPRMIT JOB ADDRESS 0 6/-/ 1-0 s0 ~ CONTRACTOR M A 12Q!A F7 Lbw/t7/1 p,CT2/S ~~/G• ADDRE~SJS SV51O /YIA126114-G4 <T ~7 CITY f1614 llFl 21P CODE SDOO Z PHONEyf yU LICENSENO. /7a~5 1. TVPE GrounC ❑ 2. MATERIAL SIGNS FENCES OTHER 3. ILLUMINATION Yes❑ No❑ 4. SET BACN FROM PROPERTV LINE N_ : (Speeily whieh ie front ) ❑ 1. 1YPE Solid0 Mon Than 80% MATERIAL 3. SET BACK FROM PROPERTY LINE whicn is f,on,) Woll OWNER " ~ - ADDRESS ~ SO PHONE ZIP CODE 24[.R.-+- CONTRACT PRICE $ .37 ~119 DATE 2" 2 3251 ProiecfinpEl ntM•• c...nc... I 3 e_ w_ INSPECTION TICKET ❑ C JOB C~ ~1~ Lns Thon ADDRESS ~ N_ 5_ E_ W- ❑ ❑ ❑ C 3. DRAWSKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHERS?RUCTURE,GIVthv' (SETBAGKS OR PROJECTIONS INCLUDED) N,t i ~ Y DATE: BLDG. PERMITN PERMITB BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF If INSPECTIO REMARKS STREET NAME W.R. FORM 6-19 SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING NOUSES, STREETS, AND I DISTANLE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. L APPLICATION FOR PLUMBING; ELECTRICAL; THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION OIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WOPK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0 2 7 STATE IICENSE N0. . ALUMINUM WIRE UNDERSIZE 8 ILLEGAI FLOOR BSM IST 2ND 3RD 4TH NQ Propais ElxSdar dl ~ WATER CLASET B ORCED Alq - TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TU8 STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING -BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SU6-LIFCUITS WATER MEATER Relri srant CwW UTIUTV(RANGE,DISPOSER,ETC) WASHER PouMs CAOr e ASHER AUTOMATIC SPRINNLER SYSTEM FIXTURES WIRING MOTORS 9 CONTROLS 4 DRAIN ELEVATOR SIGNS om t e. S A-r G`} ADDITION TO OLD WORK MOTORS OVER I MP FIXTURES I Mreby ocknowledQe thot thia apDlico- fion u torrect ond understond that 1 connof ftort ihis projtlct until this oppli- cation is apOroved. I sholl comply with fhs lawa oi the Slote ol Colorado and to tAe Zoninp ReQulations ond Buiidinp Code of the City of Wneot RidQe. Any violalion ol tAe obove terme will cause immediale revoc t , on of fnls vermii Aoolicanu sianamn PERMIT FEE 3 S- SZ~ NOT VAIID UNLESS RECE (~06aS usE Tax TOTAL FEE APPROVED DISAPPROVED CHIEF BUILDW 1 ECTOR,City of Wheat Ridqe Date Issued L Z-/ ^ q V CALL2345933 24 HOURS IN ADVANCE FORINSPECTIONS ~ INSPECTION TICKET JoB I,./ ADDRESS 1 /10~ DATE: ~BLDG. PERMIT# ( _ PERMIT# BLDG DATE INSP. REQ. TYPE OF INSP. Kj~~~~-~ ' INSPECTION MADE REMARKS Uv~ fu INSPECTION TICKET JOB DDRESS ( o N.i DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. \i-0~- SUBCONTRACTOR DATE INSP. REQ. TVPE OF INSP. INSPECTION MADE 7,-q ~-y REMARKS D"< ~ z W.R. FORM &19 / INSPECTION TICKET doe 1 C, C~ l~t C,J SZ~~i~. ADDRESS , V~ ()aV DATE: -10 ~ BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR - G C~ V11 DATE INSR HEO. LA TYPE OF INSP. INSPECTIONMADE REMARKS -,L,I ~ INSPECTION TICKET JOB ADDRESS /S `73 DATE: 6`3.."~ Y BLDG. PERMIT# a9° 3 PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSR P` i i,/3 e5 INSPECTION MADE REMARKS W.R. FORM &/9 f~ SN01103dSNl k10zi 3pNVA0V NI S!IlIOH 6Z panssl 9400 ~ •,^~oue,s •,~=~„a EE646EZ ~~yp / . ~l ?y y" ' abpia yoayM 1o4U0 180103dS Nlpllft8 ~31H~ v 14 on°' Yl01PiWl i0 a w n 8S86iC L ~ 03n0addVS10 43 snoo iiiM c a FUV aeCi vi lo uoi~u~o o4 o o tl 10914M lo Apo oVl o a hh-/ ~021ddV ) pa ! Ou!PonB Puo tuoi401 n6ay pwuoZ 04 o! 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N01103dSNl dSNI =10 3dA1 ut q-P - '03H 'dSNI 31V0 tit) ~"J H010Vil1N009f1S (0317f11ON1 SN01193POild !JO S)I:)VBI3S) IAI0'38f11of1M1S 213H10 80'N9IS'30N3.1 3H1 'M013B MOHS yp HO13HS MV!!(I 'LilNO~ '~JOl9 1 MlIWli3d #llWkl3d ''JOl9--~- :31V0 £ Z a3H10 $~71hb2J _c1 tc _ ❑ ❑ I1 1( ! 4214M Fjioadg) I M 3 S N 3NIl AlM3d021d WOazf )Qyg 13S £ nSS3HOOtl ❑uoEp %08 uoyl o.oW lVl!l31VW 'i S3~N3d M " " / 90P ~ OPIloS 3dA1 'I Lj ( luo-1 ci yoiyM 6~ioaCg) ~ 3 S--N 3N11 A1613d0!!d W021j NoVB 13S 9 ql 13)I3I1 N01133dSN1 oaAl ❑oN [1eoA NOIlVNIWfllll 2 SN9IS U_.,.owad C]I10M lVRl317W 2 ~ PunaD 3dAl 'I 3J'dd "QN 3SN3~Il 6 _ 5_~'.Y~ 3NOHd fj S 30I8d 10Vl11N00 300~ dIZ 3000 dIZ 40&PAM ON liw83d 3NOHd ')~V('N Allo SS380OV SS38QOV - }~OlOHy1N00 ~S c7~ , 1i3N~dNap,/ -1 03 PASS3ki00V 80f 11Wa3d Sf103Ny TIW a0I NOIlVDIIddV MG138 031d13932/ UNV tl01D3dSNl 9NIQ1If18 i3!H03H NOIS~AIp3N011Z)3 SNI 'JNIQM8 1N3WdOl3A3a ,111NfiWWOo -i0 1N3W18yd3a AB 03N916 N3HM AlNO Oll_ y~ DW3d aes xoe 'o d sess-vez 3f7N3At+ 416Z 1S3M 005L 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVEIOPMENT 237-6944 EXT. 255 P.O. BOX 638 BUILDING INSPECTION DIVISION PERMIT N0. B93#4803 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED 8Y THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTION TWO SETS OF BUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION BUSINESS NAME CnOR4 73RFW7NG (.'OMPANV ADDRESS 10619 W 50th Avenue Wh2[Zt2'2c2'qB, CO . 80033 OF DEED AND IMPROVEMENT SURVEY PZease reference to encZosed site plan FB2902002 SHT. 1 FB2904002 - GeneraZ Arrangements FB2909002 - 6tructural ~ SPECIFV NORTH STREET NAME Mi 7.7.or (CIRCLE FRONT) N E0 W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND VROPERTY LINES ON ABOVE SKETCH~ SHOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. OWNERS NAME Cnors BneiJ272a COn7pG[ny LEGAL DESCRIPTION CONTRACTOR COOY'S Constrzection Lic. No. 16488 METES AND BOUNDS DESCRIPTION ATTACHED, SPe PID AnlBYEdm872t ADDRESS PHONE 279-6565 AppRESS.~~~('l U) SZ tAC'4'ZUwg. FG1002005 CITY 007(7an YCn ZIP CODE80401 LAT N0. BLOCK N0. TQZma2' rnduStFILING NO 3 LOTWIDTH 2.98 DEPTH 7RO AREA SUBDIVISION INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTIN& CurbBGutter_SfreefPovinq-Water_Sewer-StormDrainaqs- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW E%ISTING: YES x'.NO- ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES_NO~.. OCCUPANCY TunP. V(SprinkZeY') E%TERIOR MATERIALS! WALLS MetQZ ROOF M2tQZ STORIES 1 UNITS REMARKS~ See attached MTA Zetter OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT PERMIT FEE ~ ea*-t C I hereby certify ihof the above setback distances shown on ihis peimit upplication are aCarate, and do not violate asements or restrictions of re- n N f h Cit f Wh t Rii USE TAX tfib qe or cove a S, e f y o ea e applicoble ordinonces, rules or regWations o i b ll F 8 ' y a de cord; ihat all meosuremenis shown, und ullegations made are accurate; thaf I have read and ogree to aD TOTAL EE y7 y I conditions printed on fhis apPlication, and ihat I ossume full resDOnsibility for compliance wiM the Wheot Ridqe NOT VALID UNLESS RECEIPTED , for work under this permit. t7Ridge ordin/a n-ce s Building Code (U.B.C.) and all other applicable Wheu g~Slh(E5S ~~~~~N ~ e ~ DATE s' ~9IQ3 (OWNER)(CONTRACTOR) SIGNED Z BUILDING DEPARTMENT USE ONLY ,~rysy SO.FT COST BASEMENT-ROUGH - THE PROPERTY LOCATED AT 70619 W. S f~O BASEMENT-FINISHED IS PRESENTLY ZONED PjD { 4 ~ GROUND FLOOR 42. 200 THE PROPOSED USE (X-IS) (_IS NOT) ALLOWEb UNDER THE ZONING ORDINANCE. ~ Mff&FLOOR 7,980 COMMENTS~ PID All]BttCI777872t approved by C2t'G COt(YGCZZ GARAGE MCLZ/ 10 1993 OTHERRCl2Z UttZOCCCZ272a 7.700 BUILDING COST $ See attached Zetter ~ OTHER ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT $TATE N0. CITY N0. STATE N0. CITY N0. CITY N0. PLANS REVIEWED (-0K)(-NO70K) PLANS REVIEWED (-OK)(-NOT OK) PLANS REVIEWED-(-OK)(-NOTOK) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT PERMIT ISSUED TO PERMIT ISSUED TO PERMIT ISSUED TO PER REQUEST AS PER PLANS NO PER REQUEST AS PER PLANS N0. PER REQUEST AS PER PLANS N0. AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MYOFFICE AS APPROVED AND ON FILE IN MYOFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR DATE CLEARED BY DATE CLEARED BY DATE CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR BY BY BY DATE DATE DATE CONDITIONS: (I) THIS PERMIT WAS ISSUEO IN ACCORDGNGE WITM THE PROVISiON5 SET FONTH IN YOVR APPLICATION AND IS SUBJECT TO TME LAWS OF THE STATE OF COLORRUO ANp TO THE 20NING REGULATIONS AND BUILUING CODE Of WHEAT RIDGE, COLORADO OR FNY OTNER APPLICABLE ORDINANCES OF THE GTY. (2) THIS PERMIT SHALL EXPIRE IF (p) tME WONK AUTHORIZED IS NOT COMMENCED WITHIN SI%TY (80) DAYS FFOM ISSUE DATE OR (B) THE BUILDING AUTHORIZED IS SUSPENDEU OR ABNNDONED FOR A GERIOD OF 120 ONYS. (3) IF THIS PERMIT E%iIFES, N NEW PERMIT MAY BE AGpIIIRED FON A FEE OF ONE-MPLF TME AMOUNT NORMpLIY XEDUIRED, PROVIDED NO CHANOES HpVE BEEN OR WILL BE MiDE IN THE ORIGINAL PL/NS AND SPEGIFICATIONS AND ANY SUSPENSION ON ABPNDONMENT NAS NOT E%CEEDED ONE (I)YEAR. IF CHANGES APE MADE OR IF SUSPENSION Ofl ABANDONMENT EXCEEDS ONE (I) YEAR, FULL FEES SHALL BE PAIO FOF A NEW PERMIT (1) NO WORN OF ANY MANNER SHALI BE DONE THAT WILI OBSTRUCT THE NATURAL FLOW OF WATER GAUAING A DRAINACE PflOBLEM. (S) CONTRACTO IALL NOTI TME 9WLDING INSf'EGTOR TWENTY-FOUN (241 HO ~RS IN ADVANCE FOR L INSP CTIONS AND SHALL RECEIVE WNITTEN PPPROVAL ON INSPE 10 CARD B OflE VftOCEED IG V fiH SUCCESSrvE PHASES OF T'JOB. i I Q PROVE ~ CHIEF BUILDING INSPECTOR FOR MAYOR DEPARTMENT OF PLANNING & DEVELOPMENT REQUEST FOR PUBLIC WORKS REVIEW > 1 Date: Case/Building Permit No. ~ Location: (,()-~Z7 Please review the attached materials submitted in application for approval of a , and indicate your decision on those items ctieck below, and please add any other comments which you may have under number 16. 1. p Boundary C1c 2. L7 Area: 3. C! Drainage: a. Drainage b. Drainage c. Drainage be: )sure :CA OK ~1 Not Acres plan (and report) ne, Plan not needed rJ provisions have been d OK M Not OK; refer to Stipulations Square Feet ?ded Q reviewed and are found to OK; refer to Stipulations 4. O Legal Description: ED OK C:lNot OK; refer to Stipulations If not okay, please explain: 5.Cfd"Public Improvements: a. Street Paving needed Y b. Curb & Gutter needed Y c. Sidewalk needed Y~ d. Street Lights needed Y e. Storm Sewer needed Y f. Escrow required Y~ If Escrow required, for what improvements? In what amount? 6.i-i Development Agreement required Y N if Yes, for 7. Ci All necessary documents have been initiated by Public Works and are attached hereto: 8.c! Is a traffic impact analysis and report required? Y N 9. i7 New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended: 10.1--l All existing dedicated roadways and alleys meet the standards of the City: If no, which do not and what is requested: All existing and proposed dedications have been reviewed and found to b: m OK ED Not OK; refer to numbers 8& 9. 12.~ Approval: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. ~ (5 Ar ~izd /q3 Signat r Date/- 13. O The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Da 14. o Stipulations attached: Yes No 15. O DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 16. Summary Comments: ~ ~rmlyLa ,~A A . ~ . . . ~ i ~ ~ rev.01/89 7500 WEST 29TH AVENUE P.O. BOX 638 The City of WHEAT RIDGE. CO 80034-0638 (303) 234-5900 c~heat City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRidge June 25, 1993 Scotty Mitchel Coors Brewing Company Coors Construction 10619 W. 50th Avenue Wheat Ridge, CO 80033 Dear Sir: Listed below is the breakdown of the fee for the glass plant: Building permit fee: $ 4,117.00 Use tax on construction: $20,088.00 Total: $24,205.00 Upon payment of the fee, the building permit is ready for issuance. if you have any questions, please call. Sincerely, JbHn W. Eckert v'~ Ca Building Inspector C, a, „e,i,,,v., -Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3•D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 June 1, 1993 Mr. Jack Prose, Chief Building Inspector Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO. 80034 RE: Coors Glass Building 29 Cullet Recycling Center Dear Jack, We have reviewed the plans for this building and have the following comments. 1. All-weather fire dept. access roadways, minimum of 20 feet of unobstructed width, capable of supporting the imposed loads of fire apparatus need to be installed prior to above grade construction. UFC 91 10.204(a),(b) 2. "No Parking Fire Lane" signs shall be posted on both sides of designated fire lanes. Signs shall meet City of Wheat Ridge Standards. L7FC 91 10.206. 3. A fire hydrant shall be provided to within 150 feet of a fire department connection serving a sprinkler or standpipe system. UFC 91 10.403(a). Amended. 4. The building number shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers. UFC 91 10.301(a) Amended. 5. Exit doors in Group B, Division 2 Occupancies that are provided with a key locking device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS". Signs are available from the Fire Dept. at No Charge. UFC 91 12.106(c). 6. Provide emergency lighting by night light or battery pack units. UFC 91 12.110(a). 7. Submit a minimum of three (3) sets of sprinkler system plans and hydraulic calculations for review and comment prior to work commencing. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 91 10.503. Page Two 8. The fire department connection shall be installed a minimum of 36 inches above finished grade. UFC 91 10.506. 9. Hose threads for the fire department connection shall be National Standard Threads. UFC 91 10.506(a). 10. Sprinkler systems over 100 heads shall be supervised by an approved central, remote or proprietary service. UFC 91 10.508. 11. Fire extinguishers shall be a minimum of a 4-A rated, 10-1b ABC dry chemical units. The required number and locations shall be determined prior to the final inspection. UFC 91 10.501(a). 12. Electrical rooms containing the main electrical disconnect shall have the doors labeled on the exterior "MAIN ELECTRICAL DISCONNECT" in a minimum of 1 inch letters on contrasting background. UFC 91 85.110 Amended. 13. Any code requirements arising from construction. 14. Twenty four hours notice required for all inspections. Sincerely, Arvada Fire Protection District S£ev~~igle er Deputy Fire Marshal 7500 wESr zgth AvENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 Exr. 255 a.o. eox 638 BUILDING INSPECTION DIVISION PERMIT N0. B93#4858 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALiD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTION TWO SETS OF gUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION BUSINESS NAME f C(J2S pDDRESS ~~r~~01 ~ I ~(J~ ja(Jc= COPY OF pEED AND IMPROVEMENT SURVEY REOUIRED REAR PROPERTY LINE w ? w J ? r y 0 0 a ~ w a 9 w N ~ N FRONT PROPERTY LINF ~ SPECIFY NORTH STREET NAME (CIRCLE FRONT) N E S W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. OWNERS NAMEnl~CJI~-S CG LEGAL DESCRIPTION CONTRACTORi--C~ Conr~~r~2~~T~a~,c. No._ 8096 METES AND BOUNDS DESCRIPTION ATTACHED ADDRESS -''-+~~SI) 14~C'~ 1ZC4 PHONE ~LI-(p43~'{ ADDRESS ICJn/g I ~Q~ J,jJE GTY ~i~v14(I A- ZIP CODE gt'902 LpT N0. BLACK NO. LOT WIDTH DEPTH AREA SUBDIVISION FILING INDICATE 7HOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW ExISTING; CurbBGutter --'SlreetPovinq=Wofar '$ewsr=5lamDrcinoqs= HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING: YES_N0= ARE THERE ANV SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES_NO OCCUPANCY_ ~'2N ~.~TG77t~iF Ixel ~FVy}Zq~~(p~= EXTERIOR MATERIALS+ WALLS STORIES ~ UNITS avUnovc. f~Di=-E-w,i...G_..__.~ . OWNER / CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thof ihe abave setback disfances shown on this permif upplication ore uccurate, nnd do not violote applicable ordinonces, rules or regulofions of ihe City of Wheat Ridqe or covenanis, easemenis or restric}ions of re- cord; fhot oll measurements shown, ond alleqafions made are occurate; ihat I have reud and agrae to abide by oll conditions prinfed on }his application, ond ihot I ossume fu ponsibility for campliance with the Wheat Ridqe Building Code (U.B.C) ond all ofher opplicabl eot Ridge r ancesyy~~qo~r ~work under ihis permit. (OWNER)(CONTRACTOR) SIGNED DATE Z??-07' pL" A"ROOF MF70C ~4W(/EC. 777X 3y/ PERMIT FEE USE TAX TOTAL FEE $ o7 `1 y SO.Fi COST BASEMENT-RW6H THE PROPERTY 10(flq R~ - ztw _ LOCATED AT BASEMENT-FINISHED IS PRESENTLY ZONEDLED yvw'" Gr~j GROUND FLOOR X ~r THE PROPOSED USE 1S) (_IS NOT) ALLAWED NDER THE ZONING ORDINANCE. SECOND FLOOR GARAGE COMMENTS: ~ OTHER DTHER BUILDING COST f O U 0 0_ O d ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE N0. CITY N0. STATE NO~',71-3 3 CITY N0 PLANS REVIEWED (_OK)(_NOT OK) . PLANS REVIEWED (_OK)( NOT OK) CITY N0. PLANS R ~ _ EVIEWED_ (_OK)(_NOT OK) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED ~ PLANS NEEDED PRIOR TO ISSUANCE OF PIANS NEEDED PRIOR TO ISSUANCE OF PLANS N ELECTRICAL PERMIT EEDED PRIOR TO ISSUANCE OF ~j PLUMBING PERMIT MECHANICAL PERMIT PERMIT ISSUED TO PERMIT ISSUED TO L7NR''Ny CO PERMIT ISSUED TO L~ PER REOUEST AS PER PLANS NO PER REOUEST AS PER PLANS N0. PER REpUEST AS PER PLANS NQ AS APPROVED AND ON FlLE IN MY OFfICE AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON F ILE IN MYOFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CIEARED BY CHIEF BUILDING INSPECTOR CFIIEF BUILDING INSPE TO CHIEF BUILDING INSPECTOR DATE CLEARED BY _ DATE CLEARED ~ BY CHIEF BUILDING INSPECTOR CHIEF UIL S DATE CLEARED BY TOR CHIEF BUILDING INSPECTOR BY BY . / BY (1) THIS PEFMIT WpS ISSUED IN GCCONOGNCE WiTH THE PROVISIONS SET FOFTN IN YOUq APPLICATION AND IS SUBJECT TO THE LAWS Of THE STATE OF COLORADO AND TO THE 20NING REGULpT10N5 AND BUII.DING CODE OF WNEAT qIDGE, COLORADO OR ANY OTHER qPPLICABLE ORDINANCES OF THE GTY. (2) THIS PERMIT SHALI. EXPIRE IF (p) THE WORK qUTHORIZED IS NOT COMMENCEO WITHIN SIXTY (60) DFYS FROM ISSIIE DATE OR (B) THE BUILDING AUTMORIZED IS SUSPENDED OR ABANDONED FOR A PEqIOD OF 120 DAYS. (3) IF THIS PEFMIT E%PIRES, A NEW PERMIT MAY BE ACOUIRED FOfi A FEE OF ONE-HALF THE AMOUNT NORMALLY REpUIREp, PflOVIDEO NO CHpNOES HAVE BEEN Oq WILL BE MADE IN THE ORiGINAL PLANS ANO SPECiFICATI0N5 AND ANY SUSPENSION OH ABANDONMENT MAS NOT E%CEEDED ONE(I) YEAR. IF GMANGES ARE MpDE OF IF SUSVENSION OR ABANOONMENT E%CEEDS ONE (UYEAR, FULL FEES SMAIL BE PAID FOF q NEW PENM~} (4) NO WORK OF ANY MANNER SHALL BE DONE THAT WILL OBSTRUCT THE N4T~L FLAW OF WATER (5) ING A DRFINAUE PROBLEN. ONNNSPETO~ I J CAlJ(SBEFORE GROCEy,~ING IW TvH SUCCESSNP Pqe00R~~24 Uurt,S~IN ADVANCE F IpSppCT10N5 AND SHALL IiECEIVE WqITTEN PPPftWqI II DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION 237-6944 EXT. 255 P.O. eox 638 CITY OF WHEAT RIDGE, COLO. PERMIT N0. ME93#5643 THIS PERMlT VALID ONLY WHEN SIGNED BY THE CHIEF BUiLDING INSPECTOR AND RECEIPTED BELOW ION FOR MISCELLANEOUS PERMIT JOB ADDRESS ["~P~' 7ICAT OWNER 15 a~wll.)Co c ooA PA ti)''? - CONTRACTOR QuJJAL.ECTKIC CnM1'IPAN,~ ADDRESSMAIL 'M* Rk %IL_2~(2(' CC-) ADDRESS 3JS Sitf_2IC>AJ Pr+oNE 303 - 772 -(,~.5~ 7 ziP cooe CITY LAKfJ.-)L7 CO ZIP CODE n~ 261 CONTRACT PRICE $ PHOf:E Z33-49g`W LICENSE NO.17 Icl Projeci[ ' sicr FENf OTH DF SF INSPECTION TICKET JOB JOB ADDRESS _ l o V 1"I WJ U llv~yl ❑ ADDRESS I O~~ C1 W' SZJ CiVI V~-~ N Lens INSPECTION TICKET µ DATE: BLDG. PER ~ M ~ DATE: ~t`~1~ BLDG. PERMITN PERMITM BLDG. CONTR. VV>1 ~-V~ b XJ-2- SUBCONTRACTOR DATE INSP. REO. -a'q 7YPE OF INSP. 'lC - ~ INSPECTION MADE REMARKS W.R. FOHM 619 PERM 1T8 BLDG. CONTR.&A ;TURE,GI SUBCONTRACTOR ( LINE DATE INSP. REQ. 4`,) I -c) Y LINE TYPE OF INSP. • ` - INSPECTION MADE REMARKS / W.H. FORM 619 ` ,TREETS, i TANCE. ! APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLV UPON VALIDATION BY TME BUILDING INSPECTION DIVISION. vaauiT WiLt. E%PIRE 60 DAYS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITHW THAT TqAE. . ELECTRICAL PERMIT STATE LICENSE N0. A 19 PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZEBILLEGAL FLOOR BSM IST 2ND 3RD 4TM N0. lll FUEUCircle0ne6aaqlPropaneCoolElecSolar N0. WATER CLASET FORCED AIR - BTU ~I TEMPORARY METER WASH BOWL HOT WATER - BTU R NEW SERVICE - AMPS BATH TU8 . STEAM - BTU J~ CHANGE SERVICE-AMPS SHOWER AIR CANDITIONING-BTU {F LIGHTING SINK OTHER ~ HEATING GARBAGE DISP REFRIGERATION SYSTEM ~ POWER SU8-CIRCUITS WATER HEATER Rafri erant Group UTILITY(RANGE,DISPOSER,E7C.) AUTO.WASHER Pounda Chor e Lit i FI%TURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM .Q WIRING MOTORS 9 CONTROLS FL.OOR DRAIN ELEVATOR SICaNS URINAL z TRANSFORMERS 9 RECTFIERS ADDITION TO OLD WORK SEWERS OTHER j MOTORS OVER I HP TOTAL FIXTURES e ihot }his applico- wled k b PERMIT FEE ~ ~ NOT VALID UNLESS RECEIPTED ~1 rS384 q no I here y ac , tion is correct and underetond that I li- thi i USE TAX pZ 8~n~~q l s oDP cannof afart this project unt cotion is approved. I snall comply with ~ TOTAL FEE L~~~L~~, ~9 53 ihe laws of the State ot Colorodo and to fhe Zonina ReQulofiona and Buildinq APPROVED Code of fhe City oi Wl+eat Ridqe. Any DtS*~MME~ ~ violotion ot the obove terms will cauae CHIEF BUILDIN SPECTOR,City of Wheat Ridge immediate revowtion of ihia permit CALL 237-6944 EXT. 255 MAYOR 24 HOURS IN ADVANCE ~ INSPECTIONS ~ ~ FOR Date Issued pVOlicm T sionatun ' jZQ~Cre.w-(sz- ISId~ PR-.-m«J # 18534 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 291h AVENUE BUILDING INSPECTION DIVISION PERMIT N0. FWMA6M 237-8944 ExT. 255 P.O. BoX 638 CITY OF WHEAT RIDGE, COLO. ME93#5181 THIS PERMIT VALID ONLY WHEN SiGNED BY THE CHIEF BUIIDING INSPECTOR AND RECEIPTED 8EL'JW. 1I/ APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS ~06_~~~ ~ Sfl~ ,Ae OWNER ~!~r5 Ri'e.WM9 / Oriia~Hu CONTRACTOR n (..L1or3 C~Q195T1-PCLGi/ G..VOh -~~2.cyi^/cd.C_I ADDRESS C~~ ONE ZIP CODE O OI PH ADDRESS o~ I CITY /~9/~e~ZIP CODE o ~~1 CnNTRACT PRICE PHONE '~2S 7657 IICENSE NO. 1. TYPE Ground 1. TYPE 4. MATERIAL 12. MATERIAL Totol SQuote SIGNS 3. ILIUMINAT10N Yas❑ No❑ Type 4. SET BACK FROM PROPERTY LINE N_ 5_ E_ (Soetifv which ie fronf ) ❑ ❑ 1 FENCES Mora Than 80% 3. SET BACK FROM PROPERTY LINE OTHER IZ 3. whieA ia tront) WoIIU ProiecfinpU Other SorDFOet N_ S_ E_ ❑ ❑ E DRAW SKETCH Oit SHOW BELOW,THE FENCE,SI6N,OR OTHER STRUCTU) (SETBACKS OR PROJECTIONS INClUOED) STREET NAME SHOW OISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STRF DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR AVERAGE DISTAN APPLICATION FOR PLUMBING; ELEC THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATEC PERMIT WILL EXPIRE 60 DAYS FROM MTE OF ISSUAM INSPECTION TICKET JOB DDRESS L~-Zi~cO ~J~W~JIT%_J ~ "h DATE: BLDG.'PER IfN PERMITN BLDG. CONTR. ~ SUBCONTRACTOR ~ W1 DATE INSP. REQ. TYPE OF INSP. - ~ ~ INSPECTION MADE REMARKS / ~ V W.R. FOHM 619 ~ ISION. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUMINUBAWIR£UNDERSIZEBILLEGAL FLOOR BSM IST 2N0 3RD 4TH NQ FUELCIrde&GoF011AOpwe ElxSdar Np, TEMPORARY METER WATER CLASET WASH BOWL FORCED AIR - BTU HOT WATER - BTU NEW SERVICE - AMPS BATM TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR GONDITIONING-BTU 2 LIGHTING SINK OTNER 2 HEATING GARBAGE DISP REFRIGERATION S'ISTEM POWER SUB-CIRCUITS WATER HEATER Retri sranl Group UTILITY(RANGE,OISPOSER,ETC.) AUTO. WASHER PowMt Char s FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 8 CONTROLS FLOOF2 DRAIN EIEVATOR SI6N5 URINAL TRANSFORMERS d RECTFIERS SEWERS / ADDITION TO OLD WORK P EL OTHER MOTORS OVER I HP TOTAL FI7(TURES I hsreby aeknowlsdqe thot this apPlico- tion is eorrect and undarstond ihaf I eonnof start this projett until this aDpli' eation is aDProved. I ahall comply with tha lows of Ihe State ol Colorado and to ihe Zoninq ReQulotions and Buildinq Code of the City of Wheaf Ridpe. Any violation of tAe above terma will cause immediote revocation of this permit. PERMIT FEE USE TAX TOTAL FEE APPROVED DISAPPROVED CHIEF BUILDIP of Wheat Ridqe Date Issued 4 - L i C, 3 NOT VALIO UNIESS RECEIPTEO 7s /O ~ <7~ £ CAL1237-6944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS 1M. sio"t.1. DEPARTMENT OF COMMUNITY DEVELOPMENT Yti 4 2-- 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 3 237-6944 EXT. 255 P.O. BOx 638 CITY OF WHEAT RIDGE, COLO. 5 y TNIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLIC TION FOR MISCELLANEOU$~PERMIT JOB ADDRESS /C~~ / (,~✓~s 1" .5~' ~ V F. OWNER ( ~~'~'S ~E"~`~i~,'G- CC~M~/JN Y coNrancroa l~:r~r.5 Cci~s11'uc c.~ nooaess GCLOCn' C°OIG~ ADGfiES~S PFIONE 4~7s~ C ZIPCODEQ.L_Lt`L_ CITY~1 fLLL - ZIP CODE L~ %ONTFACT PRICE $ 901!:d' PHONE LICENSE NO. ~ 1. TYPE Ground ❑ Woll❑ Proietlin0❑ 01her S or 0 Faee 2. MATERIAL Tolal Squore Fnf . SIGNS ILLUMINATION Yea❑ No❑ 3 Typs Elwt Par mil No . . . 4. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ ApprovW,2one Inspeeta (SDecifY which is fronl) ❑ ❑ ❑ ❑ Diwppraed 1. TYPE SolidO Mort Thon 80% ODan❑ Lest Thon 80% Open MATERIAL HHpM FENCES 3 SET BACK FROM PROPERTY LINE N _ 5_ E _ W Zme_ Approved,Zons Inspeeta (Specify whieA ie tront) ❑ ❑ ❑ ❑ Diaa00rovad L - -.d9 J trz-c C -'f? - OTHER ~ ~ / ~ ~ ~ ~ ~ DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVih'u DISTANCES FROM PROPERTY LINE . (SETBACKS OR PROJECTIONS INCLUDED) ~V S 1? 1~ , Lt'CCC;F11P«s~dlY~q e-t,~~ - Ne~ pav„~k~k n e ~ d P ❑ ~ STREETNAME i I vF' ~ y ~ _ > ~ ~ \ ~ ~ SPECIFY NORTH SHOW OISYANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTV UNES;ON IRREGULAR lATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERA6E DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WIIL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PL-:RMIT WILL EXPIRE 60 DAVS FROM DA"fE OF ISSUANCE !F WORN IS NOT STARTED WITHfN THAT TI&E. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBIN6 PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDFRSIZE B ILLEGAL PLOOR BSM 15T 2ND 3RD 4TM NQ FUEUCirt9e0ne GoidlPropans EbeSolm pp, TEMPORARY METER NEW SERVICE AMPS WATER CLASET WASH BOWL BATH TUB FORCED AIR - 8TU HOT WATER - BTU STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CANDITIONING-BTU LIGHTIN6 SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Refri eronl &oup UTILI7Y(RANGE,DISPOSER,ETC) AUTO. WASHER Pounds Char s FIXTURES DISH WASMER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVEF I HP TOTAI FIXTURES REMARKS I hereby ocknowledqe ihot this oODlica- tion i6 correct and understand that I cannof atort this project until this oDPli- cotion ia approved. I shall comply with iha lawa ot the State oi Colorodo and to fhs Zoninp Requlations and Buildinq Code of the City of Wheaf Ridpe. Any violation of the above terme will couse immediate revocation of this permil olieanu i0netura PERMIT FEE USE TAX TOTAL FEE ~ i CHIEF BUILQ)9G INSPECTOR,City of Wheat Ridqe Date Issued / / / T VAIID UNLESS RECEIMED f* S/6 v02 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 wEST29thnvENUE BUILDING INSPECTION DIVISION PERMIT NO.M93#18826 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL'JW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS O~ nA~ ~.I e=~L'~n ~v F OWNER CONTRACTOR L~~=-~~ j V' ADDRESS Lv I F _ ADDRESS ~2 Le ht= i~ 1" 1~ .°.'PHONE ZIPCODE CITY l-"= K~d`• -R ZIP CODE CONTRACT PRICE $ `-Z ,~~q' • Gv PHONE Lf'Q S - 22 LICENSENO. DATE Cr, -q - j SIGNS FENCES 1. TVPE Ground❑ Woll❑ Proitetina❑ 2. MATERIAL 3. ILLUMINATION Yas❑ No❑ Typs 4 SET BACK FROM PROPERTV LINE N_ 5- E_ W_ (SoseifvwhichiefrOnt) ❑ ❑ ❑ 1. TYPE SolidU Mon Thon BO% MATERIAL 3. SET BACK FROM PROPERTY LINE (Soecifv whieA ie tront) N_ 5_ E_ W_ ❑ ❑ ❑ OTHER 12 3. f {p~ ~i') DATE: - - ~ ~ BLDG. PEHMIT# ~ ~ 5 -2 6' OtMr S a D Face PERMITM BLDG. CONTR. INSPECTION TICKET DRAW SNETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE, GIV (SETBACNS OR PROJECTIONS INCLUDED) SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS k-P"'~ ~ i STREET NAME SMOW DISTANCES FROM THE MAIN BUILDING TOADJOINING MOUSES, STREETS, A DISTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERAGE DISTANCE. W.R.FOFM &19 APPLICATION FOR PLUMBING; ELECTRICAL, m~a.nh~vw'a~ r~nrvn i THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PFRMIT WILL El(PIRE 180 DAYS FfiOM THE DATE Of ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAI PERMIT STATE IICENSE N0. PLUMBING PERMIT 57ATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDERSIZE 8 ILLEGAL FLOOR WATER CLASET BSM IST 2ND 3RD 4TH NQ FUELCIrCNOrr Gof ON E Sdor FORCED AIR - BTU TEMPORARY METER WASH BOWL IqT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONIN6-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER qe}ri eronf GrW UTILITY(RANGE,DISPO5ER,ETC.) AUTO. WASHER Pamds tlia • FIXTURES DISH WASHER AUTOMATIC SPRINKLER 515TEM WIRING MOTORS 9 CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINCL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES e tnot thia upplica- knowlad I n b PERMIT FEE p y ac erc tion ia correct and undsratand tnot I li- il Ini USE TAX ~,-otd s app eonnot stort thif projsct unr cotion it avOroved. i shou oomOlY with TOTAL FEE the lows of the Sfa1e ol Colorodo and to the Zoninp ReQulatlons and Bwldinq Any ot Wheaf Ridqe f the Cit d C APPROVED SFSA~Vff1 " . y o e o violation o1 the above terms wiii cause CHIEF BUILDIN SPECTOR,City of Wheot Ridye immediate revocation of this permit _AC1 c:~c,,. Date Issued •o0licenl~ 9iynalur• . Lue TI ADDRESS i C) ~-'j VALID lM"55 RECEIPTED t ne [g22'L xb-y>3 N CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF GOMMUNITY DEVELOPMENT ME93#5259 BUILDWG INSPECTION DIVISION PERMIT NO.pRXK CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALIO ONLY WHEN SiGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS CONTRACTOR / J7<'U(' ADDRESS /CITY ZIP CODE PI-InNF 11-2 S - 79'1U LICENSE NO_ OWNER ADDRESS ~~~JLL PHONE CONTRACT PRICE $ . DATE P 1 TVPE Ground❑ Wall❑ Proieclinp❑ 01her SaDFOae . 2 MATERIAL 7otol Squme Faet SIGNS . 3 ILLUMINATION Yu❑ No❑ 7ype Permit No Eleet . 4. SET BACK FROM PROPERTY IINE N (SVecify wnitn is tront ) _ S_ ❑ ❑ E_ W ❑ ❑ . Zoro_ . ApprwM,2mo Inspwlor Disopprowd 1. TYPE SOlid❑ More Thon 80% OpenD MATERIAL Less Thon BO% OpM HeipM FENCES 3. SET BACK FROM PROPER7Y LINE N (Specify whicA ie }ront) _ S_ ❑ ❑ E_ W ❑ ❑ Zons _ Approwd,Zom InsDsttw DisaDDrowd iJ«S~Z r=uCL sT-URAG ~ 779N/C~9~,'l' ~ IA%5TALL19 77U/l.I 6F- - l(L .S-7 Z 101 6 11 Zh'tik. 1 :OTHER 3 . DRAW SKETCH OR SHOW BELOW, TME FENCE,SIGN,OR OTHER STRUCTURE, GIVIh6 DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) REAR PROPERTV UNE i, 14 pu 10~4 F'es,,Q L~~fc~" Lc<«7ti.. A ~ ~ > Clcc. ~a~1 ~ J4 /~Pv r1 _s+rI,L( C.k aFfv~~;CE?E~'~ ECIFV NORTM a 4 C4,4 A Ft,' Yl ~ SP rnvrvi rnvreKir urve INSPECTION TICKET STREET N4ME JOB I`1 A Ah_ SHOW DISTANCES FROM THE M41N BUILDING TQAOJOININ6 MOUSES, STREETS, AND PROF ADDRESS DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR pVERAGE OISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MI 4-- THIS A PPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UP PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORN DATE: BLDG. PERMITM I-MMMSyl ELECTRICAL PPLUMBING PERMIT J~c~~ PERMITk STATE LICENSE N0. STATE LICENSE NO (~f-~ C I.uul ..unor iiurxocnc a u i arei Fi cH1R I BSM 157~T~2ND ~ BLDG. CONTR._ \ l 1LR_ 1 N0. WATER CIASET TEMPORARY METER WASH BOWL NEW SERVICE - AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISP POWER SUB-CIFCUITS WATER HEATER UTILITY(RANGE,DISPOSER,ETC.) AUTO.WASHER FIxTURES DISH WASHER WIRING MOTORS B CONTROLS Ge- FLOOR DRAIN SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP 70TAL FI%TURES REMARKS I MreDy acknowladpe ihot this a001ica- fion it correct ond understond thoi I connot ttar1 thif projecl until this oDDli- cation is apDroved. I shall tomply wiM the lawa of the 51ote of Colorado and to ihe Zoninq Requlahons ond Bwldinp Code ofthe City of Wneoi Ridqe. Any violation of tAe obove terma wnl cauee immediate revocation of tnis permit Noiieonr' s~onam,• SUBCONTRACTOR DATE INSP. REQ. ~ TYPE OF INSR ~va. INSPECTION MADE PERMIT FEE USE TAX P/ 61 Y(J TOTAL FEE CHIEF BUILQ#fJ~'/INSPECTOR,City of Wheat Ridqe Date IssuPd i ~ ~ (Q 819u8 _ m IF3 ff / ST16 f INSPECTION TICKET 3 JOB DDRESS ~ O ~ ( ~1 C~.O • ~ t~-e G ~'7 Tj DATE: O BLDG. PERMITN / ~(v( S1) 11- 7 PERMITN _ BLDG. CONTR. 0~ SUBCONTRACTOR DATE INSP. REQ, TYPE OF INSP. INSPECTION MADE REMARKS -Co 3 Co U W.R. FORM 6-19'i ~ u ~ INSPECTION TICKET JOB I ~ ADDRESS c DATE: BLDG. PE~MITX 18-7 W ~'I y ~ 3 r PERMITN ~ ~S I BLDG.CONTR SUBCONTRACTOR DATE INSP. REQ._ ~ TYPE OF INSP. 1 INSPECTION MADE REMARKS W.R. FORM &19 ✓ DEPARTMENT OF GOMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION PERMIT NO CITV OF WHEAT RIDGE, COLO. M93#18761 THIS 1ERM17 VALID ONLY WHEN SiGNED BY THE CH_EF_BUILDING INSPECTORANCRELEtPTEDBELOW. JOBADDRESS I~Ud_I'yW° J`O'JW /~U~ v'• '•"""`~"`rv[v~ CONTRACTOR C.l.G+/PS' (nA/C'rY~ii~~ ~l I OWNER - - - ADDRESS LUL`'N ' ADDRESS PHONE CITY GOL~E ri ZIP CODE. ~ ZIP CODE -CC? CONTRACT PRICE PHONE ~.ZS- ~C/O LICENSE NO. ~ DATE S¢~9~ 1. TYPE Ground ❑ C{ 2. MATERIAL ~L~ T Woll❑ Proiec~inp❑ OM~r SorDFOe~ SIGNS 3 ILLUMINATION Yes ❑ No❑ 7yps Total Squon F~~f 4 SET BACK FROM PpOPERTV LINE N__ S__ E El~ct. Psrmit No. W Zons_ ADDrovad, Zom Ins acta . (SDeeifv which ia trenf 1 n rl !'l r"'t L TYPE Solid[] Mon Thon 80% OOen[ FENCES MATERIAL 3. SET BACN FROM pROPERTY LINE N__ (Spstify whitA is tronf) ❑ ❑ OTHER IZ 3. ~,q80,Q •~'~""~r_~/. LINL t7~PA1c ~At //P 9M/ .LOCATION' Oi1! S17F' C, 419'7l10i~.20 ;`9Li¢i1F WEZtJ' 54ewy lWZ 11041 coMsr,eucTron/ 0672YtIS --s-A ~ ~ W #EB2S~~23o &Y_E7c7~eCc.-f e- z6-r,qre.s Au~ey 'suecVnIM4MA ~ FRONT PROPERTY LINE A~~f7Z-. SYJ~~ STREET NAMF Vi,S~ / t TT7 SPECIFY NORTN INSPECTION TICKET I ICES FROM THE M41N BUILDING TPADJOINING HOUSES,STREETS,AND PROPf JO B TO PROPERTY LMES, NOT MAXIMUM OR AVERAGE DISTANCE. ADDRESS I CCo /~i C(/ .~7-~~ PERMIT FEE USE TAX TOTAL FEE ELECTRICAL PERMIT DRAW SHETCN OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIN' DIST4NCES FROM pRppERTY LINES. (SETBACKS OR PROJECTqNS INCI.UDED) APPLICATION FOR PLUMBING; ELECTRICAL; ME THISAPpLICATION WILL BECOME A PERMIT TO PERFORM THE INDiCATED WORK ONLY UPO PERMIT WILL E%PIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK STATE LICENSE N0. PLUMBING PERMIT STATE UCENSE N0. a~ur.unnlr.~ WIRE UNDERSIZE 8 ILLEGAL FLOOR WATER CLASE7 BSM IST 2ND 3R0 TEMPORARY METER WASH BOWL NEW SERVICE - AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISP POWER SUB-pFCUITS WA?ER HEATER UTILITY(RANGE,DISPoSER,ETC) AUTO.WASHER FIXTURES DISH WASHER WIRING MOTORS 9 LONTROLS FLDOR DRAIN SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORN OTHER MOTORS OVER I HP TOTAL Fp( U ES I hereby ecNnowledpe thot tI119 applico- tion ia eonect and undersfond tnat I tonnof start this projecf until this oppli- eation is oDOroved. I sholl comply wifh ths lows ot the Stafe of Colorado and ro ths Zoninp ReQulatione anC Bwldinp CoCe ofthe Cily ot Wheoi Ridpe. Any violation of ihe obove ferme will couse immediofe revocation of Inis permif 4 3 +moi.ianew,. APPROVEC CHIEF BUILDI Less Than 80% W Z0^o-AVDroved,Zong lmpoGtor ❑ DiseifmnwA $ DATE: 4y3 BLDG. PERMITk/Y 76 PERMITN /i BLDG. CONTR. l ~-ily-a SUBCONTRACTOR DATE INSP. REQ. E TYPE OF INSP.I C INSPECTION MADE REMAqKS W.R.FORM 619 ,Cify of Wheat Ridqe ~ Oate Issued--_~ ~ u 3 G2ze 3 C/' ( 5 -I 6~G~ ! DEPARTMENT OF COMMUNITY DEVELOPMENT 1500 wEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M921118204 237-6944 ExT. 255 P.O. BoX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNED BY THE CF11EF BUILDING INSPECTOR AND RECEIPTED OELOW. JOB ADDRESS ~ 9a)i fiOy E CONTRACTOR A~~H 6~0,1!5 PM~STRUWO ADDfiESS _ . , CITY f'yy2LUE /"y• «~J ZIPCODE nvTVI PHONE - LICENSE NO.~ OWNER - ADDRESS GOLO~p pn~/ F( O _ ZIP CODE ~ PHONE 7! CONTRACT PRICE $ ~ d❑ ~5~97 WallO G Pra's,tj^qLJ other SaDFece roun 1. TVPE 2. MATERIAL Tofal Squan F"N DS ❑ N ❑ T Elect. Parmit No. $IGN$ o Y 3. ILIUMINATiON Yea SET BACK FROM PROPERTY IINE N_ S_ E 4 _ W Zom_ ADOroved,ZOna Inspeeta , (Spxify whiah ia fronf ) ❑ ❑ ❑ ❑ DitapDroved 1. TYPE Solid❑ More Than 80% OpsnO Ltn TAOn 80% Open MATERIAL ? Hoipht FENCES . 3 SET BACK FROM PROPERTY LINE N_ 5_ E _ W Zone_ ApOroved, ZOnO InSDecta ❑ ❑ ❑ ❑ Disopprovad _ (Soaeifv whieh ia froM) ^ I. 2. 3. DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE,GIVitiG DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUOEA) REAR PROPERTY_IINE J . / iw ? J > rleas e se~ ~ O a / /J N ° l! FRONT PROPERTY LINE NOT STREET NAME $HOW DISTANCES FROM THE MAIN BUILDING TQAOJOINING HOUSES,STREETS,AND PROPERTY LINES;ON IRREGULAR IATS,SHO'M LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. tlPPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT WIBTH TMpTIID~ INSPECTION DIVISION. THIS APPLICATION ~R ~17EyOMEEXFREM60 DAYS FROMRDII' E OF SSUANCE~WORK IS NO VALIDATION ELECTRICAL PERMIT PLUMBING PERMIT MECHANICA~ PERMIT STATE LICENSE NO. STATE LICENSE NO. 4L~aPhIF~UtsaViR`c'UNGFiF51ZE811_LEGAL F1.00R BSM IST 2ND 3RD 4TN N0. FUELCirtlsQ~sGaiO~iPrapo~e ElaeS~ WATER CIASET FORCED AIR ~ BTU HOT WATER - BTU TFMPORARY METER WASH BOWL crceu - 9TU NEW SGI'(VR.c . - CHANGE SERVICE-AMPS 116HTING HEATING ppWER SUB-GFCUITS UTILITY ( RANGE, DISPOSE FIXTURES WIRING MOTORS 6 CONTF SIGNS TRANSFORMERS 9 RECT ADDITION TO OLD WORK I hsreby acknowladqe ihot thia apPlico- fion ie eonect and understand that I connot sfort this projact until thia appli- totion is aDVroved. I sholl comply with the lows of the State o1 Colorado ond to the Zoninq Requlationa and Buildinq Code of the City of Wheaf Ridpe. Any vioiation of the obovs terma will couse immediate revocotion of ihis permit. ~ iwOlieanl. vOneNrs FLOOR PERMIT FEE O-ej USE TAX TOTAL FEE ';2, lX~ CHIEF BUILDIt46 INSPECTOR,Cityof Wheat Ridqe Z j ~ Date Issuad~ / ~ SPECIFY NORTH 6..C{-1~01' CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS ~ i ~ ~ 0 0 ~ ~ ~ ~ N ~ ~ N v r ~ > 0 c pl 1 x o \ 4 NILLER S7RE£T COORS GLA55 P[/J!r WMEFKKISE fMJRS BUI(DINC 251 + 1C00R5 9lOG. 36/ INLPNO COMPINER Wwcrons ~ CORPoRA71ON ~ 11xI Sltl3 ftO6 1µ O SiP CYY[T/ ~ 0 YR • SSmJ Sl0.9Y{ Q ~ ~ % 8 nMI ✓ ( eW SIX1 yl~ % WE. 5l[R~ % ~~;~Ill 7500 WEST 291h AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT pERM1T NO. B91~F4615 UILDING INSPECTION 237-6944 EXT. 255 P.O. eox 63e BCITY OF WHEAT R DGE,ICOLO.N 7HIS PERMI7 VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPELTOR AND THE MAYOR - p TWOSETS OF BUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION CGnRS GLASS CWTA/NfR ADDRESS 110619 oj. SO7WAL1,5• W{lEAT~/OGE~ ~O, BUSWESS NAME COPY OF DEED ANDIMPROVEMEN7 SURVEY REOUIRED ScaTT~( ~CI-lL7L --7 S9D ~ Sg~~ / 5~~~ DILI F~Z5o2CX~Z J ~ J ~ ~ LV SPECIFY NORTH J ~ ~ (CIRCLE FRONT) N E 5 W STREET NAME •j SHOW DISTANCES FROM TNE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTV LINES, N0T MA%IMUM OR AVERAGE DISTANCE. 3 LEGAL DESCRIP710N OWNERS••••`/'•'•,o.c R,PEwin1G (~oMPi'iN Y , 14~7 CITY ZIP LOT WIDTH DEPTH ARI AND BOUNDS DESCRIPTION LOT N0. BLOCK SUBDIVISION FILING INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING~ Curb9GuMer ✓StreetPovinq -'`MC1sr-5awer HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING YES_NO- nRF THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES-NO_ MA7ERIALS~ WALLS ,''LIAL ROOF ML-I/HL S10RIES ~ UNIi~ ~ REMARKS: OWNER / CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT nd do I M1ereby certity 1hat the above setback distances shown on this Dermit oDPllcation ara accurate, a not violote opplicable ordinances, rules or re9ulotions of ihe Lity of Wheaf Riige ar covenonts, easements or resfriclions of re- cord; that all meosuremenis shown, and alleQations made are acwrate; that I hove read ond ogree fa aEide by oll conditions vrimae on this aDVlicntion, ond tttat I assume full resDOnsibility for complionce with the Wheat Ridqe BuilOing Code (UBC) and all other aDPlicabl Whrdinances,f work der ihis Dermit. d DATE (OWNER)lCONTRNCTOR) SIGNED~~. Tnnrn~T ~ ~CF nNl v -r-1. SO FT COST BASEMENT-ROUGH BASEMENT-FINISHED GROUND FLOOR SECOND PLOOR GARAGE OTHER OTHER PERMIT FEE 71 USE TAX ) 1 h - TOTAL FEE S S2 7HE PROPERTV IS PRESENTLY ZONEQ 7HE PROPOSED USE (_IS) (-IS NOT) ALLOWED UNDER T~E ZONIN ORDIN/+NCE. BUIIDING COST f Lll`r 6 G~ STATE NOT OK) QK)( L' ( PLANS REVIEWED (-OK)(-NOT OK) PLANS REVIEWED-(-~~(-~T ON) _ - PLANS EVIEWED NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED T~ ~SSUANCE OF P PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF ME HAN CAL PERMIT ELECTRICAL PERMI7_.-. PLUMBING PERMIT PERMIT ISSUED TO PERMIT ISSUED TO PERMIT ISSUED TO PER REQUEST AS PER PLANS N0. PER REOUEST AS PER PLANS 1q. PER REQUEST AS PER PLANS NO AS APPROVED AND ON FILE IN MY OFFICE AS APPRWED AND ON FILE IN W OFFICE AS APPROVED AND ON FILE IN MY OFFICE CLEORED 9Y NO DO ~ DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BV ~ B TOR CHIEF BUILDING INSPECTOR H DING NSPEC CHIEF BUILDING INSPECTOR DATE CIEAREO BY 04TE CLEARED gy _ i.. rrmo DATE CLEARED B~Y CHIEF BUIIDING INSPECTOR B` DATE- PEMAFKS. , y L+ BY DATE GONDIIIONS 1 qND iORTNE ZONING REEGULATIONS AND BU LDING CODE OF WHEPTTNIDGE, GIX.ORRDO RLIiNY IOTMER AVPLKPBLE 011DINANCEB OF TXE C TYATE OF COl (L) THIS PEFMIt SHPLL E%PIFE IF (F) TME WONK /+UTHOFIZED IS NOT COMMENCEO WITMIN SIXTY (60) DRYS FPW ISSUE DATE OR TME BUILOINO LLITMORRED 19 SUSPENDEO OF ABANDONED i0R A PERI00 OF 120 DFYS. (3) li THIS FERMIT E%PIqES, 0 NEW PEFMIT MAY BE ALOUIRED FON A FEE OF ONE-XRLF TXE AMOUNT NORMPLLY XEOUIREO, PROVIDED NO LMANOES IIAVElEEN ON WILL SUSENSIONOR BANDONMENTE%CEESPONEFlC1YEAR5FUL~LpPEE95ALS1BEPAIBFONDANNEWPEfiMITOTE%CEDED ONE(UYEAF.IFGHAN6E3AREMADE011IF (4) NO WDRN OF ANe MANNER SXALL BE DONE THaT WllL DBSTPUCT TRE NPTIINA LOW Oi W?TER CPUSING FINPOE PRO6LEM. (5) GONTR4CTOR ALL NOTIFY THE BWLDiNG WSGECtOR tWENTY-FOUfl (N) N M91N PDVINCE FOR ALL PFECT 5 ND 9HALL ~CErvE WFiTTEN PPW+OVR~ AP PR~ ON INSPEC 0 CGRD FOFE FROCEEDING ITH CCESSNF PX45E5 OF ~JOB ~ LHIEF BUILDING INSPECTOR FO MAVOR 61 a ~T ~ L C L' Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422•4569 December 11, 1991 Mr. John Eckert, Plans Analyst Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80033 RE: New Building at Coors Glass, 5161 Miller St. Dear John, We have reviewed the plans for this new facility and have the following comments. 1. The building number shall be posted on a temporary basis and shall be permanently afPixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 88 10.208(a). Amended. 2. Exit signs shall be subject to field inspection. Additional signs may be required. UFC 88 12.108(b). 3. Emergency lighting units shown on the plans shall be subject to field inspection. Additional units may be required. UFC 88 12.107(b). 4. Provide (2) 4-A rated, 10-1b. ABC dry chemical fire extinguishers fully charged with current inspection tags mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket by each exit door on each side of the occupancy separation. UFC 88 10.301(a). Amended. 5. Verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 88 85.106(a),(b). 6. Any code requirements arising from construction. 7. Twenty four hours notice required for all inspections. Sincerely, Arvada Fire Protection District 1~1 S eig Deputy Firhal P.O. BOX 838 TELEpHONE: 303/237•6844 The Ciry ot 7500 WEST 29TH AVENWE • WHEAT R mmww~ IDGE, COLORADO 80033 cWheat GRidge SUPPLEMENT TO CONSTRUCTION PERMIT ENGINEERING DIVISION DEPIIRTMENT OF PUSLIC WORKS Name of Firm: (.GC/rS G/atSS COrLrCUIte-Y` Address 10619 wGS/ 5ol-4 4ve, Date /1"4-g1 City j~ 21eavlric(qe_ State co Zip 80033 Telephone(~3~¢ZS-'7FS`~/ 0 Supetlntendent ~Onh b~urns nqry /'1u-hcrye-l' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Location of Construction: (By address or aetachad plan) Gd • 50 tx .¢ue. 5'eer aA4J 4 ~ s~ dc~ Description of Proiect: i'2L (1) Utility Cut: ser (2) Curb, Gutter &/or Sidewalk: New (3) Street Construction: No. cuts Clit Size(14) Surface being Cut Type lf Replace. Concrete Asphalt Describe (Include quantities & dimensions) (4) Other: Describe (attach plan/sketch) TfE,tfO, EXlST SLDls. J G'=T S EBZ^5~lD9~~ F8Z5oZOO2~ F,6Zga604~ Will your project block any portion of a street at any time? If so, how do you plan to mitigate this? (Include detour plan if applicable) Nd Bst. start date: Est. completion date: CONSTRUCTION SHALL NOT BEGIN UNTIL A PERMIT IS RECEIVED. THE PERMIT SHl►L[ BE 1►VAILIIBLE ON T$E JOB SITE 7►T ]1LL TIMES. ABSENCE OF A PERMIT ON T6E J08 SITE M11Y BE GROUNDS FOR CESSIITION OF ALL CONSTAUCTION 11 TIVITY. SCp P~ Signature of Applicant Title Frtirnace L DEPARTMENT OF PLANNING & DEVELOPMENT REQUEST FOR PUBLIC WORKS REVIEW Date: C? / Case/Huilding Permit No. Location: /o Co i ~ 0 S7/ &-r-k . . Please review the attached materials submitted in application for approval of a -~.,Q.,-aQ~.S.~,.,e~~.~.~w..,,-c~A~..~.1. , and indicate your decision on those items ctieck below; and please add any other comments which you may have under number 16. 1. M Boundary Cli 2. CI Area: 3. CI Drainage: a. Drainage b. Drainage c. Drainage be: :)sure:oOK C=1Not Acres plan (and report) ne, Plan not needed rJ provisions have been C1 OK r=J Not OK; refer to Stipulations Square Feet aded t7 reviewed and are found to OK; refer to Stipulations 4. CD Legal Description: M OK M Not OK; refer to Stipulations if not okay, please explain: 5.0~ublic Zmprovements: a,. Street Paving needed Y b. Curb & Gutter needed Y c. Sidewalk needed Y N d. Street Lights needed Y e. Storm Sewer needed Y f. Escrow required Y Zf Escrow required, for what improvements? In what amount? 6.i-I Development Agreement required Y N If Yes, for 7. C1 All necessary documents have been initiated by Public Works and are attached hereto: 8. i~ Is a traffic impact analysis and report required? Y N 9. c-J New roadway or alley R.O.W. dedication is recommended: if yes, what is recommended: 10.c!' All existing dedicated roadways and alleys meet the standards of the City: If no, which do not and what is requested: 11.1=1 All existing and proposed ded3cations have been reviewed and found to be: o OK L7 Not OK; refer to numbers 8& 9. 120 Approval: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. S ntUre~ bate~- 13.L3 The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 14. p Stipulations attached: Yes No 15. O DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 16. Summary Comments: pc/reqPWreview rev.01/89 L INSPECTION TICKET JOB ADDRESS lj~2(Pl9 Z/~• -0~~ I DATE: 3 z- BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE /L / INSPECTION TICKET JOB ADDRESS 10 (0 DATE: ~ BLDG. PERMITk q6/,~ PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~ TYPE OF INSP. INSPECTION MADE--~~ REMARKS O ~ W.R. FORM 619 li / U -/L., 5- INSPECTION TICKET JOB ADDRESS ~a ~ llv-l v~ /3,?/ DATE: a I BLDG. PERMIT# PERMIT# BLDG. CONTR. "`+"6 SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. _ INSPECTION MADE L'-- REMARKS W.R. FORM 619 ~ v ~ U z ~ U 0 ~ F U F1 W ~ ~ W U N O~ O~ .-1 ~ ~--I M H 6 O 0 W ~ O m~ S'c9 F > a aoo ~ LC7 3~m LL Q L V ~ m LL ~ C 3 ~ m OZ O CZ!' ~=U p3 m c t v o~ ~E0 aom m U ; o m ~;n pn2 0 oDi ~ U m ~v0 Q T r c °.9 m nm= g ~v 0 oo:E0 'o cEc« o.C O mEo' « pN ~ ~Moo n$U$ 200T a > > m0m (0 U j m p - 9v r°m¢¢ mm..« L m L L F 63: 3: ~r ¢ W z O r 0 ,i U ~ }.1 L W ~ 0 U N O O U 2 0 U ~ Z U m cn 0 O W U N 00 ~ M t4 u N v ~ N G N Qi x a+ 0 Ln ~R: T ~ ~ N W 2 O ~ Q ~ ¢ W a ¢ a Z O ~ Q N w 0 J < w J r 0 M L u ~ H L f9 G 0 U H 0 0 ,4 ~ b m v v ~ ~ W 0 a ¢ a a Z O J LL w x f 0 LL 3 m c m c ~ U 0 c O n 0 =c ; 0. a ~ c a V Q ~ m a t ~ 0 o~ n U ~ m m ~ ~ C O 0 T V V m E m m a a ~ U w U L o n p C ~N lp U L f U :E Z U c v v a S ¢ m > oe m U N I1 $ ~ 0! 3 Si9711i6H rsawnw Leuaa DATE: March 30, 1992 TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: C/0 The property at 10619 W. SOth Avenue has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. Public Works Dept Approval Remarks: d " DATE: March 30, 1992 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 10619 W. SOth Avenue PURPOSE OF STRUCTURE: Building Dept. Approval: Remarks: Ok Zoning Approval: shack, repair garage ~ 00)z- Remarks: ~V INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE I N S P E CT I O N R E C O R D(303) 234-5933 lOBADDRESS 10619 W. SOth Avenue TYPE OCCUPANCY BUILDING PERMIT N0. B91#4615 DATE ISSUED 12/16/91 OWNER CONTRACTOR Coors Brewing Co. SETBRCKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE I NSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin PniJR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Kl'_ Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work nn Nnr PnuR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rou h Electrical Rou h Plumbin AirTest Gas Pi in Rou h Heatin & Ventilation ~ (auVvU ~~~uu~ vc ~.y.. Framin 3 L-" Insulation Dr wall nailin Roofin " L-- Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures i Heatin 8 Ventilation Lan a e in R.O... ' a e Fire De artment r .~y Job Com leted z7 - 4CCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY ISIMED PROTECT THIS CARD FROeA_ THE WEATHER ds ss sdf fgh cddfc hgc cbdd dsfnmv vc dg dbm gf mgxz pkfz xdmf gsmh ss gmfAa DHMFDA hff fhfs gjfds dfmts mmbd COMMUNITY DEVELOPMENT DEPARTMENT LDIN6 INSPECTION LINE - (303-2345933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 78846 2/9/2005 Property Owner: ROCKY MOUNTAIN BOTTLE CO. Property Address : 10619 W EST 50TH AVE Contractor License No. : 22210 Company: PINKSTON HOLLOR, INC. Phone: 3-425-7856 Phone : SIGNATURE OF UNDERSTANDING AND AGREEMENT )y certy that the setback distances proposed by this permit application are accurete, and . violate applicable ordinances, rules or regulations of the City of Wheat Ridge or ants, easements or restrictions of record; that all measurements shown, and allegatlons are accurate; that I have read and agree to abide by all wnditions printed on this atlon; and that I assume full responsibility for compliance with the Wheat Ridge Building (U.B.C.) and atl other applipble Wheat Ridge ordinances, for work under this permit. SIGNED DATE USB: REROOF METAL ROOF AREA "TANK A" 63 SQ. OF 20 GAUGE GALVALUME PANELS ON ROOF AND PARTIAL SIDING. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: rhall be 1 Zoning : Documents f ~ ` ,h Spec'~ onsite for f ' ' ; ' roofittg mG ~ ~3E ssalted to meef 1;0 Approval bust---IBC (90 Il0 MPH : MPHwirru ioaci udc.; Approval: Occupancy : Walls : Roof : Stories : Residential Units : lectrical License No : Plumbing License No : Mechanical License No : ompany : Company : Company : xpiration Date : Expiration Date : Expiration Date : pproval : Approval : Approval : (1) This permit was issued in accortlance with the provisions set forth in yopur application and is subjecl to the lews of the SUte of Colorado aiM to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. - (2) This pennit shall expire if (A) the work auttwrized is nol wmmenced within siuty (60) days from issue date or (B) the building authorized.is suspentletl or abandonetl for a period of 180 days. (3) H this pertnil expires, a new permit may be acquired for a fee of one-half the amount nortnally required, Orovided no changes have been or will 6e made in the original plens and specifications and any suspension or abandonment has not exceeded one (1) year. If chanpas are mada or if suspension or abandonment ezceeds ona (1) year, lull faes shell 6e paid for a new permit. (4) No vrork of any manner shall be done that will change the nalural ilow of water causing a dreinage pmblem. (5) ConVector shall noUfy the Building Inspecfor hventy-four (24) hours in advance for all inspections and shall receive wriHen approval on inspection cartl before proceediin9 with succesaive phases of the job. (8) The issuance of e perm approval of drewings and speciflcations shall not be conshued to be a permit tor, nor an epproval of, any viWatbn of the provisions of=!e o her or i , law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of pags. Valuation : $78.791 •00 Permit Fee : $1,100.85 Plan Review Fee : $0.00 Use Tax : $1,418.24 Total: $2.519.09 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ w"E"T gUILDING INSPECTION LINE - 303-234-5933 Date: P~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - 1(303-235-2855) APPLICATION PropertyOwner: /~(oc~y ikD` ,4vej PropertyAddress: /06 /Q (v 5-6 ContraaorLicenseNo.: aoZa\a Company: pi u.kSto.t.. ls-[~aof/Zu~Se,Ca ,sS1~33 Phone:3o3-[/.25=75SSG 3o'~-Y^25-- 7711 rc-<v.. Phone: ln3_ 0? pWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT V alue:$ 1 herebY certity ihat the setbadc distances Droposed by lhis permit aPWiption are Permit Fee:$ accu2te. and Ao not violate aPWlcable orCinances, rules or regulations oi the Ciy of ~ wneat Rdpe a covenants, easements a resvictions ot rec«d; mat au measuremenu p13n RCView Fee: $ shown, and aflegations ma0e are accurale: ihat i have read and apree W abide by ail . contlitions printed on ihis applipGon and that 1 assume full responsibiliry fw Use Tax-$ wmpliance with the Wheal Ridpe Building CoOe (U.B.C) and all oMer aOPlicable Tota1:5 W heat RidOe Ordinances, tor work un0yf'Mis permit. (OWNERxCOM1TU`~TONI:Pa1HiED WJ4~I~'Cr TNG✓U-le~.LL DATE ' DS y~1 ~'d~~5~ d ~1 f /"!"CrCM~liu.ll/4wQVbKQI ~ Description: R e,,~ o..n~ j5). (~H~ l'l~4v0~ +~V ~.4.( ~~CX~F'[ CC+6'K'XW p... .l Sq. Ft. adMd Q_ BUILDING DEPAR'rME~rT USE ONLY SIC: Sq.Ft.: [ONINGE TS val: ng ENTS: val: COG4AENTS: val: Walls: Roof: Stories: Residential Units: ElecUical License No: Plumbing License No: Mechanical License No: Company. Company: Company: Exp+ration Date: Expiration Date: 6cpiration Date: woval. Approval• Approval: App (1) This pertnh waa isgued m accorda^°° witl+ the p~mio^s sel iMh in your appGcation and is wDjed b the laws of ihe State ot CobraAO and to ihe Zonirp RepulaGOns an0 BuiMf^9 Codes of W heat Ridye. CobreOo a any otMr aDdkabk ordinances o1 Me Ciy. (2) Thu petmd shaU expire il (A) the work aulMrizeA ia not oor^^+e^ced M+t+in sixly (60) days hom issue Oate w (8) ihe builAmp authaueA is swVe^ded a aW^4°"°4 fir a peiiod ol 720 days. changes (3) If Mia Pw^h expom. a new Den^it maY be acawred fa a fee ~ Y w5P8^sion abaiM Wma~ii nu rwt e:ceeded one have been a wiq be ma0e in the oripinai Plans ard aped6ca b (1) Yey. It dhanDes have been a H susPmsion a abandonmenl excee0s one (1) Year. fu9 fees shaE be paid lor a new PemiiL (a) No work ot anY manner shaR be Oone mat wiu d+arroe the nawrW 1bw ot water nusWW a arainape p-oElem_ (5) Contractw shaN ^otiA' the Ekmkt^g I^Bpector hwritf`four (21) twurs in advance for a0 inspections arb shall receive written apprpvy qi inspedqn card Delore Mocmd"W wiUi waesvve Ohaaes ot the job. (fi) The isswnce of a Pe^ut a ihe a0poral 01 6ravm7a aM svecifications ahax na be oonstrued m oe a De^^it tor, na an aVDrpval °f, any vblabon of " D~vmws of the buildin➢ wdes a any Wher adinance, law, ruk or repuWtion. Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18139 BUILDING INSPECTION LINE -(SOS-2345953) Date : 12/13/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: ROCKY MOUNTAIN BOTTLE COMPANY Property Address : 10619 W 50TH AVE Phone : 425-7780 Contractor License No. : 22166 Company : CICSCO USA Phone :(303) 463-2840 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurale, and do nol violate applicable ordinances, rules or regulalions of the City of W heat Ridge or covenants, easements or restrictions ot record; that all measuremenis shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wh t Ridge ordinance ~for ork under this permit. . Y t^ (OWNER)(CONTRACTOR)SIGNED DATE IJ Z/ -OS ~ Valuation : $405,000.00 Permit Fee : $3,512.35 Plan Review Fee : $2.283.03 Use Tax : $4,860.00 Total: $10,655.38 Use : Description : EXPAND EXISTNG BUILDING 20 FT OVER EXISTING CONCRETE DRIVE. 1 Ylls,icvl( BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zonkn9 Sa¢rnir►~~ts~ Approval : MR 1216104. FUTURE ADMINISTRATIVE AMENDMENT REQUIRED. Zoning : pID Biiiidirtg:~dmmenW Approval: CR ~utiiJIQVYt~rks,;Gc~m`ij[feptsr¢ Approval : Occupancy: Walls Electrical License No : OK WI NOTES ON PLANS. 1217104. (K.F~) o4- lal13/o Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: b"A - Company: Company : - Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set foM1h in yopur appliwtion antl is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) ihe work authorized is not commenced within sixry (80) days trom issue date or (B) the building authonzed is suspended or abandoned for a pariod of 120 days. changes (3) If ihis permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, pro„anges are made oa f su pe sion''obabandonment original plans and specifications and any suspension or abandonment has not exceeded one (1) ye exceeds one (1) year, full fees shall be paid for a new permR. (4) No work of any manner shall be done that will change the natural tlow of water causin9 a drainage problem. (5) Contreclor ShaH-notify the,~uilCiii9or twenty-four (24) hours in atlvance for all inspections and shall receiva writlen approval on inspeclion card before roceedii s sive phases of (6) TIi. e e the val of drewings and specifcations shall not be wnstrued lo be a permit for, nor an approval of, any violation of the ions._ e buil r any other ortlinance, law, mle or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ w"E„q BUILDING INSPECTION LINE - 303•234-5933 Date: ~ T CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°`°a'°° APPLICATION PropertyOwner: ROCKY /YlounirAN Qo7-tcE CoMVRkY Property Address: /C46/9 Gu. S6 ~"~/~~E • G~//E,~!>.Q~o~Ej Ce Pco3,3 Phone: 36 3 '`Zf 77,'~ Contractor License No.: / Ou Company: ( /C,SCD Phone:jE7.3- /O3 ~-O/0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ao V alue:5 y03i °m I hereby certify that Ne setback distances proposed by ihis pefmit application are accurate. and do not violate applicable or0inances, rules or regulaGOns of ihe City of Pe1'llltt Fee:$ WhealRidgewcovenants,easementsorrestrictionsofrecord;Natallmeasurements planReviewFee:$ shown, and allega6ons made are accurale; that I have read and agree to abide by all conditions printed on Nis apD~ication and Ihat I assume full responsibility tor Use T X'$ compliance wiN the Wheat Ridge Building Code (U.B.C) an0 aA other applicable hi iL TO(3l:$ s perm Wheat Ridge Ordinances, for work under t TEI<-Z'O 21~ DA (ownEt=XGOrtiRACroR) .51GNEO riQ/dhl T [ /!«/iVl flelc Jz`Z-07 Description: EXQ,~ND Sq. ft. added iJ 000 BUILDING DEP TMENT USE ONLY SIC: Sq.Ft.: COMMENTS: Approval: ~\J Zoning: G COMMENTS Approval: : N I2'7-D ~l WORKSCOMMENTS: r ApprovaL• r)J- , ~O 1 ~i: 1r' ancy: Walls: Roof: Stories: Residential Units : ~ ElecUiql License No: Plumbing License No: Mechapical License No: ~ Company: Cartipany Gorp¢any: i Expiration Date: Expiration Date: ' Ejcpiration Date: ~ ~ ` ApProvaP I1pProval: ApProvaC _ __Thi ' s issued in acwrdance wiM IhBpiovisienssettorM your appliption and is suDjecl to the laws of the S1ale of CobraAO and W Me Zoning RegulaTions and Buildinp CoAes of Wheat Ridpe, Colorado or any other applicable ordinances of the City. (2) This permit shall eupire if (A) the work auNorized is not commenced wifhin sixty (60) days from issue date or (B) the builAing autlrorize0 is suspended w abandoned Iw a period of 120 days. (3) It Mis pertnil expires, a new permit may be acauired fw a fee of one-halt ttie amount nortnally required, provided ra dianpes have baen w will be ma0e in Me oriyinal plans and spedfications and any suspenson w abarbonmenl has rwt exceeded wie .(1) year. If charpes have Cean or it suspensbn or abandonment exaeds one (1) year, lull tees sAall be paid for a new permit. (4) No wark of any manner shall be done that will chanpe the naWnl flow of vraler causirp a drainape problem. (5) Coniraqor shall notify the Buildinp Inspector twenty-four (24) hours in advance fa all inspections and shall receive written approval on inspecCOn qM before prooeeCing wiM successive Wiases of the job. (6) The issuance of a pertnit or Me approval of drewinps a(W spedfications shall rrot be construed b be a pertnit for, nor an ap{xoval oi, any violation of the provisi s of buifding codes or any other ordinance, law, rule o/ regulafbn. Chief dding Official COMMUNITY DEVELOPMENT DEPARTMENT 6UILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE - 7500 WEST 29TH AVENUE ; V1IHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 18290 1 /24/2005 Property Owner: COORS GLASS I ROCKY MTN. BOTTLE Property Address : 10619 W 50TH AVE Contractor License No. : 21357 Company : Westside Construction JGONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT aRtfy tBat the setback distances proposed by this permit application are accurate, and 42te applicable ortlinances, rules or regulations of the City of W heat Ridge or 5, easements or restrictions of record; that all measurements shown, and allegations aCCUrate; thal I have read and agree to abide by all conditions printed on this in,and that I assume full responsibility for compliance with the Wheat Ridge Building B.G.) and all other applicabie Wheat Ridgyordinances, for work under this permit. j(CONTRACTOR) SIGNEDt(~ 1 4 .==~4 -Z DATE Phone : Phone : 431-8901 Valuation : $15,300.00 Permit Fee : $344.90 Plan Review Fee : $224.19 Use Tax : $275.40 Total: $844.49 US2: BUILD 2 NEW WALLS TO FORM ROOM INSIDE LARCH ROOM. L NOTHAFT WILL DO SPRINKLERS. BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval: CR Approval : Occupancy: Walls 3Clrical License No : 18599 >rttpany :Table Mesa Electric Date : 2/28/2005 OKIKS OK. NOISSUES. Roof Plumbing License No : Company: Expiration Date : Approval: SIC Sq. F~ j' ; Stories : Residential Units : Mechanical license No : Company: Expiration Date : Approval : (1) Th16 pertnit was is5ued in acmrdance wilh the provisions sel foAh in yopur application and is subject to the laws of the State of Cobrado and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the City. .(2) Thic permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue tlate or (B) the building authorized is suspended or ahandoned for a period of 120 days. rovided no chan have been or will 6e made in the (9)'. HtBi6 permit gxpires, a new permil may be acquired for a fee of one-half the amount normally required, p 9es . qipinal plans and specifcalions and any suspension or a6andonment has not exceedetl one (t) year. If changes are made or if suspension or abandonment ezceetls one (1) year, full fees shall be paid for a new permit. (4) Nowork of any manner shall be done that will change the natural Oow of water causing a dreinage problem. (5)Gofrtraclor shall notify the Building Inspector iwenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proceetlling with successive phases of the job. (8) The issuance of a permit or the approval of drawings and specifcations shall not be constmed to be a permit for, nor an approval of, any violation of the provi5ions ot the building codes or any other ordinance, law, rule or regulation. . = i ing lnspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Numbec o q BUILDING INSPECTION LINE - 303-234-5933 Date: ` g CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE W HEAT RIDGE, CO 80033 -(303-235-2855) APPLICATION Property Owner: CdOP'S Gjq.SS Roc*y("t~ Property Address: /Q619 (i' SS-6 " A-,c-' Phone: Contractor License No.: d~ 13 57 Company: LV@ 5+ S, cCC. _ W N6-/, Phone:..3b.j ~I.3J S' 76/ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that ttie setback distances Droposed by this pertnit applicatlon are V alue:$ /5-1-3a) accurote, and do not vidate applicable ordinances, rules or reguWGOns of the Cily of Permit Fee:$ WneatRiAgeacovenants,easementsorrestricYionsofreoortl;Cialallmeasurements p~ynReviCwFee:$ shown, an0 allegaGOns made are accurate; Nat I have reaC and agree lo abide by all condilions pnnied on ttiis application and that I assume lull responsidliry tor iJse Tax.:S compliance with Ihe Wneat RiAge Building Code (U.B.C) and all oNer aOPnpble - - Wheal Ridpe Ordinances, for work unQet v,is cemii. ~ Tota1:5 ~ , ~ ) IOWNERMCONTRKTORI.S'GNm I,G✓Vi-.~y -~'v DATE (OWNEAHGONTWAGTOA):PRINTED M@A rl t5QvLC&f1DATE (-/d "6~'- Destription: Qi.c ;fd a K~c.J ~ E l~ 5 'fo -Fo r'rvt /"0 6 I'tti- 111$ i Ae jQ!-S(!_ reoKSq.Ft.addod i. i . BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft: pNING COMMENTS: Approval: Zoning: _ ~ Conx+ENTS: APProval: . 14v ,t~',.~itfdS W ORKS COMMENTS: Approval: Walls: Roof: Stories: ElecUical License No: Ic~597 Plumbing License No: Company:'r"ctbje ('•(,e54 t(CG• Company: JQ N ~ ~ 7005 Residential Units: Mechanical License No: Company: Expiration Date: Expiration Date: 6cpiration Daie: Approval: Approval: Approval: (1) 7his parmit was issue0 in accmdance wiUi the provisions set forM in your appliotion and is wbject to the laws of the State of Colaado and to the Zoninp Repulations aM Buildinp Codea of W heat RiOpe, Cobrado a any oMer appfiode ordinances of Me City. (2) TTia pemiil shaU expire it (A) ihe work auNOrized is rrol wmmenced wiMin sinty (60) days hom issue date a(B) the Duilding autliorized is suspeiMed or abanOOned for a paad of 120 days. (3) If tlhis permil expires, a new pemiit may De acauirod iw a fee of one-haM fhe amount rwmially reQuired. provideA rw charqes have been or wip De ma0e in Uie aipinal plana arW spedficaCms and any suspensbn w abarManment nas rat exceMed one (1) Year. II chanpes have been a if wspension or abanOOmment exceeds one (1) Year, fu111ees shaE Oe Daid lor a new pertnit. (d) No work of any manner stup be done that wiq cha'qe the nahuy 1bw of vraler causiny a drainape podam. (5) Conbatla Shall rqtify the Buildirp Inapedor twenly-(pur (24) Iquta in advance for ap inspections and slWII receive written aDDroval m inspec6on wrd betae Wooeedft with wcceasive phaaes of the job. (6) The isauance of a permN a Me approval of dnwirpa and apedfintipru ahall not pe constnied b be a permil fw, nor an aDDrovai of. any vioWOOn of Me provisions of ihe buildiny cotles or any oMer qAinanee, law. ruk a mpulauon. Chief Building9 icial ~ Applicat' e: + 05-003 Permit# ARVADA FIRE DISTRICT 6503 Simms St. • Arvada CO 80004 303-424-3012 ♦ 303-432-7995(fax) Contractor IrNormatfon Name: Agent: Address: Phone: Ske Information Address: 10 ,50'-` p..~ Business: Q„4> t,, Contact: m ~ Sa.. d...s Phone: 363- Pfl tl- 'i 4 NS I attest the above infortnffiion to be accwate. 1 have received and reviewed the Inspectiai Cwnpliance and the Fee Schedule. This pertnit is ihe property of the Arvada Fire District and is issued subject to conditbns contained herein. Upon any failure of any condition including failure of clearence of any permit payment, this permit is subject to immediate revocation and the permR muat be retumed upon demand to a representative of the Arvada Fire District. Signature of Applicant: rioncE: n eanswaan i• wrree pri« to n,e issuence m apormn, THREE (3) tlmea Me normal fesl witl be assessW. INSPECTION BY FIRE DISTRICT REQUIRED? YES NO Post thb pemiA In a corropicuous ptace. Requeat required Ympectlpis a minknvn of ffW-days in advence at 303•4243012. TYPE OF PERMIT FONNULA (ses M acMtlula tMo) PEES TaMc frn No. of Tenka = Revbw Ala+m Plens §Vstem Value= R9vbw Nder Systern Plens Valum -Systern Revlew Misc. Plarre systorn Velu~ Review Plene Valuatlan-- or Uae Plazm VeWetim= TOTAL FEES DUE Date Paid AmL Paid Metliod Inkials 1 TMaI Buiiding Alteration yew 8 Partfal Other Field Inspections and Dates: Hydrostatlc Tests and Dates: comments: FIRE DISTRICT APPROVAL IS REGUIRED PRIOR TO THE tSSUANCE OF THIS PERMIT. m TvM or PEnWr I FororrUnn pm s..wn.auw u+..q I FM I Vakudbr" I I svec+el ►iardbg or use Pkns , v"uon- • ► - I irmsb 1 1 A B 1 ~ D A F I A B D I S T A I C T P B ~ Y I T PERMIT N0: 08133.6 ~ ~ . . , . . ISSLTEDa: - 11/14/2008 JOB ADDRESS: 10619~W 50TkAVE EXPIRES: 05/13/2069~ DESCRIPTION: wiring 2 litee onto.pole w/~..motion override(HOA) switch , . . . r*« ~CbNTACTS *+k . . . . . . . owner. 303/425-7949 ~ - ~Rocky.Mountain Bottling co gc. ~ 303/696-.0275 Jamea A. Wheeler ~ 08-0271 Wheeler~.&;.Sons~Elociric Znc.. PARCEL ~ INFO . . . . . . . . . . . . . . . . ZONE CODE: . UA USE: ~ UA SUBDIVISION: .0057 HLOCK/LOT#: 0/ . FEE SUMMARY ~~.ESTIMATED PROJECT~VALUATION:~ ~ 3,468.00 ~ FEES Perntit. Fee . ~ . ~ 126.50 Total YaluatiDn ~ ~ .00 Use Taac 62.42 * * 'FOTAL * * . . . 188 . 92 - Conditions: Must comply w/ 2003 TBC & 2005 NEC: I hereby certify that the sethack dietancea.propoeedby thiapezmitapplication are accurate,and do not violate applicable ordinancee, rulea or iegulaCions~of the City of Wheat Ridgeor covenante, eaeemente or res[rictioneo[ record; that.all meaerremente ahown, and allegationa ma are accurate; thatI have sead and agree to abide by all conditione printe9 on thia applicaiohnd [hat I as e full n poneiDility for compliance wlth the Wheat Ridge Building Code. (I.B.C) and all oCher. appl c ea[ Ridg s nancee, pr wo=k under thie pepit. v.}.auy eubject to field inepection. . S&naEurd of contraetor/obiAer / da~e- Thfa Fermlt wae lesueC in accordance wiehthe.provibionc"t,forth tn youaapp3,ication and ie eubject to the lawe of the 8tate oY Colozado and to the Zonin9 Regulatlona.and Huilding Codee of Wheat Riciqe,COlorado or any other applicable ordinancee of the CSty. . . . 2. Thiepexmit shalleicplse 180daga from the ieeue date. Requea[s for an extenaion muet be zeceivedprioz to expiration date. An extensioo-.may be 9ran6ed at the diacretion of the Builfling ofPiciaL . . . 3. It..thie pe:miC expiree,.a nev pennit may be acguired foY a fee of one-half the amount normally required, provided no chan9ea have been orwill be made in the original plane and epeciLicatiane and any euepene3on or aCandonmentnas not exceeded one(1) year.If changae have been ox if 9uepeneion orabandonment exceeda one (1) year,fullfee9 ehall be paid:for anew pesmit. . : 4. No workof any manner ehallbedonethat. will change the natural flow of watercaueinga drainageproblam. 5. Contractor ahall notify the suildi3ig 2napector tweney-four (24) houre in advance Por all inepecCiona andahall receive writeen approval oninepection card beEOre proceeding with eucceesive phasee of the job. . 6.The iesuantt oY a pQrmst or the appravalof drawingaand eyeciEicationa ehallnot bewnetrued to be a pezmit for, nor an approval of, any vlolatlo r provieione of the building oodea or any other ordinance, law, rule arregulation:All plan revFew >e subj anepectiona. - Signature ot eriiet BuilQit~[offiL'zal aate IN3PBCPION REQV88T.`LZIQB: (303)234-5933. BUILDING QFFICE: (303)235-2855. REQUESTS.MUST BE MADS BY,3PM.ANX$U,^xIN8S5 DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _oFWHEqT~i City of Wheat Ridge Building Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 o ~,m Office: 303-235-2855 " Fax: 303-235-2857 c o Inspection Line: 303-234-5933 Building Permit Application Property Address: J(? ~ j I L~ ~ 5 Li G' G- Property Owner (please print): Date: Plan Permit Pho Mailing Address: (if different than property address) Address: j State, Zip: Contractor: u-JPy 4:-1 Contractor License Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Construction Value: $ Use of space (description): L. (as calculated per the Building Valua[ion Data sheeU Description of work: N/ ,V-~~ - '1 .16V ° Plan Review (due at time o/submittaq: $ lL'tN ~~/~c' `~~v•~/~ , Sq. FL/LFt added: Squares BTU's Gallons Amps Z 9 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that ail measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. . CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONALREPRESENTATIVEoP(OWN (,CONT~O~ ~q / PRINTNAME: 1/'f/ji(b- C ~ LLl/Z>c=CCiISIGNATURE: e~ DEPARTMENt USE ONLY ZONING COMMENTS' Zoning: Reviewec PUBLIC WORKS COMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS'. Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required OCCUPANCY: I Bldg Valuation: $1 f- G 2 1 1 'EM IDENT NO QTY U~M OUNT DWG NO.-DESCRIPTION ...yv . L I2DV~120MPN1..~96•01•A9,CI;f.34 _I. ' NOA SVjItGH • er I ~ OI ~ L--~ 5E►JS09 MdLz LIGHTS WIkIWG P1A4RAM 5d12 ~QI.E ~DU1~ft~D ~GOOOI.IGN'f POLE I.lGNtS ~ QQ FI.O~A SW~tGN SEIJSOR 5O J. 5oX 3#10 B1.oGK ~IAGIZAM FOR CGP~STRUCTION AUG 13 2008