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13050 W. 43rd Drive
� ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202002408 PERMIT NO: 202002408 ISSUED: 11/25/2020 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 11/25/2021 JOB DESCRIPTION: Install flat cut aluminum letters stud mounted to wall, no illumination; on east elevation facing parking lot - 69 sq ft total Tenant: The Colorado Floor Company *** CONTACTS *** OWNER (303)421-2228 COLORADO FLOOR COMPANY SUB (303)650-6269 DAVE VANCHINA 202258 SIGNS BY TOMORROW *** PARCEL INFO *** ZONE CODE: PID / Planned Ind. Develop USE: S-1 / Storage SUBDIVISION CODE: 440 / R&D/Flex BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31125.00 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 65.63 Permit Fee 109.20 ** TOTAL ** 245.81 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 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. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202002408 PERMIT NO: 202002408 ISSUED: 11/25/2020 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 11/25/2021 JOB DESCRIPTION: Install flat cut aluminum letters stud mounted to wall, no illumination; on east elevation facing parking lot - 69 sq ft total Tenant: The Colorado Floor Company 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�permrt. 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 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 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Tuesday, November 17, 2020 3:32:16 PM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 13050 W. 43rd Drive, Wheat Ridge, CO 80403 The Colorado Floor Company 303-421-2228 mariena@coloradofloor.com Electronic Payment Form.odf APPLICANT INFORMATION Applicant Name What is your role in the project? Wheat Ridge Contractor's License Signs By Tomorrow (Dave Vanchina) General Contractor 1►I81Yib'1:3 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-650-6269 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK Scope of Work info@sbtwestminster.com info@sbtwestminster.com Flat cut aluminum letters stud mounted to wall, no illumination Square Footage 69 Name of Business The Colorado Floor Company Location of Sign East elevation, facing parking lot Is structural required? No Upload any 8 1/2" x 11" Colorado Floor Final cony ndf pages Sign Installation Plan Sians 201807241005274703 ndf Set on 11'x17" only. Project Value (contract 3,125 value or cost of ALL $3,125 Valuation is materials and labor) OK 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. Person Applying for Dave Vanchina Permit 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. Email not displaying correctly? View it in your browser. Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: 11/19/2020 COMMENTS: complies with PID and sign code Property/Landl d Approval Company Nafre• Tree Cod4oP.4Do Fi miz Address: L30_5'a VY `�'3� I7r� Ptcne: 3o?> 4--2-1 2-�--D Date. 11 1 D!,2,0 Sibne;ure : THE COLO-RADO ITOOR COMPANY 13050 W. 43rd Drive Wheat Ridge, CO 80403 November 2020 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections 1.1,11 City of COW heat Budge MMUNny DEVELOPMENT APPROVED Reviewed for Code compliance Randy Slusser 11/24/2020 Plans Examiner Date WNdtty of oesmlt: tris issaanor of o perms orgpprovai of pons specs kaftM and cosnputobons shod not be a permR/or, Oro" approsof of any wolaeon to any of the provisions of the budding code or of ops my ordinoaces. penes presuming to gw authority to wdolaat or cancel the pmvi flogs of fNt etwo p wads rotherordinancesofdwGtyshoocothesated � B TOO Straight View j0.5' THE COLORADO E FLOOR COMPANY 23' • Sign Size: Text & Logo: 69 sq. ft. • Letters: 14" To//, %"flat cut aluminum letters, painted anodized black • Logo: 34" tall, %" flat cut aluminum, painted anodized black • Installation with Drilled/Stud Mount 3" Bolts/Adhesive Side of Building View L,. ,TW'. Cu�A�tauO Front of Building View '/:" Flat Cut Aluminum Letters Black Anodized Paint Mounting Side View Building Wall 3" Drilled & Stud Mount Bolts, secured with adhesive caulking City of Wheat Ridge Building Division SIGNS' BY TOMORROW mom OE Construction nth p.Ve Corporation • w� 1 0Camp Bo Wow a - . , 1 C,W D all, Inc y t Eddie's A ' Northern Communication's' CommunicatiorisGroup - Computer store Great Plains Sign Goes Here Appliance Parts •13050 West 43 1 Appliance store • cted'wraps71 ph Cs i NORbal• •.: � - — _, '" -- ,. � �� � i - _ Rapport � � Fasi n ' Q iter 1 it d + .S Maztorq,..iesel�- Te�1's Sheds C r �� _ Performance Source Office + - ,, - ,• &Technology " �..---- .�.• — 4 � R d N s L A x a 12 z° I i ° eoa U ° O 4J x cc u pow 0 z bt3 CG U U o A bA a°iGz W rooM ro ro r v ° ��o �1 44 o O � o 0Hro � WM L�� � �H� paw •� b CC cn U° q „ o w N oo A. cn ro N U r�r_� Z xwx c a IC ow o a A�OU� x U Z rtq .i 3 N B U y O OL ro d) N° .Q czo A U w y, U \ O a) •0 H ° G CdQ4 Q�aU ° U ° tM�4 I�j o y � �c W 3 C4 ° kn CG C:> v o m v v U 0 v�� a A o ° No wW oC7 o z q mro ro kn kn .c In o a vl o QA�oz� a 3 a CD Z DaAc7la z W > L y> (d N r w E pOQmC UVE�„tw N H �ro o e a y �� 4-1 b � b CG C6. 5 u 75 bN FI ) U00 ¢' OUaa0 � s 0 N i CITY OF WHEATRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICED9>`�F���- Inspection Type: f�ll� PO;` ��; r, F ,n(,/ �� - ) Job Address: i 3 0,3 0 r {?ice fir, Permit Number: IDI`' rfOld ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: I -6/ -<O / i�) Inspector: TY 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: 91 - Job Address: lu 5 U W Permit Number: -7 c) 1 `jc U 1 k S2 ❑ No one available for inspection: Time �- �` AM/�M Re -Inspection required: Yes iNNoo} When corrections have been made, call for re -inspection at 303-234-5933 Date: IZ/I C1 (15 Inspector: DO NOT REMOVE THIS NOTICE 1*1, 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: 3/ Job Address: Permit Number:_'>/�- v ❑ No one available for inspg tion: Time ° AM/PM Re -Inspection required: � es No When corrections have been made, call for re -inspection at 303-234-5933 Date: " 171t Inspector: % I� / / 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 INSPECTIO NOTIC P( - ---- Inspection Type: 3 0_ Z o i c )e c Job Address: 1-50S-0 W L) 3 r r Permit Number: D a )<a d I S Sa - u ❑ No one available for inspection: Time M Re -Inspection required: Yes €!.^a6 When corrections have been made, call for re -inspection at 303 -234 - Date: I Insae�r- City of Wh6atpsjod ge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: o i Permit #: ��� U '►l �1�' �(� & C&j2 General Contractor:__L�0(_ac�c I( -t-( Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Phone #: Master #• (required field) Date Company Name: 70 ISL ✓vA610t- Phone #: State License #: 15-1-1 � Master #: /7 b Ute' .S`_ Wheat Ridge License #: Q G%L) /, `,. (required field) ltd - -CSI' S gnature of Autg4ized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wheat Ridge �N Residential Mechanic PERMIT - 201803168 PERMIT NO: 201803168 ISSUED: 12/06/2018 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 12/06/2019 JOB DESCRIPTION: Residential mechanical installing 2 new 100k BTUs fired gas heaters. *** CONTACTS *** OWNER COLORADO FLOOR COMPANY SUB (303)280-9177 Glenn Hibl 021091 Precise Mechanical Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 �per kt'T further attest that I am le all authorized to include all entities named within this document as parties to the work to be per ori ed and that all or be pe cc rxed ' disclosed in this document and/or its' ccomp ying approved plans and specifications. 0 Sig ture oL,105WNER or CONTRACTOR (Cj, rcle one) Date I . This permit was issued ba on the inforinafion provided in the permit application and accompanying plans and specifications and is subject to the compliance with those 3ocuments, 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 permrt fee. 3. If this permit expires, a new permit may be required to I: 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 an 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 6.e sua ce cr gr ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any cab code o rdmance or regulation of this jurisdiction. Approval of work is subject to field inspection. :O 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 age COMMUNITY DEVFLOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits ,ci.wheatridge.co.us -FIe�rs I FOR OFFICE USE ONLY I Date: Plan/Permit # 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: 13650 W "12-1 bc Property Owner (please print): (',016i L1LfD i'�p6C U61yta�i ,Lt) LA Phone: Property Owner Email:(�,�0�(11�C Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: State, Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor Name: Pr"2o-y MPrhU,YIicol VI'li- C City of Wheat Ridge License #: sz� i oq I Phone: SE -2FO - 9 1 '7 7 Contractor E-mail Address: !Prec(sl - clrcoU.-h-IS (?OMLCA�l ne+- For Plan Review Questions & Comments � (please print): t�t-�(�-�tl gt CONTACT NAME (please print): r fl(iSVwd Phone: S(3' a n 17 % CONTACT EMAIL(p/ease print): Off r iSt • (A((CtLWS l l� LaWS4. lv_ Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # 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. ..1n5�cuu Sq. Ft./LF Amps Squares BTUs MY— Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: l'N - Construction Type: L&din Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 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) od (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name) _ Printed Name: I�O w f ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE: I t IS6116 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: STRUCTURAL FIELD OBSERVATION REPORT October 3, 2018 Harold Hawkins Colorado Floor 13050 W 43rd Avenue Golden, CO 80403 0o00o1�� -� _ REMINGTON ENGINEERING LLC PROJECT 18050 13050 W 43rd PEMB Fnd SITE ADDRESS 13050 W 43rd Avenue, Golden, CO 80403 DATE OF FIELD OBSERVATION Wednesday, Uctober 3rd, 2018 TEMPERATURE / TIME 80 deg F / 12:00pm PRESENT ON-SITE Concrete Contractor The purpose of this site visit was to conduct a structural observation. The primary goal of the structural observation is to determine whether or not the current construction is proceeding in general conformance to the approved Structural Construction Documents and design intent. This observation should not be considered an inspection or special inspection, as defined by the International Building Code. This observation was focused on the structural foundation only and was not intended to cover nonstructural features or structural features beyond those described within. We made visual observations from the graded areas surrounding the perimeter foundation. At the time of our visit, the footings for the perimeter foundation were poured and the forming for the stem walls was approximately 75% complete. The retaining wall to the east was not yet excavated, nor were the tie beams. All structural components observed were in general conformance to the Construction Documents. Please contact us with any questions. We appreciate the opportunity to observe the structure. Regards, r� Nicholas R. Remington, PE 1� 2� 43875 �• Principal -i; :%A \o• •. 10/4/2018 •• • < • .i qRem FS`S�ONA�EN Digitally signed by Nichoba Robert ngmn n R'aabeen,DO Reason: am the aomorot Uis tlN,tInfo Mchdas Robert aa gl- D2W Dalte' 2618.1 O Da 13.21'.24-06'00' PO Box 991, Conifer, Colorado, 80433 720 891 0830 remingtonengineering.com STRUCTURAL FIELD OBSERVATION REPORT REMINGTON -�- ENGINEERING LLC PHOTOS PO Box 991, Conifer, Colorado, 80433 720 891 0830 remingtonengineering.com STRUCTURAL FIELD OBSERVATION REPORT -R- REMINGTONEIVGIIVEERING LLC PO Box 991, Conifer, Colorado, 80433 720 891 0830 remingtonengineering.com ao�Bol85J- GSS Surveying LLC Surveyors Statement 1, Scott A. Pulling, Professional Land Surveyor in the State of Colorado hereby state that on October 4th 2018 a survey to locate concrete forms was performed under my responsible charge at Colorado Floor Company located at 13050 W. 43`d Drive, Golden. The setback dimension measured from property line at the southwest corner of forms for stab was 11.5 feet. The setback dimension measured at the southeast corner of forms for concrete was 6.2 feet. These dimensions are as shown on approved site plan done by Feller Engineering. Building location is the same as shown on said site plan. GSS Surveying, LLC 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: 1301'_JQ IV' q_3 j r" PermitNumber: ❑ No one available for inspection: Time % AM/PM Re -Inspection required: Yes ,"Nc When corrections have been made, call for re -inspection at 303-234-5933 f Date: i� Inspector: / "T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rVr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1C)5- S arm .,// Job Address: t 05-0 tv q.3` Qc Permit Number:r�1�1 a- ❑ No one available for inspp n: Time 27167 AM/PM Re -Inspection required: lyes No When corrections have been made, call for re -inspection of 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division P� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: :j=—A2nC4 S Job Address: l ?3050 Uy S-3 a9 Q_A Permit Number: 720 Vi f Z ❑ No one available for inspection: Time /,V _ AM/6 Re -Inspection required: Yes No When corrections have bee de;"call for re -inspection at 303-234-5933 Date: Ct'2S f Inspector: ,s DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division P� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: :j=—A2nC4 S Job Address: l ?3050 Uy S-3 a9 Q_A Permit Number: 720 Vi f Z ❑ No one available for inspection: Time /,V _ AM/6 Re -Inspection required: Yes No When corrections have bee de;"call for re -inspection at 303-234-5933 Date: Ct'2S f Inspector: ,s DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial New Structure PERMIT - 201801852 PERMIT NO: 201801852 ISSUED: 09/07/2018 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 09/07/2019 JOB DESCRIPTION: New 45 sq ft x 62 sq ft building used for storage in place of loading area on property; Fire alarm system on separate permit; 2,790 sq ft total *** CONTACTS *** FEES OWNER COLORADO FLOOR COMPANY Plan Review Fee SUB (303)910-9635 James Francis 022317 Apple Electric SUB (303)422-2265 Tom Griffith 020062 TD PLUMBING CO., LLP GC (303)421-2228 Larry Griffith & Harold Hawkin 180287 Colorado Floor *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 1,205.39 Use Tax 4,434.09 Permit Fee 1,854.45 ** TOTAL ** 7,493.93 *** COMMENTS *** PROJECT VALUATION: 211,147.20 *** 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, 2014 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge >z s Commercial New Structure PERMIT - 201801852 PERMIT NO: 201801852 ISSUED: 09/07/2018 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 09/07/2019 JOB DESCRIPTION: New 45 sq ft x 62 sq ft building used for storage in place of loading area on property; Fire alarm system on separate permit; 2,790 sq ft total I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, an� all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by �eg e lel owner of the erty and am authorized to obtain this permit and perform the wo k described and approved in conjunction with thistIfurther atterd�and that ala to be p�brmed is disclosed in this document and/or its'omying apprflved plans and specifications. Sig)fr-aiture 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.per it 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 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, an violation of any provision of any applicable code or any ordmanc r regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildinj Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: �lheat id �R CEIVED�P4�U � Mi NI y DE lFL0tMENT U 2 pp Plan/Permit# Building & Inspection Services Division 4—C-) / 1 C 7500 W. 29" Ave., Wheat Ridge, CO 80033 Pe Plan Review Fee: / C� Office: 303-235-2855 * Fax: 303-237-8929 a Inspection Line: 303-234-5933 Email: Permits()-ci.wheatridge.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1 5 U W - `j'�_D12_ , (ul.j)oL) , (76> �ld40 J Property Owner (please print): Phone: Property Owner Email: L i ik ` CSG -t AID d rLco N1 Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: o! Architect/Engineer: J (Am t9P_ A),A Architect/Engineer E-mail: Contractor: '6�A(_Cf (—j,k5 City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: CONTACT NAME (please print): I1I 444.1 L, Phone: (`lie, CONTACT EMAIL(p/ease print): j ui.0 t, Ll-i>Q4;i-Loet-, Cuiq Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: ,20Q W.R. City License # W.R. City License # W.R. City License # A-1PPL,o ELcu "JCiiC- (�Li-- Other City Licensed Sub: Other City Licensed Sub: City License # 0 � � 3/ City License # 2COMMERCIAL ❑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. '�U LL' -I N 6 S/ �i Z"� bbl i%, -'J i� 1�=(t f , L& PV; N 6, A- 6 is OLA Commercial Projects Only: Occupancy Type: :?('U P •5 Construction Type: -1-15 Sq. FULF ), 7 /� f i / BTUs Amps Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /&;. oce ONVNER/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 pen -nit 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) Signature (first and last name): 'TOR) or ,� (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: Printed Name: )1fuL'i-,� 1- ��"Blt�-'�NS• DEPA ENT USE ONLY ZONING COMMMENTS:',�pyp�(� Ctl' 'T (k`� pyk1 OCCUPANCY CLASSIFICATION: Reviewer:--� CONSTRUCTION TYPE: y t BUILDING DEPARTMENT COMMENTS: Reviewer J q- CAA "S X`)c'TtJd4c PUBLIC WORKS COMMENTSFC "" M ! R'F1Y Reviewer Building Division Valuation: �20 City of Wh6,at_P,,jdge_ COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Permit #: Electrical Sub -Contractor I Company Name: ,AAAI& E:JPr ±,e Phone #: State License #: _CC C� a 0 Master #:(j(� Wheat Ridge License #: (required field) nature of Authorized Agent Date Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License 4: Signature of Authorized Agent Mechanical Contractor Company Name: Phone #: Master #• _(required field) Date Phone: Wheat Ridge License 4. (required field) Signature of Authorized agent Date t � , City of may- Wh6at - COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Electrical Sub -Contractor Permit #: Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name 1 o Pi_ lo- (��� Phone: 7, — (� r��Lo? - 7.,7, 3/9 r� Wheat Ridge License #: (required field) V2 Signature ofA#liorized Agent Date Rev. 09/2017 COMMERCIAL Building Permit — Plan Review Worksheet Submittal requirements: ❑ Copy of Deed ❑ Site Plan (to scale) ❑ Elevations Address: j 3 D 5 U yJ , '13 r �' Lot Size: sq. ft. Zoning: 1 D Use: Property in the flood pl�ain?a K,0c.d K Subdivision: Related Cases: If yes, add surveying condition FLD. Any conflict? (Y/N) N B /at � fa", C o.� cc C'p (2"C'f4 Type of project (applicable survey conditions in parenthesis): JE1 Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New Site plan based on survey/plat yes (FND) yes (NCM) Maximum Lot Coverage: L4 J % Existing Improvements (footprint only): Building: i O `J U sq. ft. Other: sq. ft. - 0, j � 0 sq. ft. Proposed Improvements (footprint only): New Structure: 2 O sq. ft. Addition: sq. ft Other: sq. ft. Total Existing (p 9 sq. ft Total Proposed / 3 re f< sq. ft Lot Coverage 3 % Lot Coverage 3n % Required Setbacks: FR O S S _(Q R 30 ^� � 2-co� ` S Provided Setbacks: FR 7130' S 7 /o' S IF, �, R (o, 2 A Commercial buildings may not be built in-line with existing nonconforming structures.d cQ Qd( 113/ (Y For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: Proposed Height: J o Parking Spaces Required: Parking Stall Width: �'fs, L Handicapped Parking Required: Parking Lot Buffer Required: Access Aisle Width Required: Drive Aisle Width Required: ft. c4 r o o Maximum Size: Proposed Size: Parking Spaces Provided: Parking Stall Length: Handicapped Parking Provided: Parking Lot Buffer Provided: Access Aisle Width Provided: Drive Aisle Width Provided: sq. ft. sq. ft. Parking Notes/Access Notes N /k ❑ One interior landscaped parking island is required for every 30 parking spaces. ❑ A driveway connection must be made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on corner lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. Rev. 09/2017 ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. ❑ For all uses, one access point per property is permitted. Landscaping Required: % ( s.f.) Landscaping Provided: —% s.f.) N aA Trees Required: Trees Provided: Oro J Shrubs Required: Shrubs Provided: Non -Living Max: % ( s.f.) Non -Living Provided: % ( s.f) Street Trees Required: Street Trees Provided: Landscaping Notes ❑ Street trees must be at least 3 inches caliper, and must be deciduous. ❑ All other trees must be at least 2 inches caliper. ❑ All shrubs must be 5 gallon buckets. ❑ Metal edging shall contain all areas of rock or mulch; rock shall be at least 1-2" in size. ❑ When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. ❑ These exceptions are based on the radius of the specimen after a two-year growing period. Freestanding Light Height: Maximum FS Light Height: Wall Light Height: Maximum Wall Light Height: Photometric Plan Submitted: Architecture: Refer to separate ASDM or Mixed Use checklists. ❑ Metal buildings not permitted for accessory structures. 'We.� otm -,,A `,S 'r—T-3) Number of Access points: Curb cut width(s): Distance from property line: Distance from each other: J a G��- Streetscape: Does the permit result in any of the following conditions? N ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just footprint) by 60% or more (use formula below) (proposed floor area lT — existing floor areaJ ) / existing floor area F �n _ �� . �/o increase 11-10 box is checked, does the frontage meet current city standards? If not, strtotscape construction or fees -in -lieu will be required. Curb anr required? Sidewalk require . Amenity zone? ee in lieu required? (Confirm PW -h -09 -added in ADG valuation and fees as fee code SCDF) Are any other conditions required? ❑ Permit is not business license E3 S paratP-=--itc ara raniiira`1 f . fi nrina ❑ Parking in conformance with Section 26-501 ❑ Landscaping in conformance with Section 26-502 ❑ Lighting in conformance with Section 26-503 Driving and parking surfaces must be hard surfaced paved Owner/contractor responsible for locating property lines ❑� Foundation certification form (FND) ❑ As -built survey (NCM) 0o PROFESSIONAL BUILDING & SAF ET}' ENG INFERING'IN I RA S IR I:CI 11Rr. MAN AUEMF�I Plan Review Corrections 201801852 Owner: CFC Investments Location/Project: 13050 W 43th Dr. Plan Checker: Hiep Tran/CAA Metal Building Wheat Ridge, Colorado 80033 IBC 2012 STRUCTURAL DESIGN REQUIREMENT General - -. e /er i CHARLES ABBOTT ASSOCIATES, INC. 274011 os ALius SLne220•NIISSION VIGIO.('A92691 lou 17REI-:(866)530.09'0•Fiio\r (979)367-2'50•FAX: (949) 367-285? VA AA'NA .('A WROFESSIMAI_S.COAI t _ r - S D p ►� _ 30 [ O %v e City of WheatK dge COMMUNITY DEVELOPMENT Memorandum TO: Randy Slusser, Chief Building Official FROM: Meredith Reckert, Senior Planner DATE: July 26, 2018 SUBJECT: comments — 13050 W. 43`d Drive Below are comments generated from my review of the building permit for a new structure at 13050 W. 43rd Avenue: The property is zoned Planned Industrial Development and is governed by the 44"' Industrial Park Planned Industrial Development plan. Prior to building permit, all property improvements must be reviewed and approved through a Specific Development Plan (SDP) process. Multiple buildings are allowed on a single parcel, as long as they are reflected on an approved SDP. An SDP amendment for the additional structure has not been approved and must be prior to issuance of a building permit. Required setbacks for structures in the development are as follows: Minimum front yard setback: 30' Minimum side yard setback (internal lot): 10' Minimum rear yard setback requirement: 30' The front and side setbacks comply with the required setback. The required rear yard setback does not as it is only 6.2' from the property line. All other development standards appear to be met. City of W heat id�c� CHH OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235,2855.f 303.337.8929 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: Project Address.- Name ddress: Name of Firm/Individual submitting documents: (:�o . Project Type/Description:�z�«�'%t��vrc��/,U Signature of Firm Representative or Individual: �vZ� DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1 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 c Arvada Fire Protection c Wheat Ridge Sanitation District c Wheat Ridge Water District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation District o Valley Water District o Westridge Sanitation District o Denver Water Other �j y ��u ^j W ATFL 4 S+� lM7'-t - -bLs'v l et - Agency Notes: tJ� QCV I�1r�E1D I�t..�S ��� 714E lam" �c�EC7r '�—t� A�L_t C�t.�i' c��-I ►—� it—Ic:. i� uI� t c.�t� tAJ t � ►.r�-I— Signatu H2O[ 8 DI 852 JUN 10 / IR-mouq I Fire Protertioli Distrlct Protecting Lives and Property Since 1962 Fire & Life Safety Division R E C E t E PERMIT NO: 2018-015 FIRE PROTECTION FOR OCCt'P_Ati lID: 13050 w. 43"' Dr - Issued To: Fire Inspection Services 11930 W. 44`I' Ave Wheat Ridge, CO 80033 PH: 303-487-4642 CONTACT: Bruce Hufford bruce(i'i.fireinspectionseryices. com Site: Colorado Flooring — Steel Building 13050 W. 43" Dr. Golden, CO. 80403 Issued On: 6/20/2018 for the period of 6/20/2018 through 12/20/2018 JON 2 ° t�1 Pe Code Description of Occupancv or Operation Permit Fee 72 Fire Alarm Installation. SPECIFICS AND CONDITIONS: $170.00 This permit is for the installation of a fire alarm for a new steel building. The new fire alarm shall be pre- tested by the installer before the final inspection and final acceptance test. Any changes, modifications or additions to the fire alarm system are required to be submitted for review; this permit must be on site and posted. All FFPD Guidelines and provisions of the IFC -2015 apply, as well as the provisions within the NFPA 72. 2016 edition. For questions and an inspection date, contact the Prevention Division at 303 279- 2928 Total Permit Fees $170.00 This is your actual PERMIT. This is not an invoice. DO NOT SEND MONEY! Our records indicate the permit fee shown above was credited to your account on( x / x /2018) By: Check or Credit Card ( ) ending with ( ) by DeAnn Boyles -THANK YOU. Please place this permit in a conspicuous place. Please call for a "Iou<Th-in inspection" 48 hours ahead of time to schedule. Your copies of our recent tine inspections must also be kept readily available for our view. Inspection scheduling and questions should be directed to the Fairmount Fire & Life Safety Division at (303) 279-2928. This permit shall not be construed to mean approval of any violation of the FireBuildin, Code(s) and Standards adopted by the Fairmount Fire Protection District, if such violations exist. LETTERHEAD July 13, 2018 Colorado Floor Company Harold Hawkins 13050 W 43rd Drive Golden, Colorado 80403 REMINGTON ENGINEERING PROJECT: 18050 13050 W 43rd PEMB Fnd SITE ADDRESS: 13050 West 43rd, Wheat Ridge, CO 80403 AUTHORITY HAVING JURISDICTION: City of Wheat Ridge RE: Documents for Foundation Design Basis Dear Mr. Hawkins, 1 REMINGTON ENGINEERING LLC The purpose of this letter is to specify the pre-engineered metal building documents that were used to design the foundation for your project. The foundation design documents created by our office titled "13050 W 43RD PEMB FOUNDATION" issued For Construction dated 6/18/2018 represent a foundation that was designed for the pre-engineered metal building shown on documents that were provided by Premo Steel Buildings titled Colorado Floor Co. Job number 10335-RO, dated 4/15/2018 issued For Construction. Please let us know if we can be of service in any other manner at this time. Kind Regards, % := 43875 a-4.:.o'L5-o: 7/13/2018 '`(Q�* FSS�ONAL ANG\ Nicholas R. Remington, PE Principal Digitally signed by Nicholas Robert Remington Location: Evergreen, CO Nicholas Robes Remington Reason'. I am the author of this document Contact Info: Nicholas Robes Remington Data 2018.07.13 16:51:15-06'00' PO Box 991, Conifer, Colorado, 80433 720 891 0830 remingtonengineering.com ALLIED ENGINEERING July 16, 2018 Colorado Floor Company. Subject: Foundation plans 13050 West 43rd Dr. A. E. proj ect number 18-101 GEOTECHNICAL ENGINEERING LITTLETON, CO • Phone (303) 601-0503 The geotechnical aspects of the foundation plans drawn by Remington Engineering on June 16, 2018 (R E project # 18050) for the addition proposed for this location seem to be in conformance with Allied Engineering soil report #18-101. 55 t ON David Beasle PEAt- Digitally signed by David Beasley P.E. Y,P.E. Date: 2018.07.16 11:13:02 -06'00' OF VM Ct Wheat Ridge CAMPANA BUILDING CONSULTANTS 33300 Egypt Lane Suite E200 Magnolia, TX 77354 (832)458-1610 CBC S.O NO.: 10335-RO CUSTOMER: Premo Steel Buildings ADDRESS: 5912 S. Cody St. STE: 200 Littleton CO 80123 END-USER: Colorado Floor Co. JOBSITE: 13050 W. 43rd Drive Golden, CO 80403 COUNTY: Jefferson County BUILDING END USE: Storage To whom it may concern: Campana Building Consultants, LLC, certifies that the above structures were designed in accordance with the A.LS.C. Specification for Structural Steel Buildings -Allowable Strength Design, ANSI/AISC 360-10, the A.I.S.I. Standard, North American Specification for Design of Cold -Formed Steel Structural Members, 2001 Edition, A.W.S. D1.3-98 Structural Welding Code - Sheet Steel and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2012 International Building Code. (Refer to Building Description and Design Loads on succeeding pages) Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above comply with the requirements of local regulatory authorities. Open web joists, if used and supplied by CBC shall be from a Steel Joist Institute (SJ I) approved manuacturer. This Letter of Certification covers only the design of the steel building and its components. It specifically excludes accessories, anchor bolts, foundation, masonry, or general contract work as well as erection certification. Sincerely, K J. L w 26 rick 1 mpana #zol nsional Engineer v Jsh Page 1 of 3 VT Continuation of CBC S.O. NO.: 10335-RO BUILDING DESCRIPTION BUILDING IBC 12 FRAME TYPE Closed WIDTH (ft) 45 LENGTH (ft) 62 EAVE HEIGHT BACK SIDEWALL (ft) 15 EAVE HEIGHT FRONT SIDEWALL (ft) 15 ROOF SLOPE BACK SIDEWALL (ft) 3.0:12 ROOF SLOPE FRONT SIDEWALL (ft) 3.0:12 BAY SPACING FROM LEFT TO RIGHT (ft) 3 at 20.67 DESIGN LOADS DESIGN CODE IBC 12 ENCLOSURE Closed DEAD LOAD (psf) Building Structure Only COLLATERAL LOAD (psf) 1 WIND LOAD Ultimate Wind Speed (mph) 115 Wind Importance Factor, Iw 1 Wind Exposure C Internal Pressure Coefficient, GCPi : 0.18 / -0.18 LIVE LOAD Primary Framing (psf) 20 Tributary Area Reduction No Secondary Framing (psf) 20 SNOW LOAD Ground Snow Load, Pg (psf) 30 Roof Snow Load, Pf (psf) 30 Sloped Roof Snow Load, Ps (psf) 30 Snow Exposure Factor, Ce 1 Snow Importance Factor, Is 1 Thermal Factor, Ct 1 Slope Factor, Cs 1 SEISMIC LOAD Seismic Importance Factor, le 1 Seismic Occupancy Category II - Normal Site Class D Mapped Spectral Response Acceleration Ss= 0.2 S1= 0.06 Spectral Response Coefficient Sds= 0.22 Sd1= 0.1 Seismic Design Category, SDC B Basic Force Resisting Systems Used Steel System Not Detailed For Seismic Resistance : Rigid Frames & Braced Frames Total Design Base Shear, V (kips) 1.11 Response Modification Factors, R Rigid Frames = 3 End Wall x Bracing = 3 Side Wall x Bracing = 3 Seismic Response Coefficients, Cs Rigid Frames = 0.07 End Wall x Bracing = 0.07 Side Wall x Bracing = Analysis Procedure Used Equivalent Lateral Force Procedure RAINFALL INTENSITY (inches/hr) 11 = 4 12 = 6 ctr o Page 2 of 3 Continuation of CBC S.O. NO.: 90335-RO CRANE LOADS System A System B System C Type Vertical Impace Factor Rail Type Crane 1A Crane 2A Crane 1B Crane 2B Crane 1C Crane 2C Capacity (Tons) Service Class Bridge Weight (lbs) Trolley Weight (lbs) Max Wheel Load (lbs) Wheel Base Outside (ft) Wheel Base Inside (ft) MEZZANINE LOADS Mezzanine 1 Mezzanine 2 Mezzanine 3 Dead Load (psf) Partition Dead Load (psf) Collateral Load Above (psf) Collateral Load Below (psf) Live Load (psf) City cd WheatRjd9e Page 3 of 3 DEFLECTION LIMITS Endwall Column 90 Purlin Wind 120 Rigid Frame Vertical 120 Endwall Rafter Live 180 Wall Panel 60 Wind Bent 60 Endwall Rafter Wind 120 Roof Panel Live 150 Rigid Frame Crane 100 Wall Girl 90 Roof Panel Wind 120 Rigid Frame Seismic 50 Purlin Live 150 Rigid Frame Horizontal 60 Wind Bent Seismic 50 CRANE LOADS System A System B System C Type Vertical Impace Factor Rail Type Crane 1A Crane 2A Crane 1B Crane 2B Crane 1C Crane 2C Capacity (Tons) Service Class Bridge Weight (lbs) Trolley Weight (lbs) Max Wheel Load (lbs) Wheel Base Outside (ft) Wheel Base Inside (ft) MEZZANINE LOADS Mezzanine 1 Mezzanine 2 Mezzanine 3 Dead Load (psf) Partition Dead Load (psf) Collateral Load Above (psf) Collateral Load Below (psf) Live Load (psf) City cd WheatRjd9e Page 3 of 3 ALLIED ENGINEERING Geotechnical and Structural Engineering, Littleton, Colorado RECEIVED SUBSURFACE INVESTIGATION JUN 2 0 208 8 and Per� FOUNDATION RECOMMENDATIONS _ at 13050 West 43rd Drive Wheatridge, CO for Colorado Floor Corapany_k A, CKyor Wheat cowwNm DEVEw.Ir<�rr APPROVED mowed for Cod romnlian� January 15, 2018 Plans Eraminern/� w owe oe i The ofnor�-oJ�`o/�Permlt a opprorvl MPAM 1pr worms and 90"W. Mm sboa not be o pe ")k ar on opprow/ 04 any v,.,O n to am df the P•o•+sbns of the Mild -V code or 11.101, o.dMwnm. P,,.Its PnHuw�iny roWr'e outtprlty to sgNte or s'antrl tpe P.oMsbns of me YuMlinP es+def OI ntllesp.dMldlKei ajMe Ck►sAM not ie staid. f ( cr DAVID E. BEASLEY, P.E. A.E. Project Number 18-101 *2,0 / vv ip's ?. Allied Fngineerin` Subsurface 111�estiL4ation Project No. 18- P,, 2 of 19 8-Pg_'of19 GENERAL Allied has completed a subsurface investigation of the site known as: 13050 West 43rd Drive Wheatridge, CO This report presents the results of that investigation. The investigation was performed at the request of Colorado Floor Company in order to comply with local requirements and to determine the allowable foundation construction at this site. This investigation was not intended to check for any chemicals or hazardous materials. This report may contain references to structural components not necessarily a part of this construction. These references are included in the unlikely event that a structure is built that is other than that which was specified to us. Please read this entire report. Frequently overlooked are details regarding the requirements for open hole inspections and the use of float in the construction of non-bearing partition walls. Please ensure that these sections and all other sections are fully understood. If there are any questions regarding any part of this report Positively contact this office for clarification. If additional soil data is needed, beyond what is contained herein, positively contact this office. SITE DESCRIPTION The site contains an existing structure. The vegetation is limited as the site is a commercial building surrounded by parking areas. The site slopes generally to the south at an approximate 2% grade overall, and an approximate 6% grade on the south '/4 of the lot. PROPOSED CONSTRUCTION It is our understanding that an addition is planned for construction on this site. This addition will be constructed over a slab on grade. This report is written based upon the type of construction presented by the client, modified by any soil limitations present, and is ONLY applicable for this particular construction. Allied Fn,ineerin_ Subsurface Intie-sti._>ation Project No. 15-101 Pg;of19 FOUNDATION RECOMMENDATIONS — NEW FOUNDATIONS These recommendations are limited to conventional construction only. Foundations deeper than 11 feet are not considered conventional. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s). Footings A footing type of foundation system may be utilized, provided that all foundation walls, including garage walls, and all interior and exterior pads, bear on a minimum of 12 inches of gravel overlain by 12 inches of properly compacted and tested Structural Fill Material (SFM), which in turn bears on undisturbed natural soil. Foundation components must also bear below all organic material. Depth of foundation may be limited by proximity to adjacent buildings. See shoring discussion below. Some movement of the structure on this type of foundation system is expected, but this movement is anticipated to be less than 1 inch. The maximum bearing capacity of the compacted SFM is 2000 psf. See Appendix A `Use of Structural Fill Material', for important information on Structural Fill Material and its use. Insist that the excavator on this project reads and understands placement and testing of SFM. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re -compacted in place only after positively contacting, and with guidance from, this office. To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed by this office, and only after the entire excavation has been dug to final grade. Though unlikely, potentially expansive clay or other unsuitable conditions may necessitate revised construction and foundation recommendations. Failure to complete the open hole inspection voids this soil investigation as incomplete and may be grounds for denial of the certificate of occupancy for the structure. A mono -slab is not a footing foundation system, and is not allowed for this project. FOUNDATION RECOMMENDATIONS — EXISTING FOUNDATIONS Adding additional load to an existing foundation is not recommended The soil must not be loaded in excess of the soil bearing capacity specified herein. This may require e use of cross -footings, footing extensions or other means. Over -loading a stiggycA foundations may result in failure of the existing foundation, movement of the isting Ridge structure, or differential movement between the new and existing foundations. wheat Allied En�,ineeri:r� SUbSU11't21Ce lnLesti,'ation Project No. 13-101 P- 4 oi, 19 While additions frequently involve connecting new foundations and overlying structure to existing foundations and overlying structure, anywhere that the existing overlying structure is removed, the existing foundation must be removed as well. This will allow the new structure to be constructed over a new foundation that has been designed specifically for the new structure. In addition, since special foundation requirements (above) may exist — such as the use of Structural Fill Material - the old foundation must be removed to achieve these recommendations/requirements. WATER Free water was encountered at the 12 foot depth While excavating, look for soil which `pumps' from construction traffic, or any evidence of soft soil conditions, or free water, or very moist soil conditions. Positively contact this firm if any of the above are found. Due to the presence of expansive clay soils, and in order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any structures built on this site. This drain may flow into a sump pit fitted with a pump or may `daylight' to an exterior outfall location if sufficient slope exists. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from any structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the Perimeter Drain detail later in this report. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. OTHER FOUNDATION RECOMMENDATIONS On narrow lots allow enough room for construction of foundation, footings, window wells, exterior perimeter drain, and any shoring system. Ensure that any new construction does not intercept the bearing plane(s) of the adjacent structures, unless an engineered shoring plan is developed and followed. This bearing plane extends out and down at a 45 degree angle (1 to 1 slope) from the base of a foundation. The case equivalent fluid pressure at this site is 47 pcf. Pressure can result from the presence of expansive soils — soils which can exert additional pressures when wetted._... Cf Often, more expensive foundation options are not shown — such as the use/`driille ` piers when footings are allowable. If a different foundation option is desireq, it&t tRidge this office. wilding Divison Allied Em,inecrin-, Subsurface lnvcstigation Project No. 18-101 P,Sof19 ADDITIONS When the proposed construction is an addition to an existing structure, the new foundation must be well connected to the existing foundation using rebar doweling. This connection must be comprised of a minimum of two #5 steel rebars located at the top and bottom of the new wall, as well as #4 rebars which are spaced no more than 10 inches apart in mid -wall. The rebars must protrude a minimum of 7 inches into the existing foundation wall and a minimum of 24 inches into the new foundation wall. Epoxy must be commercial grade auto -mix epoxy, injected into and filling the pre- drilled holes in the existing foundation. These dowels must be a part of the foundation `steel' inspection for this project. When working on or near an existing foundation DO NOT excavate into the bearing soils of the existing foundation! Vertical cuts directly adjacent to existing foundations intrude into the bearing soils and are not allowed, without some means of approved support for the existing foundation. Contact a geotechnical engineer and structural engineer for guidance. When building an addition, avoid adding load to an existing foundation. The combination of a properly designed and stable new foundation, connected to an older foundation which has load added to it, can cause differential movement between the new and old foundations and between the new and old structure. This may result in structural damage. While additions frequently involve connecting new foundations and overlying structure to existing foundations and overlying structure, anywhere that the existing overlying structure is removed, the existing foundation must be removed as well. This will allow the new structure to be constructed over a new foundation that has been designed specifically for the new structure. In addition, since special foundation requirements (above) may exist — such as the use of Structural Fill Material - the old foundation must be removed to achieve these recommendations/requirements. NOTE! Stabilizing an existing structure is preferable before attaching a new structure to it. This can be accomplished in many ways, such as controlling the water content of the soils, or installing helical piers, push piers, deep grout injection, etc. Once it is reasonably certain that the existing structure is stable, an addition may be connected to it. city c7 Wheat Ridge Allied En�-,ineerin.: Subsurface ln�cstkaation Project No. 14-101 P, 6 of 19 METAL BUILDINGS Metal buildings often incorporate large beams which connect one side of the foundation to the other and create large open areas. These types of structures create large horizontal reactions where the beams connect to the foundation. These large reactions must be accounted for in the design of the structure. It is important that these forces are resisted by large compacted soil masses outside the foundation, by tying the foundation across the middle using cables or reinforced concrete stem walls, by installing buttresses or counterforts in the foundation wall, or a combination of the above. Failure to resist these forces using proper design techniques may result in the foundation components moving, rotating, breaking, cracking, etc., and causing severe damage to the structure above. SITES OF PREVIOUS DEMOLITION When building on sites where there was an existing structure that has been demolished, areas of previous excavation such as basements, may have created loose soil areas, or voids into what was once undisturbed earth. These areas may also have been backfilled by the company performing the demolition. This backfilled soil is not acceptable for support of structures, even if some amount of untested compaction was performed on it during backfilling. This backfilled soil must be removed so that the requirements contained in `Foundation Recommendations', above, are met. Specifically, that foundation components bear on `undisturbed natural soil'. After the disturbed soil has been removed, the new foundation may bear at the depth at which undisturbed soil exists (if allowed by the soil report). As an option, and only with prior approval, Structural Fill Material may be methodically installed and tested, in order to bring the bearing grade up to a preferred level. NOTE: Excessive excavation resulting from removal of disturbed soils and other debris, may necessitate the need for shoring piers to protect adjacent properties. SHORING Depending on the proximity of the excavation to the property lines, shoring of the excavation may be required to protect adjacent property. Where space is limited, site excavation might otherwise result in slopes steeper than 1 to 1. In which case, shoring is required. On sites of limited size or where local regulations warrant, contact the local building agency for requirements. If shoring IS required due to proximity, positivel contact this office for engineered shoring specifications. There is an additional ch ge for the specifications. c�cy �1 For other locations, follow OSHA re uirements for p g Wheat Ridge ro er q pshorin or benchi g of excavations. These soils are considered Type B soils by OSHA. ��,�id�r,g o�u;sa� Allied Engi ;ecrin_ 5UbJ_1rf1ce In�rSti��ation Project No. [,S-101 PL, 7of(9 Any shoring design shall take into account the proximity of adjacent structures, and depth of adjacent foundations. Shoring should not be constructed closer than four feet from the centerline of the shoring, to adjacent foundations. Never excavate into the bearing plane (bearing soils) of existing foundations. FIELD AND LABORATORY ANALYSIS A test hole was drilled in the vicinity of the proposed structure (see Site Map) using a Mobile B53 drilling rig. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater or lesser depths if bedrock or water restrictions exist, or if additional depth is needed to make bedrock determinations. In-situ soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2 -inch California sampler. In-situ samples consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in-situ samples were retrieved, or to indicate where changes in soil composition occur as a function of depth. These samples were returned to the laboratory for analysis. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible. In order to assure valid results, non -cohesive, highly granular samples, may not have been tested for swell or consolidation potential as valid results of same are often not possible, or are inaccurate. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Investigations performed on nearby sites may also have been considered in these results. The following represents the results of the field observations, the laboratory analysis as well as our experience in the area and adjacent data. SUBSURFACE CONDITIONS In general, the subsurface conditions consist of: 0 — 3' clayey sand; poss. topsoil or fill soil; moist; dark brown, some `blue' Cit 3' — 14' clayey sand; moist to saturated; brown y `1 14' — 16' very clayey sand; saturated; brown Wheat Riage Free water was encountered at the 12 foot depth Allied Fn_sineet-in_, Suo�urt�ace Inwesti,,ation Project No. 18-I01 P�_,8of19 See the Summary of Laboratory Analysis, the Boring Logs and the Swell -Consolidation test results for additional information. SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to be `low' (defined as potential swell less than 3% swell with a 500 psf surcharge). These soils may be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink, which may cause vertical movement or cracking of slabs. Potential water sources include but are not limited to: water line breaks; excessive precipitation; irrigation system malfunctions; over -watering; negative site grading (toward the structure); a rise in a water table; a leaking hot water tank, hot tub, or water feature; a nearby septic system; downspout malfunctions or incorrect gutter/downspout construction; failure to provide a pump in a sump pit. Existing water sources, if corrected, may cause the soils to dry, shrink, and potentially drop. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. Note: So-called `structural slabs' which bear on soil, are still slabs -on -grade, and are not to be considered a structural floor system. Note: If the structure is to be constructed on the above specified compacted and tested Structural Fill Material, and the SFM will extend across the entire building footprint, the need for a structural floor system is minimized. Note: When using Structural Fill Material (SFM) below foundation components, continuing the installation of SFM across the entire building footprint reduces the risk of slab movement as well. GENERAL SLAB INFORMATION The following is general information regarding slabs -on -grade, and must not be construed as an approval, release or exception, to construct slabs or basements. It is simply general information which describes and can limit the damage to structur''� which can result from the construction of slabs. Vertical movement of slabs and ther,,�� � force they can exert on lower partition walls and thereby the structure above, is the #1 cause offoundation and structural damage in the Front Range area. I wheat Ridge Slabs should bear on undisturbed natural soils, or on properly conditioned an Bute compacted soils. If the on-site soils are potentially expansive or may consolidate, it is Allied l.n ineerinl �uhsurthce In�etijatio;� Project No. 18-101 P�!9ofl9 preferable to bear slabs on non -expansive imported materials - materials which will also minimize the transfer and/or retention of any water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. The use of gravel may allow undesirable migration of water below the slabs. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls constructed over floating slabs must be constructed with a minimum of 1 V2 inches of `float' to allow for movement of the slab without damaging any part of the structure above. Float shall be built into the framing AND drywall AND trim. See the Float Diagram later in this report. All doors similarly built shall be constructed with at least a 1 inch gap at floor level. Door trim must also be isolated from slab movement. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. Garage door trim must be isolated from floating garage slab movement. If additional information on float is needed, please contact this or any geotechnical office. See Fig. 2 — Float Detail - later in this report. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. CAUTION: Bathrooms constructed on slabs -on -grade involve unique risks. They are difficult to install without inadvertently creating a solid connection between the supporting slab and the first floor framing above. Tile, tubs, and showers may create a solid `stacked' condition. As such, if the slab moves upward, this may cause cracking, bending, and breakage of floor tile, wall tile, the tub body, plumbing connections and fittings. Serious consideration should be given to any bath installations on slabs. Discussion of the above between owner, builder and/or buyer is important. The decision to construct these baths is a risk taken by the owner. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space rather than a slab. city �� i Wheat Ridge Diviso Allied En,ineerin,_ >ubsurf�ieL ln�e�ri`,ati}�: Project NO. 18-101 P( 10 of 19 SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for accumulation and standing of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. BACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious to aid in routing water away from the foundation. This is accomplished by the addition of clay to the top 12 inches of soil, if needed, or simply by using clayey soils in this layer. Installing landscaping fabric may be useful, because landscaping fabric restricts downward movement of water (through it) and causes water to be shed away from the structure. The on-site soils may be wetted pLiqf to being used as backfill — if needed. Do not add water to back -fill soils already in place. The on-site soils, exclusive of topsoil and organics, are suitable for use as backfill. Any first floor framing should be constructed prior to the backfill process, or, the foundation walls should be supported by bracing or some other means. SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is accomplished by creating a 10 percent slope (12 inches vertically for every 10 feet horizontally) down and away from the foundation in soil areas, and a minimum 4 percent slope on hard surfaces. Low spots should be filled in order to prevent accumulation and standing of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or and the edging and not so as to cause damming of water behind the edging. /—City c4 Sprinkler systems should be constructed so as to keep the area within 5 feetf mat Ridge structure as dry as possible. Sprinkler heads or other irrigation components shou be placed in, nor should they release water into, the area that is within 5 feet o ��e�!"g structure. Allied En_ineerin_= Snl)surf'ace In6e,,,Iig tion Proji'm No. 18-101 N, I I of 19 Downspouts must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts should discharge well beyond the limits of the backfill. The use of long downspout extensions in-place of splash blocks is advisable. See Fig. 1 for a graphical representation of some of the above. SUBSURFACE DRAINAGE Due to the presence of moist clayey soils, and in order to minimize the chances of water damage to the structure, and to reduce the moisture already apparent in the existing soils, if possible, an exterior perimeter drain is required for any structures built on this site. This drain may flow into a sump pit fitted with a pump or may `daylight' to an exterior outfall location. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from any structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the drain detail diagram(s), Fig. 3, later in this report for a typical perimeter drain cross section. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. UTILITY LINES AND PIPES BELOW STRUCTURAL FLOORS All utility lines such as sewer, water, heating systems, etc., must be protected from the expansive soils below them. These lines must be supported by the floor above, such that they are at least as high above the soil as the `void` or `float' amount — whichever is greater - specified above. Pipes and lines that are elevation specific, or rely on specific slopes or grades, cannot be allowed to come into contact with expansive soils, which may lift them and negatively affect their function, or even crack or break them. MOLD Mold has become an issue in building construction. The health risks associated with the vast majority of mold spores are minimal or non-existent, however, the debate Conti es £� and litigation on this subject is increasing. The use of proper drainage technues ,.:cy outside of the structure, and the use of subsurface perimeter drains, should keep water ;t Ridge from accumulating in a way which would trigger mold formation. However, the'lnost current building practices which reduce the likelihood of mold formation, shoul Ydbe "'9 Divison gathered, studied and followed. Y Allied Fm,-ineering, Subsurface Intiesti�;ttiun Project No. I8-101 P- 12 of Iy LIMITATIONS / DISCLAIMER In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents, and only for the proposed construction referred to herein. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. If this report appears to have conflicting requirements or recommendations, the most conservative or stringent requirements and/or recommendations shall apply. This report is intended and applicable only for the type of structure as described to us by the client. This report is NOT intended nor applicable for unconventional structures, or structures that are built on excessively deep foundations. Foundation walls or footings deeper than 11 feet are not anticipated by this report and are beyond the scope of this report. Failure to follow all of the recommendations contained herein voids this subsurface investigation and releases Allied from any and all responsibility as to the success and/or performance of the construction and structures at this site. Use of this soil report designates absolute agreement to follow all of the enclosed requirements and recommendations, and if there are any questions regarding these recommendations and requirements they should be referred to this firm. city c, Wheat Ridge IWIding piv;— . Alhcj Eii Suhstirl'at:e Project No. '18-101 N, 13 of N 7 8 9 10 11 12 13 14 16 16 17 BORING LOG Itop soil I organic I fill soil sand, clayey sand vlolayey I C-ity 0 \jVheat Ridge Allied Em_ineerinL `subsurface In esu_ati Project No. 18-10H Pg 14 of 19 SUMMARY OF LABORATORY RESULTS Hole Depth Description % Passing Moist. Dry Density Penetration* # (ft.) #200 Sieve (%) (pct) (blows/inch) 1 3 sand, clayey 28 17 101 10/12 1 8 sand, clayey 37 19 - 12/12 1 16 sand, v. clayey 44 25 - - * 140 lb hammer falling through 30 inches equiv. Wheat Ridge (Building Divisors Allied Fnjneerim, SUbSLIrfAce Project No. 18-101 P- 15 of 19 PRCVCE A MMMUA 1OPE F '2' S T'rIE CUC SCM E S7-0LCJ'FE q. ROU -,L-EF. DCWNSPCLT A.ND 0(7 SHCUU) OCENP BEYCN- 'LE RtYr, R WK AREA -- - --------- ------------ 'R SARK 2' SFZZ - k-5 Fig. I - Grading Detail /10, City C -f Wheat Ridge wilding Diviso ,~<liied EnirL�rin�r Pro jcCt No. 18-101 Py 16 of 19 Framing Detail for Floating Walls or `Float Drill 3/8" dia. hole in top } base plate and use 60 penny nails at about 3'-0" c.c. to stabilize frame wall. Drive large nail into lower base Dlate Wall base board nailed to base plate, only 1/2"xl" nailing strip to hold _ base board in place �Q 2"x4" stud wall secured from above by metal straps or nailing 1/2" drywall nailed to studs, only s?ace to allow fcr independent movement cf the floor slab Q ecur base plate s J\� � secured with 3" O © concrete nails or ramset studs LI Concrete floor slab Fig. 2 — Float Detail City of Wheat Ridge ing Allied Enuineerim� SUb-;L11-f,1cc 1114eSli,—,dlioll Project No. 18-101 P- 17 of 19 W-- stcpEn 2 U FACE IVALIL TP ANC BC'7OJA Porp '0 M 407 DIKE *7 - Soo OR MG4.NG X, TCP i2* OF *F- :WPICTM WxFu --ApAhS10 _Ulcp SLAB POLYET),'Y1 E GLuED M EXTENDED ALONG T)4E 90�ium ur W 6(CAVA",04 :/WF PRXNG COMPACM, BACKFL a"BLE PIPE SLOPE DRAIN PIPE 1 /6 Pr -,q COOT * �,Ayl-cro- OR A 3k,M,,P P7 BACKFL ARC NC -"E --.�NOA-CN SK"LL H 'ADS7NED AJN, �CUPACTE] AND � 7C PRE'L-H vCNDN3 �-ftk GRACE SK,,� 8E NEL SLS - c )F R&NI-AL- RRIGA-CN 00—,S. "C SNOW ME'-- AC CEN' :AJ -CN: DO NC7 DIKE R UPEDE 1~E � :W F NA7R AWA r,-abNQAh()N Nk---3 *7-H SCO -DOING ,R H—aANE SRA4E- MINE XWNSPr!,-, AND Fig. 3a - Perimeter Drain Detail for Footings Foundation details may vary. City L1 Wheat Ridge j1ding Diviso Alliecl Engineerinu Subsurface lwvest�[-Iyation Project No. 18-101 Pg 18 of 19 Drilling location F City e.J ' Wheat Ridge Building Divison, k Allied E:n_iMeerin„ Sii1?�ilCidCc 11i`cCi'?d[li}ti Project No. 13-101 P- 19 of 19 Appendix A USE OF STRUCTURAL FILL MATERIAL Structural Fill Material (SFM) must be obtained from a pit or supplier that certifies that the material meets Aggregate Base Course (ABC) Class 6 / Structural Fill Material guidelines. Recycled concrete is also acceptable, provided the supplier certifies its use as SFM meeting the Class 6 specification, such as ABC Class 6 - Type II. SFM may also be obtained from a non -certifying supplier or other location, provided it is tested by a geotechnical testing facility, and it meets the specifications of Class 6 Road Base. The following are not acceptable for use as structural fill material: pea gravel - river rock - cobble - squeegee - sand SFM must be properly placed. Placement should be made in small `lifts'. Lifts are layers of material that have yet to be compacted. Depth of the lift is dependent upon the type of construction being supported and/or the specifications of the building plans, but never more than 10 inches. Placement may require the determination of the SFMs `optimum density and moisture content' (proctor test), as well as testing of its moisture and density during placement. The contractor may need to add water to the fill in order to achieve proper compaction. The contractor may elect to add water at the borrow area in order to achieve uniform moisture conditions in the fill material. Properly moisture conditioned SFM is damp, not wet. Placement with a heavy loader works well. On smaller projects, use of a loaded wheeled skid -steer, a `jumping jack' compacter, or equivalent works well. The SFM must be rolled and compacted until there is NO deflection of its surface when rolled by the above equipment. Compaction using a vibratory plate mounted on a backhoe or other equipment is NOT acceptable for compaction of materials supporting foundation components. It is the responsibility of the builder or contractor to contract any compaction testing firm, to retrieve and deliver soil samples, if needed, to the testing firm. Compaction should be ninety-five percent standard proctor for foundation components. The depth requirement for the fill material is found in the soils report. The horizontal extent of the fill around pads or footings, must be at least equal to its depth. The Open Hole Inspection - which is required whenever a footing type of foundation is planned - must be undertaken when the `over -excavated' depth is reached, r;h�ipVi8sv has yet to be placed. The excavation sidewalls may be paint -marked using point of the base of the excavation as a guide, and these marks must be covtime of the follow up inspection. Ridge uiiding Diviso 11 Moisture Content percent Dry Un.1 We,grht = Oct Sample of From � I i ► I i I at r � d d I I.0 iu APPLIED PRESSURE — ksf Moisture Content = Dry Unit Weight = Sample of: From: - - - percent pcf of to to ,00 APPLIED PRESSURE — ksf Proiect No. Project i RVVFI I-�nNRnl I(�ATI(�N TFRT RFRI II TR Fia. City c -f at Ridge COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate ',',.� �G�....! �•.,y,. RECEIVED O •• S • • Project Information :` : Jug z 0 Min' :011278 Energy Code: 2015 IECC ' �' � W •* _' Project Title: Colorado Floor Company �� Project Type: New Construction;SSS ��� t003r/ '�► 9 ••,QNA .00 Q Construction Site: Owner/Agent: ••••••Of i+'Yfe'signer/Contractor: 13050 W 43rd Drive Harold Hawkins Brent Hammond Golden, CO 80403 Colorado Floor Company BF Hammond Electrical Design, LLC 13050 W 43rd Drive 9449 Schlagel Street Golden, CO 80403 Longmont, CO 80503 303-421-2228 303-678-0446 Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Warehouse 2790 0.59 1657 Total Allowed Watts = 1657 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Warehouse LED 1: C: LED Strip: Other: 1 12 83 996 Total Proposed Watts = 996 Interiors • Design 41 ' better than code Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Brent F. Hammond, President © cl.; sY//� Name - Title Signature Date City (-t Wheat R►dge Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 1 of 5 eCOMcheck Software Version 4.0.7.0 1, x1l, Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. #Plan & Req. IDI Review Complies? � Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. Additional Comments/Assumptions: City c' Wheat Ridge Building Divison 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 LowImpact(Tier 3) Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: CACOMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 2 of 5 Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 _ Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in ❑Complies [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [EL23]2 visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑ Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies C405.2.3. equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑ Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable C405.2.3. 3 controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and ❑Not Applicable separated from general lighting. C405.3 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not ❑Not Observable C1tX c ❑Not Applicable Additional Comments/Assumptions: Wheat Ridge guildin9 piviso" 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 3 of 5 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated ❑Not Observable [FI17]3 representative. ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. C408.2.5. Furnished as -built drawings for ❑Complies 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies [FI3311 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City c: Wheat Ridge ing D 1 !High Impact pact (Tier 1) i 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 4 of 5 COMcheck Software Version 4.0.8.2 Mechanical Compliance Certificate RECEIVED Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 13050 W. 43rd Drove Golden, CO 80403 90.1 (2010) Standard Colorado Floors expansion Golden, Colorado 5b New Construction JUN 2 0 2018 Pe(VLI:�- Owner/Agent: Designer/Contractor: Steven Forrester DMA Engineering 8120 Sheridan Blvd Ste C100 Westminster, CO 80003 303-596-9644 Mechanical Systems List Ouantity System Type & Description 1 HVAC System 1 (Unknown): Heating: 2 each - Unit Heater, Gas, Capacity = 100 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency = 80.00% Ec Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 2000 CFM, 0.5 motor nameplate hp Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.0.8.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Steven Forrester, Principal Ndine - I iue nature 5-29-18 Date Data filename: Untitled.cck Page 1 of 8 COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 13050 W 43rd Drive Golden, CO 80403 2015 IECC Colorado Floor Company New Construction Owner/Agent: Harold Hawkins Colorado Floor Company 13050 W 43rd Drive Golden, CO 80403 303-421-2228 Brent Hammond BF Hammond Electrical Design, LLC 9449 Schlagel Street Longmont, CO 80503 303-678-0446 Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Warehouse 2790 0.59 1657 Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Total Allowed Watts = 1657 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Warehouse LED 1: C: LED Strip: Other: 1 12 83 996 Total Proposed Watts = 996 Interior• • • 1 ' • • Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Brent F. Hammond, President r 4772- y// $ Name - Title Signature Date Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 1 of 5 W: W. 00 J .Fss '• �` . 4 •. /ONAL •• ��i:�Tc'••••••• Brent Hammond BF Hammond Electrical Design, LLC 9449 Schlagel Street Longmont, CO 80503 303-678-0446 Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Warehouse 2790 0.59 1657 Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Total Allowed Watts = 1657 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Warehouse LED 1: C: LED Strip: Other: 1 12 83 996 Total Proposed Watts = 996 Interior• • • 1 ' • • Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Brent F. Hammond, President r 4772- y// $ Name - Title Signature Date Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 1 of 5 COMcheck Software Version 4.0.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # & Req.ID Plan Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. Additional Comments/Assumptions: City t Wheat RI-d9e 1 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 2 of 5 Section .# Rough -in Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable []Not Applicable C405.2.1 Occupancy sensors installed in ❑Complies [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [EL23]2 visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑ Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies C405.2.3. equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable C405.2.3. 3 controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is []Not Observable automatically controlled and ❑Not Applicable separated from general lighting. C405.3 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City a wheat Rtmnq 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 3 of 5 Section # Final Inspection Complies? Comments/Assumptions & Req.iD C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated ❑Not Observable [FI17]3 representative. []Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. C408.2.5. Furnished as -built drawings for ❑Complies 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies (FI33]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ,',,eat Ride 1 11 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Colorado Floor Company Report date: 05/25/18 Data filename: C:\COMcheck 4.0.7 Newest Version\18046 Colorado Floor 5-24-18.cck Page 4 of 5 ,,� COMcheck Software Version 4.0.8.2 PAO x1.0Mechanical p4k_Iw Certificate 3 Project Information Energy Code: 90.1 (2010) Standard Project Title: Colorado Floors expansion Location: Golden, Colorado Climate Zone: 5b Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 13050 W. 43rd Drove Steven Forrester Golden, CO 80403 DMA Engineering 8120 Sheridan Blvd Ste C100 Westminster, CO 80003 303-596-9644 Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Unknown): Heating: 2 each - Unit Heater, Gas, Capacity = 100 kBtu/h Proposed Efficiency= 80.00% Ec, Required Efficiency = 80.00% Ec Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 2000 CFM, 0.5 motor nameplate hp Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.0.8.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Steven Forrester, Principal NdlilC - I IIIC :..v,� L.�c7<w tE 5-29-18 Signature Date Data filename: Untitled.cck Page 1 of 8 FIRE INSPECTION SERVICES � Data Submittal 060-20&0�1 -:r.,.,rJ..- ,-, -" Gam ell IR= CON-RO .NSTRL:MEN M5 by Honeywell FIRE ALARM SYSTEM The Colorado Floor Company 13050 W. 43rd Drive Golden, CO 80403 ELECTRICAL CONTRACTOR Dart Electric 0 0 Dwayne 11930 W 44th Ave Wheat Ridge, CO 80033 PHONE (303) 432-8370 FAX (303) 422-0680 Photoelectric Smoke Detectors System Sensor i3,., series smoke detectors represen `-J significan t odvoncemen t in conventional detection. The i3 family is founded on three principles: installation ease, intelligence, and instant inspection. Features Plug-in detector line, mounting base included Large wire entry port In-line terminals with SEMS screws Mounts to octagonal and single -gang back boxes, 4 -square back boxes, or direct to ceiling Stop-Drop'N Lock attachment to base Removable detector cover and chamber Built-in remote maintenance signaling Drift compensation and smoothing algorithms Simplified sensitivity measurement Wide-angle, dual -color LED indication Loop testing via EZ Walk feature Built-in test switch Agency Listings MEA MSFM 00.LISTED approved approved & F M $ APPROVED Installation ease. The i3line redefines installation ease with its plug-in design. This allows an installer to pre -wire bases (included with heads). The large wire entry port and in-line terminals provide ample room for neatly routing the wiring inside the base. The base accommodates a variety of back box mounting methods as well as direct mounting with drywall anchors. To complete the installation, P heads plug into the base with a simple Stop -Drop 'N Lock' action. Intelligence. i3 detectors offer a number of intelligent features to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the P line to minimize nuisance alarms. 2 -wire i3 detectors can generate a remote LED - indicated maintenance signal when connected to the 2W-MOD2 loop test/maintenance module or a panel equipped with the i3 protocol. The SENS-RDR, a wireless device, displays the sensitivityof i3 detectors in terms of percent -per -foot obscuration. Instant inspection. The i3 series provides wide-angle red and green LED indicators for instant inspection of the detector's condition: normal standby, out -of -sensitivity, alarm, or freeze trouble. When connected to the 2W-MOD2 loop test/maintenance module or a panel with the i3 protocol, the EZ Walk loop test feature is available on 2 -wire i3 detectors. This feature verifies the initiating loop wiring by providing LED status indication at each detector. Commander4 Series Selectable GCS/GCC Candela Evacuation Signals Applications The GCS/GCC Series is a ceiling mount strobe or horn/strobe combination that offers dependable audible and visual alarms and the lowest current consumption. The GCS/GCC offers tamperproof field selectable candela options of 15, 30, 75, 95, 115 and 150 candela. The GCC horn offers a continuous or synchable temporal three in 2400Hz and mechanical tone. All tones are easy for the professional to change in the field by using switches. The models are shipped from the factory in the temporal three alarm mode. The GC Series has a very minimal operating current and has a minimum flash rate of 1 Hz regardless of input voltage. The Commander' Series comes standard with the 4" mounting plate which incorporates the popular Super -Slides feature that allows the installer to easily test for supervision. The product also features a locking mechanism which secures the product to the bracket without any screws showing. The Commander' also features the patented Checkmate° - Instant Voltage Verification feature which allows the installer to check the voltage drop draw without removing the signal. The GC Series appliances are ANSI/UL 464 and ANSI/UL 1971 listed for use with fire protective systems and are warranted for three years from the date of purchase. 24VDC SERIES Product Listings SIGNALING APPROVED FR9V LISTED • ANSI/UL 464 and ANSI/UL 1971 Listed • FM Approved • CSFM: 7135-0569:122 (GCC) Standard Features 7125-0569:123 (GCS) • Nominal voltage 24VDC • MEA: 285-91-E • Tamperproof field selectable candela options of 15, 30, 75, 95,115 & 150 Patents • Super -Slide-" Bracket - Ease of Supervision Testing • 7375,617 May 20, 2008 • Checkmate's - Instant Voltage Verification • Unit Dimensions: 6" (15.24 cm) x 2.6" (6.604 cm) Product Compliance • Synchronize strobe and/or horn with Gentex AVSM Control Module • NFPA 72 • Americans with Disabilities Act (ADA) • Prewire entire system, install mounting bracket, then install signals • IBC/IFC/IRC • Documented lower installation and operating costs • City & State ordinances/Laws/Regulations • Input Terminals 12 to 18 AWG • Quality Management System is certified to: • Switch Selection for High or Low dBA ISO 9001:2008 • Switch Selection for 2400Hz or Mechanical Tone • Switch Selection for Continuous or Temporal 3 MEMBER • Tamperproof re-entrant grill *N -R-1 ASSEMBLED IN • Surface mount with the GCSB (Gentex Ceiling Surface Mount Box) THE DSA • Silence audible while visual appliance will remain flashing (for use in accepted jurisdictions) • Faceplate available in red or off-white GCS Series 24 Volt Ceiling Mount Selectable Strobe Model Number Part Number Nominal Voltage Candela GCS24CR 904-1213-002 24VDC 15, 30, 75, 95, 115, 150 GCS24CW 904-1215-002 24VDC 15, 30, 75, 95, 115, 150 GCS24PCR 904-1214-002 24VDC 15, 30, 75, 95, 115.. 150 GCS24PCW 904-1216-002 1 24VDC 1 15, 30, 75, 95. 115, 150 GCC Series 24 Volt Ceiling Mount Selectable Horn/Strobe Model Number Part Number Nominal Voltage Candela Temp 3 2400Hz Reverberant dBA @ 10ft. perANSI/UL 464 In Anechoic Room dBA @ 10ft. GCC24CR 904-1209-002 24VDC 15, 30, 75, 95, 115. 150 81-86 90 GCC24PCR 904-1210-002 24VDC 15, 30, 75, 95. 115, 150 81-86 gp GCC24CW 904-1211-002 24VDC 15, 30, 75, 957 115. 150 81-86 90 GCC24PCW 904-1212-002 24VDC 15, 30, 75, 95, 115. 150 81-86 gp Model Designations: C = Ceiling Mount R = Red Faceplate W = White Faceplate All units are available in plain (no lettering). Plain units are non -returnable. GC24 Product Strobe Current Ratings (mA) Candela 15cd 30cd 75cd 95cd 11 5c I 150cd 24VDC 72mA 101 mA 167mA 200mA 214mA 286mA 24VDC (16-33 Volts) UL Max' 120mA 120mA 200mA 220mA 290mA 321 mA GCC24 Product Horn Decibel and Current Ratings (mA) Horn Mode Minimum dBA @ 10ft. per ANSI/UL 464 (HIGH) Minimum dBA @ 10ft. per ANSI/UL 464 (LOW) Regulated 24VDC Max. Operating @ High Setting (mA) Temp 3 2400Hz 83 75 23 Temp 3 Mechanical 81 73' 22 Continuous 2400Hz 86 78 23 Continuous Mechanical 84 76 22 NOTES: • Operating temperature: 32°to 120°F (0° to 49°C). The GC Series is not listed for outdoor use. • The sound output for the temporal 3 tone is rated lower since the time the horn is off is averaged into the sound output rating. While the horn is producing a tone in the temporal 3 mode its sound pressure is the same as the continuous mode. • For nominal and peak current across UL regulated voltage range for filtered DC power and unfiltered (FWR [Full Wave Rectified]) power, see installation manual. • Gentex does not recommend using a coded or pulsing signaling circuit with any of our strobe products (see Technical Bulletin Number 014). Operating the horn in this mode at this voltage will result in not meeting the minimum ANSVUL 464 reverberant sound level required for public mode fire protection service. These settings are acceptable only for private mode fire alarm use. Use the high dBA setting for public mode application (not applicable when using the chime tone. The chime tone is always private mode). RMS current ratings are per UL average RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16-33VDC for 24VDC units). For strobes the UL max current is usually at the minimum listed voltage (16VDC for 24VDC units). For audibles the max current is usually at the maximum listed voltage. For unfiltered FWR ratings. see installation manual. Mounting Super -Slide® 3. SNAP COVER OVER ASSEMBLY 1. SLIDE ONTO BRACKET Checkmate° Instant Voltage Verification DCT �1 E _. S+ s� o i S_ ��I H. e H H+ 3! .g21t - The access holes are provided in the back of the terminal block to allow the voltage to be measured directly without removing the device. Typically this would be done at the end of the line to confirm design criteria. Most measurements will be taken using the S+ and S- locations although access is provided to other locations. NOTICE: CARE SHOULD BE TAKEN TO NOT SHORT THE TEST PROBES. Switch Locations 12345 �' c I rp,I 15 IS Switch positions 1 and 2 in the down position to select isolated horn and strobe power inputs. Switch 3 selects between temporal or non -temporal tone. Up is temporal. Switch 4 selects between mechanical or high frequency tone. Up is mechanical. Switch 5 selects between high or low dBA. Up is high dBA. Conventional GC Series Wiring Diagrams UL Listed Control Panel Signal Signal S+ S+ S- H+ H- S+ S+ S- H+ H- S)Supervised 0 0 Signal Circuit \ + No OF LINE RESISTOR UL Listed Control Panel Signal Signal S+ S+ S- H+ H- S+ S+ S- H+ H - Supervised Signal Circuit \ ENO OF LINE RESISTOR ENO OF LINE RESISTOR NOTES: All strobes are designed to flash as specified with continuous applied voltage. Strobes should not be used on coded or pulsing signaling circuits. However, use of the Gentex AVSM control module or Gentex synchronization protocol is permitted to synchronize the strobe, horn and/or mute the horn. See Technical Bulletin 014 for additional information. FOR SYNCHRONIZATION WIRING INFORMATION, REFERENCE AVSM CONTROL MODULE DATA SHEET (551-0031) AND/OR AVSM CONTROL MODULE MANUAL (550-0284) FOR SYNCHRONIZATION MODULE WIRING DIAGRAMS. AVSM CONTROL MODULE DATA SHEET AND MANUAL CAN BE OBTAINED AT http.//www.gentex.com OR CALL GENTEX CORPORATION AT 1-800-436-8391. Architect & Engineering Specifications The visible and audible/visible signal shall be Gentex model GCS or GCC or approved equal and shall be listed by Underwriters Laboratories Inc. per ANSI/UL 1971 for the GCS and ANSI/UL 464 for the GCC. The notification appliance shall also be listed with the California State Fire Marshal (CSFM) and the Bureau of Standards and Appeals (NYC). The notification appliance (combination audible/visible units and audible units only) shall produce a peak sound output of 90dBA or greater as measured at 24VDC in an anechoic chamber. The signaling appliance shall also have the capability to silence the audible signal while leaving the visible signal energized with the use of a single pair of power wires. Additionally, the user shall be able to select either continuous or temporal tone output with the temporal signal having the ability to be synchronized. The audible/visible and visible signaling appliance shall also maintain a minimum flash rate of 1 Hz or up to 2Hz regardless of power input voltage. The appliance shall have an operating current of 72mA or less at 24VDC for the 15 candela strobe circuit. The appliance shall be polarized to allow for electrical supervision of the system wiring. The unit shall be provided with a mounting bracket with terminals with barriers for input/output wiring and be able to mount to a single gang or double gang box or double workbox with the use of an adapter plate. The unit shall have an input voltage range of 16-33 volts with either direct current or full wave rectified power. The appliance shall be capable of test supervision without disconnecting wires, verify voltage without removing unit and be capable of mounting to a surface back box. 24 units per carton 29 pounds per carton G E N T E X lmporlam Nati°e 5 51-0051-06 These materials have oeen prepared Gentex Corporation l for ad,,-"Gentea be sod purposes only. are •cessarily summary, and are not purported to serve as legal advice and should nut be used as such. p mind not CORPORATION Gentex makes no representations and warranties. express or implied. that these materials are complete and accurate, u° -to -date, or In compliance with all relevant local, state and federal laws, regulations and rules. Fire The materials do not address all legal consldera toas there is Inevitable uncertainty regarding '^'erorelation lase-, Protection Products Group• www.gentex.com 10985 Chicago Drive •Zeeland, Michigan 49464 of regula"°ns and r°'eco"°Ihe appLcation °'such laws. regulations and rules to particular fact panams. Each person's activities can dilfetently affect the obligations that exist under applicable laws regulations ar rules. Therefore. these materials should be used only for Informational and 616.392.7195 • 1.800.436.8391 • 616.392.4219 purposes should not be used as a substitute for seeking professional legal advice. Gentex will not be for Fax onslble any action °r fallen to act in r4anye „pan the information contained In this material. Gentex Corporation reserves the light to make changes to the product data sheet at then discretion. ❑ No one available for inspection: Time _'�' ASPM Re -Inspection required: Yes( No) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: �r_7 Iza— 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 Inspection Type: S Job Address: Permit Number: 170 pl ❑ No one available for inspection: Time _'�' ASPM Re -Inspection required: Yes( No) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: �r_7 Iza— DO NOT REMOVE THIS NOTICE N 0 cQ a O• 0 1 -nr -0 n O v�o --q❑ ■ n O m O a� * CD O 3 m = m m ° � � 3 0 9Q m C A '� � 3 c, y •°�,' c No oN o -1 � n a R CCr ��D w 3 NAN C7 D O o CDcr 0)m `,y CD Z z r- .0 p m a N y p 3 ai nv N Z O o m G) z U)o �,CD�. eco 0 m ° 7(OZ) w Cn E� CD �� w �-D Owo = 3 5 � a o 3 -< U)c o _. CD m •CSD m w v < <ao v O S o 4h,n D o CD v --ho— p a �, CD- m ins -1 ::r0 CD 3 m 3 0'o m Da) D-0 M =r suCD CD ° cn m o o � 3 v Q U O X CD �• —I CCD CJI n `� y 0 (n C7 N = l< rt CD v C) 3 �. � 60CD CL cn O CD m c�� ;Nl m a --o � W CD O s� �C�� 5: CD a o�y oma, 0�v rt�O N n O �_ e� CD CD 11) om G) �O rt 3 p v <' CD -oma m m W rn ao,3: °° CD °�s XM= w cQ wCD C � (a CD m C OCr < CD cr - n �• w m CD CD Co CD _ c c Q V fl- Q m n �'cn n o d CL D CD =" 0 CL ° _ O C 00 v rt CDw co �. N' CD C7 C D W O N c CD Z < w 3 CD 3 N O y O CCD vyi 0- CD CD (D CD CD =r 'O .' 9 CCD CCD O' -4=- CD N Cn a- O C2 CD 20 I7 b d --309 INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupan;r)R(� Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier 'V2 Concrete Encased Ground (CEG) Rough Electric * (/ Foundation / P.E. Letter /(-// L/PfV M) UO NOL tour I.Onr_rPTP- wriinr 1 n Onnmuni "t Tho Ahnvn Underground/Slab Inspections Date Inspector Comments Initials Electrical S,Pwertserviee U lip UZ, cz&vr,m /V /7 Plumbing =1@1•\N1iVio1'L:,4Stu] all [:4toIto] IIaI* Kola :T:7rGIVIAIiD.'lFli1yi7sTIA7JVT.17r.7,V'T.T7.Tr KaI=NTW,11 17T7 _ Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof ROW & Drainage / Public Works Dept. Lath / Wall Tie 'V2 Rough Electric * (/ 1,9 /(-// L/PfV M) Rough Plumbin /Gas Lin Final Electrical 511611-7 U l'1 %AI nS Rough Mechanical /2 ��7L/9Z %ti lV & ('a � s �a/IV ���r cai,i Rough Framing 5 /ja0,/7 �r 4V if 5 //(-' 11_'7 L 4 fV/!D Rough Grading Insulation Roof9!4 Drywall Screw/ Nail Final Window/Doors Final Inspections Date Inspector Comments Initials Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical ��7L/9Z %ti lV & ('a Final Plumbing i ?�yrl ,-r,c�L Final Mechanical�� Roof9!4 Final Window/Doors - Final Building NOTE. • All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate ofOccupancyis issued Approval of the, Final Building inspection does not constitute authorization of occupancy. *For low voltagepermits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window - Please email insptimerequest@ci.wheatridge.co.us by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather --leTw*�)YY 6 1'0 A C)C) —2,) C) [�05c> �0 43,-A INSPECTION CORD Occupancy/Type �e R INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspectionl��► Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation/ P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical 5A. j7 cAvtp Sewer Service Plumbing UO Not cover Underground or Below/In-Slab Work Prior To Approval Of The Ahnva Incnpetinnc Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof — Lath / Wall Tie Rough Electric " 5 A { tVZi Rough Plumbing/Gas Line Rough Mechanical Rough Framing A9I Rough Grading _ Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection /Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE; All items must be completed and approve y Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Bu /ding inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 5724 Sacajawea Way Loveland, CO 80537 (970) 461-3700 To: The Colorado Floor Company Attn: Mr. Dave Donley 13050 W. 43rd Drive Golden, CO 80403 Re: Job No. 16-2276I Mezzanine Framing Inspection 13050 W. 43rd Drive Golden, CO Mr. Donley, June 2, 2017 Per your request, a representative from Straight Line Design, Inc. performed an inspection at the above referenced address. This inspection was performed on May 11, 2017. The purpose of this site visit was to confirm that all structural components and applications regarding the construction of the mezzanine addition and remodeled existing building were completed within general conformance of the engineer approved plans and specifications completed by Straight Line Design, Inc., job no. 16-2276A, dated March 31, 2017 (revised) and/or our verbal recommendations. Upon completion of our inspection, we complied a list of corrections that needed to be addressed prior to our approval of said project. Our list consisted of installing additional "gang studs", framed walls and additional floor reinforcement near the south west corner of office "A" in order to provide adequate support for the roof top unit (RTU) located above the area. A framed wall should be installed beneath the west end of the W 14x38 steel beam, construct a "box column" at the south end of the W 14x34 steel beam located at the east section of the building, install steel "web stiffeners" and shims at the steel beam connections near the center section of the building and provide additional framing (i.e., ledger boards, 2x4 framed wall and hangers) as required at the access area located adjacent to the first floor ADA bathrooms. On May 29, 2017, we confirmed that all of the required correction were completed as specified. Our inspections and this report confirms that all structural components and applications pertaining to the construction of the mezzanine addition and existing building remodel have been completed and approved by Straight Line Design, Inc. Please note: The local building jurisdiction will require an additional inspection(s) be performed, by a City, County and/or State of Colorado Building Official, to confirm that all code restrictions have been properly addressed. Please feel free to contact our office if you have any questions or concerns regarding the inspections and/or this report. Sincerely, Scott A. Skeen, President Straight Line Design, Inc. A City of Wheat Ridge Comma Tenant Finish PERMIT - 201700308 PERMIT NO: 201700308 ISSUED: 04/06/2017 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 04/06/2018 JOB DESCRIPTION: Tenant finish, extend 2nd floor mezzanine; New 15 ton RTU, new 50 gallon hot water heater (electric); 1038 sq ft *** CONTACTS *** OWNER COLORADO FLOOR COMPANY GC (303)881-4469 David Donley 170010 High Mark Construction LLC SUB (303)422-2265 Tom Griffith 020062 TD PLUMBING CO., LLP SUB (303)280-9177 Glenn Hibl 021091 Precise Mechanical Services SUB (303)910-9635 James Francis 022317 Apple Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 197,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,142.51 Use Tax 3,546.00 Permit Fee 1,757.70 ** TOTAL ** 6,446.21 *** 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, 2014 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. Kimberly Cook (10 1 � oa I ItO [A), From: Neil Rosenberger <nrosenberger@fairmountfire.org> Sent: Tuesday, August 29, 2017 3:34 PM To: Kimberly Cook Cc: Robert Ipatenco Subject: 13050 West 43rd Drive Inspection Sign Offs Hi Kim, Per your request here is the list of Signoff Inspections we performed at Colorado Flooring„ 13050 West 43r6 Drive: • 5/30/2017 fire Sprinkler Rough Inspection *Failed* • 6/01/2017 Fire Sprinkler Rough Inspection *Passed* • 6/01/2017 Fire Alarm System Rough Inspection *Passed* • 7/13/2017 Fire Sprinkler System Final Inspection *Passed* • 7/13/2017 Fire Alarm System Final Inspection *Passed* • 7/13/2017 Tenant Finish Final Inspection *Passed* We attempted to fill out the City of Wheat Ridge inspection card signoffs while on-site for the inspections, but the contractor said that he was unable to locate them. Please let me know if you need any additional information. Thanks! /I/ell Neil Rosenberger Fire Marshal, CFO, FM, MlFireE Fairmount Fire Protection District 4755 Isabell Street Golden, CO 80403 (303) 279-2928 ext. 104 nrosenberger@fairmountfire.org Fire sprinklers save lives and property 24/7 Cru CFAs "SATIS EXCELLENTER HOSTIS" good enough is the enemy of excellence N y � x � N w m ro m CO ' m O u m M m m m r41. 0 � a Q 0 e 0 N b a� u '�I A Dl ro c m x ro w 41 q .4 CD 0 M v m b Q to a m O �)CD CD P Id 4J 00 m 0 O N +) o � 7 00 Q A 7r Z Ln `j L� V Uy 41 1 0 ro m [T ro rn r a •.4 ro 10 m U A A W0 m U w N m V d+ a 41 Ln 0 x u N m m m O o a43 t` 0 W w rl u 44 a 0 O x m o a N e+ D ro N U $4 R o w m 441 101, •ri m N 0 m U 41 b •� m wto H a N a R M L) 0 x U z 0 U a 0 13 i a ro N w 3 w o N �n N O o ri r, a hoz q9 Qm a 15 W W H o u a uu a P. w° O A a) 8 7� b� U7y :jO 44 A N N 0 4.)Ha 44 U 4.) 0 H to E-4 w U O +1 3 y W U to N 4J A U 0 1a ua ro 0 m H � A la A U z° v b 0 N H ri V, rn ro bl W 0 4) N .H A U W W 0 4) A 0 'A U rn b V. 0 ro .4! U N0 O y w 0 ro w U cd 44 -1 ,rl u 43H N c1 U W 00 P4 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D vj S Job Address: 17:) U S U Ll sl 2 Permit Number: r , i -7 r, '3 n ❑ No one available for inspection: Time II � 6 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 7� Date: (_� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 4.7 Building Inspection Division - (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M E 1 / &F 1 Job Address: 13o5'0 L./ 143 /10- Ok Permit Number: 7 o I "%UU 3 oe rV l - 4 /l /11r.0b" Cl 17 Hfv L,15� ruA, i?TV Ar <ss 1'' E l - All Qv -r .s cr y*^ c U ❑ No one available for inspection: Time 7,149 AM(Eg> Re -Inspection required: Yes &0> When corrections have been made, call for re -inspection at 303-234-5933 Date: 71 ////.7 Inspector: 6 A f 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: PF Job Address: 505�p 1 00 D2 Permit Number: Z13I�? �3 �? 1 ❑ No one available for inspection: Time 1 U -_J /PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234- Date:- 2112117 Inspector: (SAP 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 -NO 'IC Inspection Type:', _ Job Address: /3 0 S D In/ '', L/2 Permit Number: '',2.6 / -'2 c 03 o ❑ No one available for inspection: Time --'/_-2 (-� AM/PM 0 Re -Inspection required: Yes No When corrections have been made, call for re-inspe'ctlo'3t 35;434r5933 Date: Inspector: r DO NOT REMOVETHIS 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 tt ( 1 1992 i 1 K l Job Address: 13050 Lj q % Pe' Permit Number: 2o 1700 36'? 4z I/ Nafyl, 57,E le 7�✓� ❑ No one available for inspection: Time_ r2'l-IJ,AID Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 Date: '' Inspector: DO NOT REM04 THIS NOTICE � A4, CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: DW S Job Address: 1 3 pso W. Permit Number: 20F) Ob -39Z ❑ No one available for inspection: Time A /PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 'L- - 9*11"� p CITY OF WHEAT RIDGE 1' b t Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AR I, ex t rm 61 Job Address: 1.3 t ._547 4,a &13 CK 5-r& Z&O Permit Number: 201700308 1,PIVIAs - r vd// rfd4 k ❑ No one available for inspection: Time 2,'30 A !P 7 Re -Inspection required: Yes(_/' *When corrections have been made, call for re -inspection at 303-234-5933 Date:�//t��i�7 lnspectorr,/<:��c - DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office o (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE PQ i Job Address: 1 6 � (.' k,-) L/ 2 11 v � 0-, Permit Number: Q I -7 ,, ' (- , 77 0 9 j A 4� T) 1" U i rc 3 El 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: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge } Comm. Tenant Finish PERMIT - 201700308 PERMIT NO: 201700308 ISSUED: 04/06/2017 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 04/06/2018 JOB DESCRIPTION: Tenant finish, extend 2nd floor mezzanine; New 15 ton RTU, new 50 gallon hot water heater (electric); 1038 sq ft *** CONTACTS *** OWNER COLORADO FLOOR COMPANY GC (303)881-4469 David Donley 170010 High Mark Construction LLC SUB (303)422-2265 Tom Griffith 020062 TD PLUMBING CO., LLP SUB (303)280-9177 Glenn Hibl 021091 Precise Mechanical Services SUB (303)910-9635 James Francis 022317 Apple Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 197,000.00 FEES PAID Total Valuation 0.00 IM -ML Plan Review Fee 1,142.51 w -A to - Use Tax 3,546.00 �,y� ( 0 Permit Fee 1,757.70 I. JJj, ** TOTAL ** 6,446.21 *** 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, 2014 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. \� 6 A 4 City of Wheat Ridge Comm. Tenant Finish PERMIT - 201700308 PERMIT NO: 201700308 ISSUED: 04/06/2017 JOB ADDRESS: 13050 W 43rd Dr EXPIRES: 04/06/2018 JOB DESCRIPTION: Tenant finish, extend 2nd floor mezzanine; New 15 ton RTU, new 50 gallon hot water heater (electric); 1038 sq ft 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 1 am the legal owner or have been authorized by the legal owner of the proper and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further att hat legally authorized to include all entities named within this document as parties to the work to be performed and that a�t e �erforq�ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of/ OVNEVor CONTRACTOR (Circle one) Date ' f I . This permit was issued based on the information provided in the permit application and accompanyingptans 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 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat ,dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: a/ // Plan/Permit # o1i 0 Plan Review Fee: �1' j p( 1 ( ) + G Building Permit Application SAA *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �3oso Property Owner (please print): �/C� .7Phone: Property Owner Email• Mailing Address: (if different than property address) Address:j 1%� /�� ? 5�� /f✓E 4i 7 /- City, State, Zip: Arch �itect/Engineer E-mail: l��-�/1� �l' f�i�}P -Ae Phone: ( Contractor: /�iQ`j i1�, 0���1`.LcJ 1c), t/ Contractors City License #: 11,70016) Phone:�� Contractor E-mail Address: A)t/� Sub Contractors: Electrical:fvs llGlC W.R. City License # Other City Licensed Sub: City License # 66 _ C� Plumbing: 11'1/- W.R. City License # Other City Licensed Sub: City License # /rWC,V�;4— Mechanical: 144 ��•�/ W.R. City License # 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 0 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 0 OTHER (Describe) (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.) Sq. Ft./LF Owl rc% Btu's ��I �`� Gallons Amps �rl.� �� Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /—, cX - 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRE ENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Earth AND Sky Architecture, u.c www.EarthSkyArchitecture.com T0: Street H. Schellhase, PE Plans Review Engineer Community Planning and Development 201 West Colfax Avenue, Dept. 205 Denver, CO 80202-5330 From: Paul Adams Date: March 29, 2017 Job: Colorado Floor Company, 10350 W. 43`d Drive Re: Architectural Correction Items Comments: Letter of Transmittal 720-865-2930 dir 720-865-2705 o 720-865-2880 fax street. schellhaseCab-denvergov.org -�� Architectural Correction Items per comments dated March 16, 2017 for The Colorado Floor Company at 13050 W 43rd Drive: • Provide roof calculations for the new RTU by Scott Skeen, Straight Line Designs. • Provide Curb detail for the new RTU by Steven Forrester, DMA Engineering. • Sheet A-1 Code Analysis shows B, S-1 but for the Suite 100,200,300 you show the occupant load as B, S2? The gross area of Suites #100, 200 & 300 are a combination of B and S-1. The revised A-0 has that item clouded for reference. • On sheet A-2 for the Mezzanine Plan please highlight or show the egress travel more clearly the lines a blurring into all the existing dimensional lines. The egress travel lines were changed to a heavier pen weight in a different line type to make them more visible on revised A-2. • How will the machine room have make up air for the gas appliances if needed? See DMA response. • Hallways leading to ADA doors need to be 5' min, please show hallway widths on plans. Hallways are dimensioned on New Work plans, page A-2. • Please show wall lengths that include doors on both sides to calculate for ADA wall clearance. Dimensions were added for the doors that serve exits and main floor restrooms on A-2. Doors with obvious clearance on the main level aren't dimensioned. (12" clear on the push side; 18" clear on the pull side.) Since the mezzanine floor isn't accessible, those doors aren't indicated. • Please provide signed interior lighting compliance sheet not just listed on sheet E0.3 Signed copy of ComCheck by Kazin & Associates is provided. • Will there be any insulation in this project, if so please provide signed energy compliance sheet. No. All work is tenant finish; there is no work on the building envelope. • Is the duct system in conditioned space? Yes, per Steven Forrester, DMA Engineering. • Will the duct system be operating over 120 F? No, per Steven Forrester, DMA Engineering. • Will the duct system be insulated? No, per Steven Forrester, DMA Engineering. • 1 do not see return air provided in all closed rooms with doors? See DMA response. • Please provide gas line Isometric to appliances. See DMA response. • Please show pan for overflow all heating units. See DMA response. • What is the dryer rating and is there a sprinkler in that room? See DMA response. • Does the fire department have a set of plans for review? Harold Hawkins from The Colorado Floor Company has provided drawings to the Fire Department for review. • Is there a backflow preventer installed in this building? See DMA response. 800 W. 8t' Avenue, Suite #113, Denver, Colorado 80204-4332 1 o:720-956-1643 m:303-521-8242 fax: 303-675-6597 padams@EarthSkyArchitecture.com Earth AND Sky Architecture, uc www.EarthSkyArchitecture.com • Please provide asbestos release for demolition. David Donley of High Mark Construction will take care of this item. • This is a flooring company; what will be stored in the warehouse 1 and 2 besides flooring? There will be caulking, grout and thin -set tile adhesive stored in the warehouse in addition to the various flooring and tile materials. Flammable materials such as carpet adhesives and wood stains will be stored in a steel freight container that is located in the rear parking area away from the building. Harold from The Colorado Floor Company will provide the MSDS sheets for the various items that will be stocked. • 6" address numbers will be required on the structure visible from the street. See photo on A-0 of existing address on the building; the numbers are approximately 12" high. North Elevation on A-3 was changed to show the address. • Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not6 be construed as permission to allow any condition to exist in violation of the codes of the City of Wheat Ridge. Understood. • Prior to CO or final, the GC shall provide as built in PDF. David Donley of High Mark Construction will coordinate with Earth and Sky Architecture to take care of this item. • Please respond the questions above and give reference to where they can be located on the sheet. The responses to the questions are written after the comment; the drawing reference is mentioned when applicable. • Sheets resubmitted are your responsibility to reinsert into plans, please leave the old ones you take out in the office. David Donley of High Mark Construction will take care of this item. 4". 800 W. 8t' Avenue, Suite #113, Denver, Colorado 80204-4332 2 0:720-956-1643 m:303-521-8242 fax: 303-675-6597 padams@EarthSkyArchitecture.com City of Wheat I idgc 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: -!� —/—/l/ Project Address: /..?o s-0 4;!?X GYM (SG>�a+! d g�%V5 Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: _ / 4. sT 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 Wheat Ridge Sanitation District o Arvada Fire Protection o Clear Creek Sanitation District o Wheat Ridge Water District o Fruitdale Sanitation District o Consolidated Mutual Water District o Valley Water District o Westridge Sanitation District o Denver Water Other ��jff2Mo �A-j Agency Notes: Signature: ncy 1117 ENGINEERING Efficient Systems for Buildings DATE: March 29th 2017 TO: Brian Tardif FROM: Steven Forrester, P.E. BEMP CGD LEEP AP BD+C SUBJECT: Review Comments Colorado Floors Dear Mr. Tardif, below is our response to the Mechanical and Plumbing review comments for the Colorado Floors Project. Mechanical 1. Provide Curb detail for the new RTU. Detail added to drawings. 2. How will the machine room have make up air for the gas appliances if needed? Selection changed so there are no gas appliances. 3. Is the duct system in conditioned space? Yes: 4. Will the duct system be operating over 120 F? No. 5. Will the duct system be insulated? No, duct is in conditioned space. 6. I do not see return air provided in all closed rooms with doors? Air movement will be allowed by pass throughs added to plans. 7. Please provide gas line Isometric to appliances. Much of the gas line is existing so we do not know its exact location including that for the existing unit heaters. The only equipment we have specified with gas are the RTUs for which the new gas line is running directly to the meter. 8. Please show pan for overflow all heating units. Pans are not required for exterior equipment and the water heater is a tankless self-contained unit. • 8120 Sheridan Blvd. Suite C100, Westminster, CO 80003 •303-732-5559 • info@dma-eng.com Page 1 of 2 Plumbing 1. Is there a backflow preventer installed in this building? There is an existing back flow prevention device. If you have any questions, please contact us. Regards, Steven Forrester, PE CGD BEMP LEED AP BD+C Page 2 of 2 March 16, 2017 13050 W 43rd Drive The Colorado floor company • Provide roof calculations for the new RTU • Provide Curb detail for the new RTU • Sheet A-1 Code Analysis shows B, S-1 but for the Suite 100,200,300 you show the occupant load as B, S2? • On sheet A-2 for the Mezzanine Plan please highlight or show the egress travel more clearly the lines a blurring into all the existing dimensional lines. • How will the machine room have make up air for the gas appliances if needed? • Hallways leading to ADA doors need to be 5' min, please show hallway widths on plans. • Please show wall lengths that include doors on both sides to calculate for ADA wall clearance. • Please provide signed interior lighting compliance sheet not just listed on sheet E0.3 • Will there be any insulation in this project, if so please provide signed energy compliance sheet • Is the duct system in conditioned space? • Will the duct system be operating over 120 F? • Will the duct system be insulated? • 1 do not see return air provided in all closed rooms with doors? • Please provide gas line Isometric to appliances. • Please show pan for overflow all heating units. • What is the dryer rating and is there a sprinkler in that room? • Does the fire department have a set of plans for review? • Is there a backflow preventer installed in this building? • Please provide asbestos release for demolition. • This is a flooring company, What will be stored in the warehouse 1 and 2 besides flooring? • 6" address numbers will be required on the structure visible from the street. • Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not6 be construed as permission to allow any condition to exist in violation of the codes of the City of Wheat Ridge. • Prior to CO or final, the GC shall provide as built in PDF. • Please respond the questions above and give reference to where they can be located on the sheet. • Sheets resubmitted are your responsibility to reinsert into plans, please leave the old ones you take out in the office. Earth AND Sky Architecture, u.c www.EarthSkyArchitecture.com To: Harold Hawkins (for David Donley, GC) The Colorado Floor Company 5480 West 60`h Avenue, Uni-A 5405 Arvada, CO 80003 Vj • E0 -m 4vu— From: Paul Adams e.— Date: March 30, 2017 Job: 13050 W. 43rd Drive Re: Corrections for Wheat Ridge building department Comments: Here are the enclosed items: Letter of Transmittal 303-421-2228 o Brandon C�coloradofloor.com Stephanie@coloradofloor.com • (1) Stamped & signed copy of Earth and Sky Architecture response to the Wheat Ridge building department comments. • (1) Signed copy of DMA Engineering's response to the Wheat Ridge building department comments. • (2) Copies Com Check stamped & signed by Kazin & Associates. (Electrical engineers) • (4) Copies Earth and Sky Architecture pages A-0, A-3 & A-4, stamped & signed. Please let me know if you have any questions. 800 W. 8th Avenue, Suite #113, Denver, Colorado 80204-4332 o:720-956-1643 m:303-521-8242 fax: 303-675-6597 padams@EarthSkyArchitecture.com Mechanical Compliance Certificate Section 1: Project Information Energy Code: 2009 IECC Project Title: Colorado Flooring Company Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 13050 West 43rd Dr. Anthony LaMorte Golden, CO 80403 DMA Engineering 8120 Sheridan Blvd. Suite C100 Westminster, CO 80003 Section 2: General Information Building Location (for weather data): Golden, Colorado Climate Zone: 5b Section 3: Mechanical Systems List Quantity System Type & Description HVAC System 1 (Multiple -Zone) : Heating: 1 each - Duct Furnace, Gas, Capacity = 252 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency = 80.00% Ec Cooling: 1 each - Single Package DX Unit, Capacity = 198 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.10 EER, Required Efficiency: 10.80 EER Fan System: RTU -1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Multi -Zone VAV, 7000 CFM, 8.6 motor nameplate hp EF3 Exhaust, Constant Volume, 1465 CFM, 0.5 motor nameplate hp Section 4: Requirements Checklist Requirements Specific To: MVAC System 1 ® 1. Equipment minimum efficiency: Duct Furnace (Gas): 80.00 % Ec ® 2. Equipment minimum efficiency: Single Package Unit: 10.80 EER ® 3. Minimum one temperature control device per zone ® 4. Integrated economizer is required for this location and system. ® 5. Cooling system provides a means to relieve excess outdoor air during economizer operation. ® 6. Systems serving more than one zone must be VAV systems ® 7. Single -duct VAV terminals reduce primary air before reheating ® 8. Controls capable of resetting supply air temp (SAT) by 25% of SAT -room temp difference Exception(s): ® Systems that prevent reheating, recooling or mixing of heated and cooled supply air ® Seventy five percent of the energy for reheating is from site -recovered or site solar energy sources. City of Wheat Ridge Building Division ® Zones with peak supply air quantities of 300 cfm (142 L/s) or less. ® 9. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation ® 10. Hot gas bypass limited to 50% of total cooling capacity ® 11.VAV fans with static pressure sensors are placed in a position such that the controller setpoint is no greater than one-third the total design fan static pressure. If placement results in the sensor being located downstream of major duct splits, multiple sensors are installed in each major branch. Project Title: Colorado Flooring Company Report date: 03/01/17 Data filename: S:\DMA Engineering Team Folder\Projects\Earth and Sky\Colorado Floor\Loads\Colorado Floors r'n k—L, -L, Donn i of '� Exception(s): ❑ Systems with DDC of individual zone boxes reporting to the central control panel and reset of static pressure setpoint based on the zone requiring the most pressure. ® 12. Systems with DDC of individual zone boxes reporting to the central control panel has static pressure setpoint reset based on the zone requiring the most pressure. Generic Requirements: Must be met by all systems to which the requirement is applicable: ® 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): ® Standby equipment automatically off when primary system is operating LJ Multiple units controlled to sequence operation as a function of load ® 2. Minimum one temperature control device per system ® 3. Minimum one humidity control device per installed humidification/dehumidification system ® 4. Load calculations per ASHRAE/ACOA Standard 183. ® 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7 -day clock, 2 -hour occupant override, 10 -hour backup Exception(s): LJ Continuously operating zones ® 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum ® 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ® Ducts located within equipment -J Ducts with interior and exterior temperature difference not exceeding 15°F. ® 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ® 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181 A or 181 B tapes and mastics i] 10. Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception(s): ® Piping within HVAC equipment. City of ❑ Fluid temperatures between 55 and 105°F. Wheat Ridge Ll Fluid not heated or cooled with renewable energy. ® Piping within room fan -coil (with AHR1440 rating) and unit ventilators (with AHR1840 rating). Building Division ® Runouts <4 ft in length. ® 11.0peration and maintenance manual provided to building owner ® 12.Thermostatic controls have 5°F deadband Exception(s): ® Thermostats requiring manual changeover between heating and cooling ® Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. ® 13. Balancing devices provided in accordance with IMC 603.17 ® 14. Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 f12 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): ® Systems with heat recovery. ® Multiple -zone systems without DDC of individual zones communicating with a central control panel. ® Systems with a design outdoor airflow less than 1200 cfm. ® Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ® 15.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ® Gravity dampers acceptable in buildings <3 stories ® 16.Automatic controls for freeze protection systems present ® 17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception(s): ® Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ® Systems serving spaces that are heated and not cooled to less than 60°F. Project Title: Colorado Flooring Company Report date: 03/01/17 Data filename: S:\DMA Engineering Team Folder\Projects\Earth and Sky\Colorado Floor\Loads\Colorado Floors (`mm�honL -L, Donn 0 of Z L) Where more than 60 percent of the outdoor heating energy is provided from site -recovered or site solar energy. ® Heating systems in climates with less than 3600 HDD. J Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less than 64°F. Systems requiring dehumidification that employ energy recovery in series with the cooling coil. L) Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2°F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical alteration project has been designed to meet the 2009 IECC, Chapter 8, requirements in COMcheck Version 4.0.5.1 and to comply with the mandatory requirements in the Requirem nts Checklist. f Name - Title Signature Section 6: Post Construction Compliance Statement Date LI HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner. LI HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. L3 Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer -Name Signature Date city of Wheat Ridge Building Division Project Title: Colorado Flooring Company Report date: 03/01/17 Data filename: S:\DMA Engineering Team Folder\Projects\Earth and Sky\Colorado Floor\Loads\Colorado Floors Comcheck.cck Page 3 of 3 01 COMcheck Software Version 4.0.5.3 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 13050 W. 43rd Drive Golden, CO 80403 Allowed Interior Lighting Power 2015 IECC The Colorado Floor Company Alteration Owner/Agent: Designer/Contractor: Kazin & Associates, Inc 9364 Teddy Lane Suite #101 Lone Tree, CO 80124 720-489-1609 A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Retail 15326 1.26 19311 Total Allowed Watts = 19311 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Retail (15326 sq.ft.) LED 1: A: Other: 1 30 73 2190 LED 2: B: Other: 1 75 15 1125 LED 3: C: Other: 1 19 35 665 LED 4: H: Other: 1 27 15 405 Linear Fluorescent 1: 18: 48" T8 32W: Electronic: 4 14 128 1792 Linear Fluorescent 2: 14: 48" T8 32W: Electronic: 2 6 64 384 Track lighting 1: D8 & D4: Wattage based on 152 feet of track 0 0 4560 4560 Linear Fluorescent 3: (E) & (R): 48" T8 32W: Electronic: 3 19 96 1824 Linear Fluorescent 4: (E): 24" T8 17W: Electronic: 2 2 34 68 Total Proposed Watts = 13013 o Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Veron 4.0.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. e�� Bryan Kazin Name - Title Sig r L /c, .•gip 'A'-o•s N DO 366281 �• `��.. •-GA /RIVAL NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL. 3/29/17 Date COMcheck Software Version 4.0.5.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section " i I Plan Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable ; determined for the interior lighting ❑Not Applicable and electrical systems and equipment :and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: CRY of Wheat Ridge Building DiWsion 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) j I Low Impact (Tier 3) section # Rough -in Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 Lighting controls installed to uniformly❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable' ❑Not Applicable C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met. [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed "❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and;❑Not Observable [EL23] z visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies :Requirement will be met. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable'.. ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies Exception: Requirement does not apply. [EL16]2 individual controls that control the ❑Does Not lights independent of general area INot ❑ Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies Exception: Requirement does not apply. C405.2.3. 'equipped with required lighting ❑Does Not 1, C405.2.3. controls. :Not ❑ Observable ; 2 ❑Not Applicable [EL20]1 City of C405.2.3, Enclosed spaces with daylight area ❑Complies Exception: Requirement does no t Ridge C405.2.3. under skylights and rooftop monitors ❑Does Not 1, C405.2.3. are equipped with required lighting controls. ❑Not Observable Building ding pivlsio� 3 ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable'. ❑Not Applicable C405.2.4 'Additional interior lighting power ❑Complies :Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable: automatically controlled and ❑Not Applicable separated from general lighting. C405.3 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL6]1 face. ❑Does Not ❑Not Observable' []Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) j 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Section # Final Inspection Complies? Comments/Assumptions & Req.1D C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 [F117]3 building owner or designated representative.❑Not Observable' ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F11811 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. C408.2.5. Furnished as -built drawings for ❑Complies Requirement will be met. 1 electric power systems within 90 days❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to !❑Complies Requirement will be met. [F133]1 ensure proper calibration, adjustment,❑Does Not programming, and operation. ❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge 81JUding Division 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Property Information 13050 W 43rd Dr. Golden CO Property Type PH 719-661-3143 Prepared By Limited Commercial Commercial Asbestos Inspection Report EnvioCore LLC Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www.goEnvioCore.com info@goenviocore.com Conducted By Michelle Leyva Asbestos Building Inspector Cert. No. 21428 Inspection Information Inspection Date 8/30/2016 Arrival Time 03:30 PM Report Date 12/16/2016 Inspection # 1216-24 Hawkins, Harold Protocols Followed 13050 W 43rd Dr. Asbestos AH ERA envi.� ore Lab Information ENVIRONMENTAL INSPECTIONS EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 City of Wheat Ridge au-0kng Division WP Core PAGE 1 GE 17 Table of Contents Definitions.................................................................................................................................................... 3 KeyTerms.................................................................................................................................................... 3 Limited Inspection Summary.....................................................................................................................4 General....................................................................................................................................................................... 4 Asbestos...................................................................................................................................................................... 4 Purposeand Scope of Inspection............................................................................................................. 4 General....................................................................................................................................................................... 4 Asbestos...................................................................................................................................................................... 4 Background................................................................................................................................................ 5 Sampling.....................................................................................................................................................5 AsbestosResults Reporting........................................................................................................................ 5 Asbestos Inspection Conclusion............................................................................................................................ 6 Closing......................................................................................................................................................... 6 InspectionPhotos.......................................................................................................................................8 LabResults.................................................................................................................................................14 InspectionCertifications..........................................................................................................................16 C%Vy of w�eatFt�d9e envi , Core PAGE 2 OF 17 EN'VIFiONMEN Tl�.L NSPEC-ICINS Definitions 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client. 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Property" shall mean the building(s) or structure(s) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. Key Terr�.s Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidolite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. Friable material can be crumbled, pulverized, or rendered to powder by hand pressure when dry. 5. A homogenous area is an area of surfacing material, thermal system insulation material, or miscellaneous material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermals stem insulation TSI is material tha tis applied to edge Y (TSI) pp pipes, fittings, boilers, breeching, tan,_&Ncts, or other interior structural components to prevent heat loss, heat gain, or water condesation, sg�`R�f oche `RoP oses. 11. The terms "Asbestos Containing Material" or "ACM" shall mean surfacing, thermal system insul 'on, or miscellaneous materials that contain 11% or more of asbestos. 12. The terms "Asbestos Containing Building Material" or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. envi _,Core PAGE 3 OF 17 ENVIRONMENTAL INSPECTIONS 13. The term "Certified Asbestos Consulting Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management plans; air monitoring for asbestos fibers; development of asbestos project designs; and , project management, as specified in Section II.J. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesiveness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1/110 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1 /10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. Lire iitea irlspec E ion Summary Genera The Client agrees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Property and all of its building materials and components. The Inspector only inspected specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components of the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity. The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. Purpose and Scope InspeC. ilu:i 0*110 tR`dge General `tinea o��s,�n a�r9 The scope of this report included a visual inspection of all affected rooms and/or areas tl`ughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took env i _� yore PAGE 4 OF 17 Eh VIRCINMENTP[ 'VEPEC-'ONS representative bulk samples were similar materials, but this does not guarantee that materials of similar appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its professional judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analyzed by Certified Asbestos Laboratory. The inspector was called to the subject property by Harold Hawkins of Colorado Floor. Mr. Hawkins was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Hawkins, suspect asbestos containing building materials to be disturbed in the scope of work include: The affected materials sampled: - Drywall - Ceiling Tile The affected areas include: - Entry Office - Second Office Area - Open Warehouse Area - Back Office The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. Sorr, Itl-'ic� Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect 5 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorporated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table (Table 1) Below for Tabulated Results along with Attached Photos (Figure 1 etc.) �1 o\v`son envi .,Core EN�'IFONMENTAL INSPECTIONS Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. 0110 Wreak1F:\6 g0 O+v\S+or EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken envi PAGE 6 OF 17 ._r., =.orl naFrTn t. vsr-Er-or:, Entry Office 13050 -IDI -01 Area/Sec To and Office White Orange Area/Ope Peel Texture ND N/A N/A N/A N/A N/A N/A 13050-ID1-05 n Warehous e Area -01 r3O5500)TCTI o Back Office White Ceiling Tiles ND N/A N/A N/A N/A N/A N/A CTI -01 Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. 0110 Wreak1F:\6 g0 O+v\S+or EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken envi PAGE 6 OF 17 ._r., =.orl naFrTn t. vsr-Er-or:, and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by EnvioCore. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Michelle Leyva Certified Inspector EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 21428 City of ��eat Ridge 0\�is\or env Core PAGE 7 OF 17 E NV IR ON MEN T,L NSPEET.ONS Inspection; Photos Figure 1 - Overview of Exterior Figure 2- Overview of Entry Office envti-, Core PAGE 8 OF 17 ENVI4DNMEN A:7 NSP -ONS C:M 01 Figure 3- Sample location #I Figure 4- Sample location 42 env gore PAGE 9 OF 17 ENVIFOry MEN Tl+L NSPFC-ON, Figure 5- Overview of Open Warehouse Figure 6- Sample location #3 .Wheat Rtdc3e 5Utldin9 p'\Jision enviti-� Core PAGE io of 17 ENVIRONMENTPL 'VSPE E -IONS Figure 7- Overview of Open Office Figure 8- Sample location #4 C;M pt \V eat R`dge ,5u d:kVkQ VW envy Core PAGE 11 OF 17 ENVI�DNMEN L INSPEC TONS Figure 9- Sample location #, Figure 10- Overview of Ceiling env i .,Core PAGE 12 OF 17 Erry woNmer�rn� rvSr�E[T,oNs M CAI °§ Whet?\d9e 6U\\a\n9 p.\,J\sxp° Figure 1 1 - Sample location #I Clty 01 Whet Ridge 13ui1d+n9 plvision envi Core PAGE 13 OF 17 EN VIRONMEN TP YSPEE TIONS Lab Results EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tei/Fax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.00m / denverlab(LbemsLoom EMSL Order: 221608980 Customer ID: ENCR42 Customer PO: Project ID: Attention: Chad Moore Phone: (303) 463-6846 EnvioCore Environmental Consulting Fax: 1685 S. Colorado Blvd. Received Date: 12/15/2016 9:20 AM Denver, CO 80222 Analysis Date: 12/15/2016 - 12/16/2016 Collected Date: 12/14/2016 Project: 1216-24 Colorado Floor Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy 1305D4D1-03-Drywall White Orange Peet Brown/White 15% Cellulose Non -Asbestos Asbestos sample Description Appearance % Fibrous % Non -Fibrous % Type 1305D4D 1 -0 1 -Texture White Orange Peel White 2% Non-fibrous (Other) None Detected 20% Ca Carbonate None Detected Fibrous Texture Non -Fibrous 80% Non-fibrous (Other) 221608980-0001 Homogeneous White Orange Peel White 25% Ca Carbonate None Detected Inseparable white paint / coating layer included in analysis Texture Non -Fibrous 75% Non-fibrous (Other) 13050 -IDI -01 -Drywall White Orange Peel Bfown/While 15% Cellulose 70% Gypsum None Detected Texture Fibrous 3% Glass 12% Non-fibrous (Other) 221606980.0001A _ Homogeneous 13050 -01 -02 -Texture White Orange Peel White 25% Ca Carbonate None Detected Texture Non -Fibrous 75% Non-fibrous (Other) 2216aft80-"2 Homogeneous inseparable brown paint / coating layer included in analysis 13050 -01 -02 -Tape White Orange Peel Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Texture Fibrous 221608980-00a2A Homogeneous 13050 -01 -02 -Joint White Orange Peel White 20% Ca Carbonate None Detected Compound Texture Non -Fibrous 80% Non-fibrous (Other) 221606990-x M Homogeneous 13050 -01 -02 -Drywall White Orange Peet Brown/White 15% Cellulose 70% Gypsum None Detected Texture Fibrous 3% Glass 12% Non-fibrous (Other) 221608980-"0 Homogeneous 1305G4D 1 -03 -Tape White Orange Peel Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Texture Fibrous 22160899a4003 Homogeneous Inseparable white pain[ / coating layer ina wed in analysis. No texture observed 13050 -IDI -03 -Joint White Orange Peel White 20% Ca Carbonate None Detected Compound Texture Non -Fibrous 80% Non-fibrous (Other) Homogeneous 1305D4D1-03-Drywall White Orange Peet Brown/White 15% Cellulose 70% Gypsum None Detected Texture Fibrous 2% Glass 13% Non-fibrous (Other) 22160698Pa00Jll Homogeneous 13050 -011 -04 -Tape White Orange Peel Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Texture Fibrous 85% Non-fibrous (Other) 2216oe9e9mo. Homogeneous Inseparable white paint / coating layer included in anatysrs. No texture observed 13050.1D1 -04 -joint White Orange Peel White 25% Ca Carbonate None Detected Compound Texture Non -Fibrous 75% Non-fibrous (Other) Homogeneous 13050 -ID 1 -04 -Drywall White Orange Peel Brown/White 15% Cellulose 70% Gypsum None Detected Texture Fibrous 3% Glass 12% Non-fibrous (Other) 221608980-00018 Homogeneous 130504D1 -05 -Texture White Orange Peel White 15% Ca Carbonate None Detected Texture Non -Fibrous 85% Non-fibrous (Other) 221608980.o00s Homogeneous Inseparable paint / coating layer included in analysis Initial report from: 12/16/2016 10:4716 :15B ALM OUOB t 71 Punted: 12!16/2016 8:47 AM Page 1 of 2 Whew' Rtd9e Builail�9 pivisior envi ., Core F',`'C 14 C%F 17 ENVIRONMENTAL NSPEC-'.ONS EMSL Analytical, Inc. EMSL Order: 221608980 1010 Yuma Street Denver, CO 80204 Customer ID: ENCR42 Tel/Fax: (303) 740-5700 / (303) 741-1400 Customer PO: http://www.EMSL.com/denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance %Fibrous %Non -Fibrous %Type 13050 -01 -05 -Tape White Orange Peel Beige 95% Cellulose 5% Non-fibrous (Other) None Detected Texture Fibrous 22160e980m0sa Homogeneous 13050 -I01 -05 -Joint White Orange Peel White 15% Ca Carbonate None Detected Compound Texture Non -Fibrous 85% Non-fibrous (Other) Homogeneous 221608980-OW58 13050 -IDI -05 -Drywall White Orange Peel BrownlWhite 10% Cellulose 60% Gypsum None Detected Texture Fibrous 30% Non-fibrous (Other) 22160e9ao.0005C Homogeneous 13050-CT1-01 White Ceiling Tile Tan/White 50% Cellulose 15%Penile None Detected Fibrae 30% Min. Wool 5% Non-fibrous (Other) 2216089atpooe Homogeneous Analyst(s) Abigail Crock (4) Stuart Pnntz (13) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears rw responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the dienl. This report must not be used by the client to claim product certification, approval. or endorsement by NVLAP. NIST or any agency of the federal government Nan -friable organically bound materials present a problem matrix and therefore EMSL recommend. gravimetric reduction prior to analysis Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client building materials manufactured with multiple layers (i.e. linoleum. wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Anatyticai, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from. 12/162016 10:47:16 a SR PC 113 000,- 1 71 Printed 12/162016 8:47 AM envy., Core GE 15 0>F 17 ENVIRONMENTAL INSPEL-MONS Page 2 of 2 C:M °{ vheet,,dge Inspection Certifications envi. Core ENVIRONMENTAL INSPECTIONS w C7 a - A w CA .r: «xrj�,•:.r � W J m pi a co envi. Core ENVIRONMENTAL INSPECTIONS w C7 a - A w CA d D m envi. Core ENVIRONMENTAL INSPECTIONS w C7 a - A w CA pi a co w (9 CD fJQ � .D y• T/1 �z= y (L rA dC •� Z zCD .. ON O eD It CD O vl'Di O � C] w t1. ... .O-. O rro O 6m A colo ti p i� 1876 Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Kristy Michelle Leyva Certification No.: 21506 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: May 25, 2016 Expires: May 25, 2017 Als certificate Is valid only with the possession of a current Division -approved training course certifleadon In the discipline speciJled above. V,, K - ore A horized APCD Representative SEAL OW o{ wheat - Ftid9e g�aiidin9 �1�sion L A City of Wheat Ridge Commercial Demolitio PERMIT - 201602021 PERMIT NO: 201602021 ISSUED: 12/21/2016 JOB ADDRESS: 13050 43rd Dr EXPIRES: 12/21/2017 JOB DESCRIPTION: Interior demolition - 8000 sq ft *** CONTACTS *** OWNER 303-421-2228 COLORADO FLOOR COMPANY GC (303)420-5909 Chuck Blackledge 160277 Edge Demolition *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply with applicable codes and ordinances and 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 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 le ally 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 approveplans and specifications. 17 Signature of OWNER or CONTRACTO Circle one) Date I . This permit was issued based on e 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 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 recred 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. C9/ Signature of Chief B'fh.a Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of /�;rWhetpa%d COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: Plan/Permit # 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: 1 '0 Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: A 6A, Phone:; 2�s Ci,�tC�� L L� Architect/Engineer E-mail: P44 Phone: Contractor: Contractors City License #: Phone: —50-5 a 420 Contractor E-mail Address: i^n(-6 �p e <<"4\a n . (fc) Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 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 REP`C� ENT ,N OTHER (Describe) 1+� r'C>" r`"" '" (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.) Sq. Ft./LF �' flt S�� Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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: ZONING COMMMENTS Reviewer BUILDING DEPARTMENT COMMENTS Reviewer. PUBLIC WORKS COMMENTS. Reviewer PROOF OF SUBMISSION FORMS SIGNATURE: Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Property Information 13050 W 43rd Dr. Golden CO Property Type PH 719-661-3143 Prepared By Limited Commercial Commercial Asbestos Inspection Report EnvioCore LLC Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www.,qoEnvioCore.com info4goenviocore.com Conducted By Michelle Leyva Asbestos Building Inspector Cert. No. 21428 Inspection Information Inspection Date 8/30/2016 Arrival Time 03:30 PM Report Date 12/16/2016 Inspection # 1216-24 Hawkins, Harold 13050 W 43rd Dr. Protocols Followed Asbestos AHERA envi C:ore Lab Information ENVIRONMENTAL. INSPECTIONS EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 r PAGE 1 OF 17 low Definitions.................................................................................................................................................... 3 KeyTerms.................................................................................................................................................... 3 Limited Inspection Summary..................................................................................................................... 4 General....................................................................................................................................................................... 4 Asbestos...................................................................................................................................................................... 4 Purpose and Scope of Inspection............................................................................................................. 4 General....................................................................................................................................................................... 4 Asbestos.. .......... ........ ................ ........ .................................................................... ................... ........................ 4 Background................................................................................................................................................ 5 Sampling....................................................................................................................................................5 AsbestosResults Reporting.......................................................................................................................5 Asbestos Inspection Conclusion............................................................................................................................ 6 Closing......................................................................................................................................................... 6 InspectionPhotos.......................................................................................................................................8 LabResults.................................................................................................................................................14 Inspection Certifications..........................................................................................................................16 v PAGEfcar 17 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client. 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Property" shall mean the building(s) or structure(s) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. K I era "is Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidolite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. Friable material can be crumbled, pulverized, or rendered to powder by hand pressure when dry. 5. A homogenous area is an area of surfacing material, thermal system insulation material, or miscellaneous material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermal system insulation (TSI) is material tha tis applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss, heat gain, or water condesation, or for other purposes. 11. The terms "Asbestos Containing Material' or "ACM" shall mean surfacing, thermal system insulation, or miscellaneous materials that contain I% or more of asbestos. 12. The terms "Asbestos Containina Building Material' or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. envbCi�core PAGE 3 OF 17 13. The term "Certified Asbestos Consulting Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management plans; air monitoring for asbestos fibers; development of asbestos project designs; and , project management, as specified in Section II.J. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesiveness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1 /10 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1 /10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. Limited Inspectiori General The Client agrees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Property and all of its building materials and components. The Inspector only inspected specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components of the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity. The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. 3 , -1 Fr o (ase n 4 oIi irs ? �..1It General The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took envhy, core PAGE 4 OF 17 representative bulk samples were similar materials, but this does not guarantee that materials of similar appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its professional judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analyzed by Certified Asbestos Laboratory. The inspector was called to the subject property by Harold Hawkins of Colorado Floor. Mr. Hawkins was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Hawkins, suspect asbestos containing building materials to be disturbed in the scope of work include: The affected materials sampled: - Drywall - Ceiling Tile The affected areas include: - Entry Office - Second Office Area - Open Warehouse Area - Back Office The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect _5 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorporated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table Gable 1) Below for Tabulated Results along with Affached Photos (Figure 1, etc.) S SU ,xis r� PAGE OF 17 Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. gain EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken PAGE 6 OF 17 r �_ o re Entry Office 13050-ID1-01 Area/Sec To and Office White Orange ND N/A N/A N/A N/A N/A N/A 13050 -ID] -05 Area/Ope Peel Texture n Warehous e Area 13050 -CTI -01 Sock White Ceiling To ND N/A N/A N/A N/A N/A N/A 13050 -CTI -01 Office Tiles Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. gain EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken PAGE 6 OF 17 r �_ o re and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by EnvioCore. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Michelle Leyva Certified Inspector EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 21428 PAGE 7 OF 17 _u. r ry iH:_ �._ a.rr /� K ^ � . \ � � �� .. 7 / . \ � � .� �� w �\\\�, �����\� \4 \` -, .: ,. �g . �wy2t��?���: y� .. � � . » � :< « . >a�.,���` « � . �` » ,.2=��� \ \� � t /k � : . , : ., ,/! �. ^ «.■ m� � ... . .� � �. : �� � � � � Figure 3- Sample location #I IFigure 4- Sample location #2 o,,re PAGE 9 OF 17 Figure 5- Overview of Open Warehousel Figure 6- Sample location #3 PAGE 10 OF 17 envill-JEore W -Figure 7- Overview of Open Office 11 Figure 8- Sample location #4 A 1 PAGE 11 OF 17 anvicore M Figure 9- Sample location 5 Figure 10- Overview of Ceilin!] ore PAGE 12 OF 17 �l;l��,,��� 111111! llll� Mill Core PAGE 13OF17 envi-w NWRG'NMEN -J1..b INS-El- i;UN'i b Resells �0EIVISL Analytical, Inc, 1018 Yuma Street Denver, CO 80204 TeVFax, (303) 740-5700 i (303) 741-1400 _ http';, rvw.EAASt. Isom: denveriab@emM roan EMSL Order: 221608980 Customer ID. ENCR42 Customer PO: Project 10: Attention: Chad Moore Phone: (303) 463-6846 EnvioCore Environmental Consulting Fax: 1685 S. Colorado Blvd, Received Date. 12/1512016 9:20 AM Denver, CO 80222 Analysis Date: 1211512016 - 12/16/2016 Collected Date: 12114/2016 Project: 1216-24 Colorado Floor Test Report: Asbestos Analysis of Bulk Materials via EPA 500IR-931116 Method using Polarized Light Microscopy 13050 -01 -05 -Texture White Orange Peel White 15% Ca Carbonate None Detected Texture Non -Fibrous 85% Non-fibrous (Other) n+..x.svxcacs Homogeneous ;n.%psraWe pa+rtt f1_tlr jt vEr AMltrlfid in 41— Initial report from, 12116.12616 10:47.16 .h Ytl- t ,1F4inted12116/2016 8.47 AM Page 1 of ri Core PAGE 14 OF 17 anyx ..:,v Nan -Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibmue %Type 13+350.101 -41 -Texture White Orange Peet White 20% Ca Carbonate None 00ected Textura Nom -Fibrous 80% Non-fibrous (Other) 2.r rrWrraa;-rxral Homogeneous .nse,Cra.Wo M. AaivtICoads'r04+ 1ys,t 1305&ID1-01-Drywall White Orange Peal 4rown1whtte 15% Cellulose 70% Gypsum None Detected Texture Fibrous 3% Glass 12% Ncm-fibrous (Other) Z2tvaaaa.r=rn Homogeneous 13050 -101 -02 -Texture White Orange Peet White 25% Ca Carbonate Nome Detected Texture Non-Fibtous 75%Non-Rbrous(Other) rztc,rt a .r�?c2 Homogeneous - artscpseabfe hNwn F+aYntt coaling tayerie�ctudea in anag^srs 13050 -1131 -402 -Tape White Orange Peel Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Texture Fibrous r2srreeuz;-�x;ra Homogeneous 1345tbiD 1 -42 -Joint White Orange Peel White 20% Ca Carbonate None Detected Compound Texture Non -Fibrous 80%Nan-fibrous(Other) Homogeneous :.2 a zK,usurE.fa;cza 13050 -01 -02 -Drywall White Orange Peet BrovvnWhite 15'%Cellulose 701% Gypsum None Detected Texture Fibrous 3'%Glass 12%Non-kibrotz(Other) antrrrrraszx Homogeneous 13050 -01 -03 -Tape White Orange Peel Tan 98% Cellulose 2% Non-fibrous {Other) None Detected Texture Fbrous 2211oe9WW03 Homogeneous I --P srabie »,Ake trarcn.`Wil"g tayirO too ?", :an:#ysFz. Pb te,wu' ' o! --d. 130504D1 -03 -Joint White Orange Peet White 20'% Ca Carbonate None Detected Compound Texture Non -Fibrous 80% Non-fibrous (Other) Homogeneous 13050 -01 -03 -Drywall White Orange Peel $mwn7White 15%Ceittilose 70% Gypsum None Detected Texture Fibrous 2% Glass 13%%Non-libroays(Other) 13{{194:-fitX�k3 Homogeneous 13050401 -04 -Tape White Orange Peel Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Texture Fibrous 221waaay.,r Homogeneous 73r5Mie'0tke .fol. p-1 P,f bfi9 PAyefufch drc d w a Mylm M, f..b— t bs9 el 13050 -101 -04 -Joint White Orange Peel White. 25% Ca Carbonate None Detected Compound Texture Non -Fibrous 75% Non-fibrous (Other) Homogeneous :�24si;au&�141 13050 -01 -(14 -Drywall White Orange Peel Brown wt ite, 151%. Cellulose 70% Gypsum None Detected Texture Fibrous 31% Glass 12% Nan -fibrous (Other) 13050 -01 -05 -Texture White Orange Peel White 15% Ca Carbonate None Detected Texture Non -Fibrous 85% Non-fibrous (Other) n+..x.svxcacs Homogeneous ;n.%psraWe pa+rtt f1_tlr jt vEr AMltrlfid in 41— Initial report from, 12116.12616 10:47.16 .h Ytl- t ,1F4inted12116/2016 8.47 AM Page 1 of ri Core PAGE 14 OF 17 anyx ..:,v EMSL Analytical, Inc. EMSL Order: 221608980 Customer ID: ENCR42 1018 Yuma Street Demer, CO 80204 Customer PO: TeuPax. (303)74057061 (383)741.1400 http; vevti¢EMSLoom JdenveilabiFuemsi,com Project ID: Test Report. Asbestos Analysis of Bulk Materials via EPA 6001R-931116 Method using Polarized Light Microscopy Nen-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-fibrous %Type 13050 -01 -05 -Tape White Orange Peel Beige 951Y. Cellulose 5% Non-fibrous (Other) None Detected Texture Fibrous 2211ro. +M W054 Homogeneous 13050 -01 -05 -Joint White Orange Peel White 15% Ca Carbonate Nate Detected Compound Texture Non -Fibrous 85% Non fibrous (Other) Homogeneous c'fCL*F9ie1LYHJ.�a9 13050 -IDI -05 -Drywall White Orange Peel BrraumtWnite 101% Cellulose 60% Gypsum None Detected Texture Fibrous 301% Nan -fibrous (Other) z1I—le C, dose Homogeneous 13050-CT1-01 While Ceiling Te Tao,'White 50% Cellulose 15%PesiRe None Detected Fbrous 30%Me, 'wool 5%Non. fibrous (Other) 21?SF+:.aa .(aH'a6 Homogeneous ,fir jam. Anatyst(s) Abigail Crock (4) Stuart Prinfr f13) EM:.1, mainia,+vs tlabitFr;Ilmllso ts3 �aSE ut Anwy�s This sepwt Ycta,eS aniV'.o the saresPlas tr�x.+e1Mi dad may rnd be r�€c3du<en. PaeP.pl ett ind:. wt:IsaA nPitleri xpprnvai by E:AaSL CM$L heals �e resPonsrinuty ipr sample L•ailacia+m aai�vi^yea cH' anatytii;si rr&elittxJ IatliYaitor*5, lelerPmtaiusn and t.ae al teY. W 9a€ie ase Lhe [6`3CKxisablity of t£1e Ai&t6 iftl� rk3Pixt mast nlll 7:e u5f*d by ilka �artt io uafm Md -Ir approvalor eo6reyamert by NVLAAP. Ni5'r ,or arty aaemy nr the Yaderai g—roent, Nan-1-ble organdy board —Leat. Peesea7 a pmbiem rods.+. Ona therercme EMSL fe sxnmendc +.�eraYlnteiY rdn�uCt2Yt P'k. to aFiatySi.S. S—Pies reeeivea in good oo'.Jitm ta+ki_'Sa wn«re ase (fr)44'Q. EsUmaied wouracy, c --is-, ..a t.tMy 101a frYaiianle uPar rom<, t. Vn'P_ rerR e,d by the di.ottTuMdir g m31ert87s manaafack ed =vitb evu11iile iaye,S (i,e 4tY31etlrn, �KaEib�aM_ ew i are repined 85 a 9rrgie TaatM* Reporting Hot ,I Sanipies analyzed by EhISL Analywai, ice Denver. CO N`fLAP Lala Code 200828-0 Initial report Iran: 12,16:2016 10,47:16 . ^LM ."i<, - P Printed 12J1612016 8'47 AM Page 2 of 2 € i'\�� i�:Ji E! *.j F_o " Inspection C '-"fications en)4qore PAGE 16OF17 9�: 91 �61 CL.;p;3 r-.RK�4 Z z > en)4qore PAGE 16OF17 9�: 91 �61 CL.;p;3 r-.RK�4 of core 1876 Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Kristy Michelle Leyva Certification No.: 21506 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: May 25, 2016 Expires: May 25, 2017 0 This celArIcale Is valid only with the possession of current Division -approved training course ce,"ificallon In the discipline speeffled above. e n v`%nx, o r e PAGE 17 OF 17 A horized APCD Representative �rwi SEAL i ' INSP� , RD '' a ' = occupancy/Type - (07INSPECTiON L INE. (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Carl 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 b (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain 'Sewer Service Lines Water Service Lines '.POUR No CONCRETE UN' CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) it Heating (Underground) `'. Do NOT POUR FLOOR UN ROUGHS s•, �4Sheathing' - I/ /�/ ��r�l/! rVIN M, raowc i uaa v . swncv ABOVE HAS BEEN SIGNED 3NED ` PRIOR TO PROCEEDING PROTECT THIS CARD FROM TI- ING, BUILDING AND PUBLIC WORKc`.;EF' " /I SIGN DOES NOT CONSTITUTE AUT IOc' FOR OCCUPANCY. OF OCCUPANCY IS IS' EATHER i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line f (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type- Ada Job Address: _j 3~5ec L,.; V?x) n nPiglL Permit Number: ❑ No one available for inspection: Time 7 AM/PM Re-Inspection required: Yes "When corrections have been made, call for re-inspection at 303-234-5933 Date: 2,z3'Oo~ Inspector. DO NOT REMOVE THIS NOTICE CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 090679 Issued: 08/05/09 Stipulations: Tenant Finish 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: 13050 W 43RD DR Parcel Number: 39-202-03-002 Owner: Vironex 13050 W. 43rd Dr Wheat Ridge CO 80033 Contractor: Reid A. Gamberg Janard General Contractor, Inc 13301W 43rd Drive Unit 15 Golden, CO 80403 For the Following Purpose: Comm. Tenant Finish Co Editions NO change shall be made in the USE of l 2003 03 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Occupancy 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkler System T(ERTF ing Inspector Zoning Administrator CATE,MUST BE, POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 08/07/09 14:15:27 City of Wheat Ridge Page 1 bp70l-ls PERMIT INFORMATION - 090679 mmackey PERMIT INFORMATION: Permit#: 090679 Permit Type: Comm. Tenant Finish Permit Dt: 06/18/2009 Expires: 12/15/2009 LAND PARCEL IN] Zone Cd Funct Use Subdivision Cunt Type Legal. ORMATION: Unassigned Unassigned 44TH INDUSTRIAL PART( Brick Address: 13050 W 43RD DR Parcel Cd: 39-202-03-002 OWNER: Address: 13050 W. 431d Or City/St/Zip: Wheat Ridge CO 80033 DU: 0 SetBacks-Front: 0.0 Last Zone Dt: Left: 0.0 Annex Dt: Right: 0.0 Lot: Block No: 0 Back: 0.0 JOB DESCRIPTION: Small office interior tenant finish FEES QTY DUE PAID: Permit Fee 31,000.00 587.48 587.48 Plan Review Fee .00 381.86 381.86 Total Valuation 31,000.00 .00 .00 - Use Tax 31,000.00 558.00 558.00 1,527.34 1,527.34 CONTACTS: owner Vironex 13050 W. 43rd Or Wheat Ridge CO 80033 go CL1 Jenard General Contractor, Inc Reid A. Gamberg 13301 W 43rd Drive Unit 15 Golden, CO 80403 3032742745 sub CL8 Norm Klein Plumbing Norbert Klein 9880 Garland Drive Westminster, CO 80021 3033242779 sub CIA Carpenter Electric 12241 W. Louisiana Lakewood, CO 80228 3032000340 PARCEL INFORMATION: 10 Structure Type 301 20 Year Built 1999 30 Property Type CORKS PERMIT CONDITIONS: JS: Approved with red line notes. Subject to field inspection and Fire Dept. approval. must comply with 2005 NEC and City of Wheat Ridge Municiple Code. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 06/18/09 CREATED FROM APPL# 09-0169 06/18/09 JS: Approved with red line notes. Subject to field inspections and Fire Dept approval. Must Comply with 2005 NEC and City of Wheat Ridge Municiple Code. 06/16/09 Given to JS for review INSPECTION INFORMATION: # TYPE 1 FRI:Framing Rough Insp. 2 PUG:Plumbing Underground 3 ERI:Electrical Rough Ins 4 PRI:Plumbing Rough Insp. 5 DWS:Drywall screw/nail CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 02-0259 07/01/09 no CCI 07/02/09 07/02/09 INCOMPLETE 01-9371 07/01/09 no CCI 07/02/09 07/02/09 COMPLETE 02-1697 07/01/09 no MV 07/02/09 07/02/09 COMPLETE 01-9371 07/02/09 no CCI 07/06/09 07/06/09 COMPLETE 02-0259 07/07/09 no KC 07/08/09 07/08/09 COMPLETE 08/07/09 14:15:27 City of Wheat Ridge Page 2 bp701-1a PERMIT INFORMATION - 090679 mmackey 6 fri: Framing Rough Insp. 07/09/09 no kc 07/08/09 07/08/09 COMPLETE 7 PFI: Plumbing Final Insp 01-9371 07/27/09 no KC 07/28/09 07/28/09 INCOMPLETE 8 BFI: Building Final Insp 02-0259 07/27/09 no KC 07/28/09 07/28/09 INCOMPLETE 9 EFI: Electrical Final Ins 02-1697 07/27/09 no MV 07/28/09 07/28/09 COMPLETE 10 PFI: Plumbing Final Insp 01-9371 07/29/09 no KC 07/30/09 07/30/09 COMPLETE 11 BFI: Building Final Insp 02-0259 07/29/09 no KC 07/30/09 07/30/09 INCOMPLETE 12 BFI: Building Final Snap 02-0259 07/30/09 no KC 07/31/09 07/31/09 INCOMPLETE 13 BFI: Building Final Insp 02-0259 08/04/09 no KC 08/05/09 08/05/09 COMPLETE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: &~r Job Address: 13DS0 Y3,e 3 Pk' Permit Number: C>%947 F' i ❑ No one available for inspection: Time AM/PM s ,r~`''~ ' Re-Inspection required: ° No *When corrections have been made, call for re-inspection at 303-234-5933 Date: A& 9p Awe 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: Prr F? 9,CT Job Address: 63oiro y Y-Fao P9. Permit Number: 05'"1771 Ae,-'fPJ A 25_ MSOL A,0,102060a ❑ No one available for inspection: Time d% AM/PM Re-Inspection required: (:Sjs% No When corrections have been made, call for re-inspection at 303-234-5933 Date: O Inspector: G~ DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ]!?~(303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: <..eZ JIWK r skzl~ • Job Address: lYe5D V~ p 1;y. Permit Number: L9ZZ2679 f ~,t1 'av~ 6✓fss MlyrT-3~ ~y,~y~fO rJ.~/ Sr s7 S~7c s/ re l~ A '1L7a? JI~ [ SJ 1 ❑ No one available for inspection: Time f v AM/PM I Re-Inspection required: No "When corrections have been made, call for re-inspection at 303-234-5933 Date: ✓.P Inspector7 DO NOT REMOVE THIS NOTICE INSPECTION, ; RUDD & ASSOCIATES Architecture and Planning July 5, 2009 Building Department CITY OF WHEAT RIDGE 7500 West 29P Ave Wheat Ridge, CO 80215 RE: Framing observation 13050 West 43ntl Drive Staff: We reviewed the new framing for the existing stairway on July 2. The modifications to the open web floor joists and the framing for the stringer is approved by my office. The modifications were discussed with Reid Gamberg, Janard General Contractor. Please call should you have any questions or need additional clarification. Respectfully, Mike Rudd, Architect Copy A. L. R.G OV Colo 990 0 * MICHAEL L. RU DD ® 8811 E. Hampden Ave. Suite 206 Denver, CO 80231 303-632-6802 N, 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ne,'> ~ Job Address/Permit Number: I3~2CC1 1A3, /3° A &4 V' ❑ No one available for inspection: Time AMA Re-Inspection required: Yes ."When corrections. have been made, call for re-inspection at 303-R34-5933 Date: 7. f~ CC4 Inspector: 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:: Permit Number: 4: ~ s"-z~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: e`5;: "When corrections have been made, call for re-Inspection at 303-234-5933 Date: ? inspector:Y DO NOT REMOVE THIS NOTICE f ♦ ♦ 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: GT', Job Address:'/, f~ Permit Number: ❑ No one available for inspection jfiime AM/PM Re-Inspection required: Yes /No) "When corrections have been madAtrea/Ilgfor/ Date: inspector: DO NOT REMOVE at 303-234-5933 NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division 'or (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: r 1'//-- r))/, ~L, 4~ .11 Job Address: Permit Number: _rJ90g_~ 7°/ CZA-% f2 ❑ 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: 9- Inspector: DO NOT REMOVE THIS NOTICE" ♦ 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: Job Address: _>i,3<'C~i^ v a•/ ✓J Permit Number: ❑ No one available for inspection: Time AM/PM Re-Inspection required: No "When corrections have been made, call for re-inspection at 303-234-5933 Date: /A-1 Inspector: DO NOT REMOVE THIS NOTICE h~oFw"E'TR, City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 o Inspection Line: 303-234-5933 OGORP~ Building Permit Application Property Address: !~3OS0 rC/iZa Je, Date: o-0 (u, 10 Plan "1 -1) 1 IPCt. Permit yq uT l Property Owner (please print): Phon Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: J1110APA CEL Contractor License Phone: ,3d3- 2 /y= 27, ~ Sub Contractors;T~1j i g Company:(`,,,Urp V ~l ^Ie pany Electrical City License # t FApproval: Exp. Date: V Date: Approval: Use of space (description): 05 Description of work: Sq. Ft./L.Ft added: Squares BTU's Ise 61 Mechanical City License -K1,eNAt`,", Company: Exp. Date: Approval:y 11 =Gonstruetion Value: f (as calculated per the Bm ding Va uation-DaF sheet) Plan Review (due at time of submittal): $ = - 816' 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:: (OWN~ip) (CONTRACTOR) or PERSONAL REPRESENTATIVE of 9WNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: I Bldg Valuation: $ a City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Property Address: 13056 60, ~3cn~~iy~c Property Owner (please print): Mailing Address: (if different than property a( Address: 3 p 4,'7-C sti,61 City, State, Zip: ~)OL~~o~+? ~j' Contractor: ~!-lJ j7yz Building Permit Application Date:01-,-)(1601 Plan `f Permit Phone: Contractor License (OZ 6 2S Phone: - %v)31 AYR Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: ADDroval: Use of space (description): j7ar`kor 64 Description of work: e1C do 7, Sq. Ft./L.Ft added: Squares BTU's Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): 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, 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. CIRLCEONE:: (OWI 9R) (CONTRACTOR) or PERSONAL REPRESENTA E o NER) ( NTRATOR) PRINT NAME: M,(/-? (J ~ SIGNATURE: Date: ` VICINITY MAP NOT TO WALE ! 1 ! ! • ,Z DEMOLITION ITEMS ARE EITHER INDICATED GRAPHICALLY €BY DASHED LINES} OR NOTED, BOTH ARE REQUIRED AS PART OF THE WORK DEMOLITION AND REMOVAL OF MATERIAL: CARE SHALL BE TAKEN WHEN REMOVING ITEMS TO BE INDICATED FOR DEMOLITION. SO THAT NO DAMAGE IS DONE TO EXISTING CONSTRUCTION TO REMAIN. ANY DAMAGE WILL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR CAUSING THE DAMAGE. REMOVE DEMOLITION MATERIAL AND DEBRIS FROM THE CONSTRUCTION SITE ON A DAILY BASIS AS WORK PROCEEDS PROTECTION: COVER AND PROTECT FLOORS, WALLS, EQUIPMENT, FURNITURE AND FIXTURES TO REMAIN FROM SOILING OR DAMAGE FROM WHICH SAID ITEMS ARE NOT TO BE REMOVED OR REFINISHED DUST CONTROL- DUST SHALL BE CONTAINED AND CONTROLLED IN ALL CUTTING, DRILLING AND DEMOLITION OPERATIONS THE ARCHITECTURAL ELEMENTS: SAID ELEMENTS BE REMOVED TO STRUCTURE, OR IF SUCH REMOVAL IS IMPRACTICAL, TO SUCH AND EXTENT THAT PATCHING AND /OR NEW WORK WILL CONCEAL PART OF THE ELEMENT TO REMAIN ELECTRICAL AND MECHANICAL ELEMENTS: REMOVE SAID ELEMENTS PRESENT IN WALL AND /OR STRUCTURES NOTED FOR DEMOLITION UNLESS SERVING OTHER PORTIONS OF THE BUILDING, SUCH ELEMENTS SHALL BE REMOVED BACK TO NEAREST J -BOX, PANEL, PIPE, DUCT ETC. TO ENSURE NO CONFLICT WITH NEW WORK. ELEMENTS SHALL BE SHUT -OFF, DISCONNECTED OR CAPPED EXISTING UTILITIES: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITY LINES IN THE AREA OF THEIR WORK. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ANY DAMAGE TO UTILITY LINES CAUSED BE CONSTRUCTION OPERATIONS AT NO COST TO OWNER CUTTING AND PATCHING: EACH CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, SERVICES AND EQUIPMENT TO PERFORM ALL CUTTING, PATCHING REMOVAL AND REPLACEMENT WITH ALTERATION OF EXISTING MATERIALS AS DESCRIBED HEREAFTER AND /OR REQUIRED TO COMPLETE THE WORK OF THIS CONTRACT PATCHING AND REPAIRING: PATCH AND REPAIR ANY MATERIALS OR PORTIONS OF ADJOINING WORK SHOWN TO REMAIN WHERE WORK UNDER THIS CONTRACT REQUIRES THE LOOSENING, CUTTING, REMOVAL OR OTHER INTERRUPTION OR WEAKENING OF SAID WORK TO REMAIN. WORK SO REPAIRED OR PATCHED SHALL BE DONE TO MATCH THE ADJACENT WORK AS NEARLY AS POSSIBLE. DO NOT CUT AND PATCH WORK EXPOSES TO VIEW IN A MANNER RESULTING IN NOTICEABLE REDUCTION OF VISUAL QUALITIES AND SIMILAR QUALITIES _ STRUCTURAL WORK: DO NO CUT -AND -PATCH STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD- CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. SUBMIT PROPOSAL. REQUEST AND OBTAIN THE OWNER'S /ENGINEER'S APPROVAL BEFORE PROCEEDING WITH CUT - AND -PATCH OF STRUCTURAL WORK STRUCTURE REMOVAL: DO NOT DEMOLISH OR REMOVE STRUCTURAL ELEMENTS SCHEDULED FOR REMOVAL IN A MANNER RESULTING IN A REDUCTION OF LOAD - CARRYING CAPACITY OR LOAD /DEFLECTION RA110 OF REMAINING STRUCTURE. SUBMIT PROPOSAL, REQUEST AND OBTAIN THE OWNER'S /ENGINEER'S APPROVAL BEFORE PROCEEDING WITH DEMOLITION OR REMOVAL OF STRUCTURAL ELEMENTS. SHORING OF SUFFICIENT STRENGTH AND CAPACITY SHALL BE PROVIDED AS NECESSARY UNTIL FINAL STRUCTURAL ELEMENTS ARE IN SERVICE NEW WORK IN EXISTING CONSTRUCTION: CUT -AND -PATCH EXISTING CONSTRUCTION AS REQUIRED FOR INSTALLA110N OF NEW ELECTRICAL AND MECHANICAL, OR OTHER WORK. REMOVE AND REPLACE WORK JUDGED BY THE OWNER TO HAVE BEEN CUT - AND - PATCHED IN A VISUALLY UNSATISFACTORY MANNER FINAL FINISH: PATCH AND PREP WALLS AND CEILINGS TO RECEIVE FINISH AFTER DEMOLITION SALVAGE: EACH CONTRACTOR HAS BEEN DIRECTED TO RE -USE CERTAIN EXISTING ITEMS TO BE REMOVED UNDER THE REQUIREMENTS OF THIS CONTRACT. ANY SUCH MATERIALS MUST BE RECONDITIONED AS NECESSARY FOR RE -USE. ALL OTHER MATERIALS RESULTING FROM THE DEMOLITION SHALL BE HAULED AWAY TO THE DUMP CLEAN -UP: UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. LEAVE INTERIOR AREAS BROOM CLEAN %��SITE PLAN 'q'v, 1"230,4" 5ECONE) FLOOR PLAN 1/5".1,-o" DESIGN TEAM TENANT: VIRONEX SPANO LLC. 3 OWLS NEST RD. WILMINGTON, DE. 19801 ALAN LIVADAS GENERAL CONTRACTOR: JANARD GENERAL CONTRACTOR, INC. 13301 W. 43RD DRIVE GOLDEN, COLORADO 80401 REID GAMBERG 303 - 274 -2745 303 - 274 -1216 FAX ARCHITECT: RUDD AND ASSOCIATES 8811 EAST HAMPDEN AVENUE SUITE 206 DENVER, CO. 80231 MIKE RUDD 303 - 278 -6889 303- 278 -8239 FAX KEY NOTES: DEMOFLOOR PUN 1� EXISTING FLOOR FINISHES TO BE REMOVED AND REPLACED WITH NEW CARPET AND BASE 2� REPAIR ALL EXISTING WALLS WITH PREP, PRIME AND PAINT. WALLS TO MATCH NEW CONSTRUCTION - TYPICAL 3 EXISTING DOOR AND HARDWARE TO REMAIN, RECONDITION DOORS AS REQUIRED TO MEET BEST CONDITIONS - ADA COMPLIANT 4� EXISTING DOOR FRAME TO BE REMOVED. SALVAGED AND RECONDITION DOOR AS REQUIRED TO MEET BEST CONDITIONS 55 REMOVE EXISTING PORTION OF WALL FOR NEW OPENINGS, PATCH BACK WALL AREA AS REQUIRED FOR NEW FINISHES, HEAD HEIGHT SHALL BE 7' -O" A.F.F. 6� EXISTING SINK, CABINETS AND PLUMBING TO BE RELOCATE. RECONDITIONS CABINETS AS REQUIRED TO MEET BEST CONDITIONS 7� REMOVE EXISTING COUNTER TOP AND CABINETS. SALVAGE FOR REUSE AND INSTALLATION 0 REMOVE EXISTING PORTION OF WALL FOR NEW CONSTRUCTION, PATCH BACK FLOOR AREA AS REQUIRED FOR NEW FINISHES 9� REMOVE EXISTING RESTROOM FIXTURES. COORDINATE LOCATIONS OF NEW FIXTURES WITH TENANT FINISH PLAN FIRF FLOOR FLAN 1/8 11 =1 -- 0 11 I 1D.° 00 CQ co to to i rn 'y CO � 9 a PIN m z w coQ ■ W z 0 x w 0 I~ �a 4 V Eel y W E...� Q M � JOB No. DRAWN 5wm CHECKED m.R. ISSUED cr7 -o9 REVISIONS SHEET NO. laff mm COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15296 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/2/03 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: MILENDER WHITE CONSTRUCTION Property Address : 13050 W 43RD DR Contractor License No. : 21575 Phone : 216-0420 Company : A Sign of the Times, Ina Phone : 303-716-7446 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 Iassume full responsibility for compliance with the W heat Ridge Building Code (U.B.C J and all other applicable W hep0i/9aqrdiny~i, es, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : NEW WALL SIGN - NON-ELECTRICAL. 30.75 SQ. FT. Construction Value : $1,400.00 Permit Fee : $66.28 Plan Review Fee : $0.00 Use Tax : $16.80 Total: $83.08 Use: ma BUILDING DEPARTMENT USE ONLY Zonirig_Comments=e's SIC : Sq. Ft. : Approval : TRC OK. 1 APRIL 03 Zoning : pID Buildtng C~3 OK. 411/03 Approval: BG Public Works,Comments Approval: Occupancy : Walis : 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: (t) This permit was issued in accordance with the provisions set forth in yopur application and is subjek to the laws of ihe State of Colorado and to ihe Zoning Regulations and Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the building authorized 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 normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment ezceeds one (7) year, full fees shall be paid for a new permiG . (4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem. (5) Contractor shali notify the Building inspector iwenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspedion card before proceediing with successive phases of Ihe job. (6) The issuan e of a permit or the appmvai of drawings and specifcations shall not be constmed to be a permit for, nor an approvai of, any violation of the provisio o Ihe h ildi ,odes or any other ordinance, law, rule or regulation. . Chi uilding In ector COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: ~F WHEqT,p gUILDING INSPECTION LIlVE - 303-234-5933 . Date: ~ ~ ° CITY OF WHEAT RIDGE U 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (3~03-2H3p5-2p855)5~p ~~lORP00 433~i"isdl~.P3ddO7~~' ~1{' PropertyOwner: ,`~;~~;~e~e✓ %~Gu'F~f Ci~s~i'~~" a-.~ Property Address: />05'& i'~. Phone : v V-2D Contractor License No.: ComPanY: 4 `»•S-,a J -/-L ~~n e S Phone: 3613 ~ OWIVER/CONTRACTOR SIGNATORE OF iINDERSTANDING AND AGREEMENT I hereby certify Ihat the setback distances proposed by this pemut applicatlon are accunte, COTISTCUCt10Il V3Ille: ~"Z' anddonotviolateapplicableordinances,miesorregutationsoftheCity ofWheat Ridge or pernutFee:$ covenants, easements orresfic4ons ofrecord; [ttatallmeasurements shown, and allegalions made are accurate; tha[ I have read and agree to abide by all condi5ons printed on this Plan Review Fee:$ application md that I assume full respsibiliTy for compliance with the Wheat Ridge USe Ta7C:$ Building Code (U.B.C) and all other a pficable Wheat Ridge Ordinances, for work under thts Perm;c. Total:$ ~~--~h~ Q (OWNER)(WNTRACTOR):SIGNED ' ' L ` . ~ DESCRIPTION: r~` W ~ .~L~zc__\ 0 30. -r5 d~ BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: 20NING COMMENTS: Approval:(6p Zoning: pkA l) BUILDING COMMENTS: ~ / - pp2 Approval: ~ y/'(03 ~~~~0 V lSD PUBLIC WORKS COMMENTS: MA+a 9 4 2003 Approval: Occupancy: Walls: Roof: Stories: ResidentialUniu: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expuarion Date: Expuarion Date: Expiration Date: Approval: Approval: Approval: (1) This pelmi[ waz issued in accordance with the provisions set fortL in yow application and is subjec[ to the ]aws of the Sta[e of Colomdo and to the Zoning Regulafions md Building Codes of WLeat Ridge, Colomdo or any other applicable ordinances ofthe CSTy. (2) This pemut shall expire if (A) the work authorized is not commenced witLin sixty (60) days from issue date or (B) the building autLoiized is suspended or abandoned for a period of 120 days. (3) Tf tLis pennit expues, a newpecmSt may be acquired for a fee of one-half the amount nolmally required Provided no cha¢gu Lave beeu or will be made in the originalplaas aud speci5cations andanysuspension oraba¢dovme¢thas notexceededone (1) yeaz. Ifchanga havebeen orifsusprnsion orabandonment exceeds oue (1) yeaz, fWl fees shall be paid for a uew pttmit (4) No work of any manner sLall be done that wID change the natuml flow of water causing a drainage problem. (5) ConhactorsLallnotiiytheBvildinglnspec[ortwenty-fow(24)homsinadvenceforallinspecaonsandshall receivewrittenapprovalouinspectloncazdbefom pmceeding with successive phazes of thejob. . (6) The issuance of a pertnit or tLe approval of dmwings md speci5cafions shall not be consWed W be a pemut fo; nor an approval o( any violation of the provisiovs ofthe building codes or any other ordinance, law, rvle or regulaHon. & / Chief Bui g Inspector c L r n y N T ~ o a s m~3 L O ~ O 13 u m = 0 d ~ d ° e c ~ o m ta f V 6 6 M Sent 8y: MILENOER; ~ ~ ■ 0 a~ v _ .a ~ i v = y ~ e 2 C~ (V N 303 276 0420; M2r-21-03 2:40PM; P2ge 1/1 ~ o81 0 m m ~ m Q ~ m F ~ ~ ~ ~ ~ m f 0 5 Q i A m 0 a ~ ~ A:m a~C m Q . j N 3a 3++ U ~ n ~ N o a ? m _o m . ~Q 4 1' 7 y~ q 9 r 9 A 9 m C n. C . F 0 m ti 9 ~ R m S ~ y 'N ~ Op o O O p y CT 9 ~ ' W C ~S a O q Y C ~ n • q 2 i ~ T r- aC p a O r ~ r d ~ m p 1 Q ~ ~ ~ F - C C ~ N L N p ~ • W y ~ . ' M • N ~ I LL m C) ~ ^9 N W ~ 01 O ~ Z Q) ~ m' !/l A 2 ~ c 2 ~ C OI 0 a C ~ N CO C N C= = U ~ ~ 9 p ` ~ O N ~ p N m d ~ GI tll m tli L Q ~ d N ~ N L pi 1 (Q m (/J a 3 G7 p= p_ ~SN Q C r T~ T1n N TO N ' TQ ~ H Q y 0 0 w0 _~w -~vi~ W tlJ iC ~j N L L . _ : ..Li L ~ v/ L L ~ O Q~ a N C - (L n ~ d a L` _ iL ~ . ~ ~ ~ . ?I~eQIaS ~ ~ ~ pGE ~ p ~ W 6 = ~i o v, ' VO Q _ . ~ Q -s C s ~ a c ~ 8 a ~ a N G ~ w C e & i 8 o° $ d M `a R 9 A p v c m C Y ~ ~ ~ C `i . ~ N . _ C/) y m W ~a _ Q m IIeM l0 4l ual ;aaa;g weW \ C ~ x w ^ ' 1L ~ v ~ " ` Y y O ~ u • Y r„ ti. U m ~ ~ cu O - a y ;y6iay u6ig ' N C Q L d ~Y N O N N N m i ~ Q ~ O C~ m N~ c~ a9~ tp ~ m c i ~ n ~ y ~ N N N-p QLG `C mO1Ln LL f0 ~ fp N C ~ w.n~0 O m L N $ N r- Ol .2 Q N O N m C N ~1 ~ 'y Lm,i U O :a a c- ~ ~ 2 d O ~ d~,' o. n . ~ _ _'m ma. E o`dFE . N ~ a _ ..W i V' ' ~ ~ 0 3 D a w O n A m ~ 0 N a ~ O Z O m ~ N N ~ ~ O' a c N N ~ N r y O ~ ~ H C' S C m a O~ 0 5. ~ ~ c ma Aa n~ ~ o m = m a N N E m 7 d m 0 ~ D 0 m m R' ~ ~ n D r ~ O 'o 0 m ~ ~ ~ C .'0 'O O ~ m „ O a m 3 Z y 6 ~ 3 m ~ g 6 K c - N Z O a a m o N ~ ~ N N W 5 3 ~ cn m a s (D ~ \ a ~ ~ O ( n d S y ~ 3 (D 'c S ;a 51 .n ao a O+ o S n " n ~s n c T N ' < Y1 a Ei ~ mG O c~ m n ~c m 3 o m O A m o ~ aa Z y N y ~ N ry d y 9 < ~ m o s ~ o m m fa N N Oti. ~ 0 ~ G (D 03 m ~ a ~ o m ~ ~ a A o a~ ~ ~ ~ y Iy~1 J H ~ l ~ ~ O^ l^1 l 1 ~y V \ 1 ~ Date: A Certificate of Occupancy or Completion has been requested for: Av- PURPOSE OF STRUCTURE:-6/2L Building Department Approval: Remarks: ' Zoning Approval:___~~ Remarks: Public Works Approval:. Od~ Remarks: Fire Marshall Approval: (If Applicable) Remar[cs: Sanitation District Approval: (If App(icab[e) Remarks: Water District Approval: (If Applicable) Remar[cs: 1 o-4~ ~ I II I W Cl) U) ~ Z Z M cl G~ ~m W = m 00 J W J N ~ O cn a Z Cl) O - ~ ~ at a v U) Cl) Z Z F Z 0 V Cl) Z 0 lm W ~ W W ~ Z Cl) n _ N M O~ s ° z W) ~ c a a O N Q ? U ° Q 0 CV) ~ ~ w ~ ~ O J - J W ~y O ~ ~ ~ Z O LU V ~ ~ W ~ m W ~ a=W a W Cj) N V+ Z LLI ~ r I ~ ~ ~ ~ w ~ I 0 0 , ~ - V r \ ;J , ~ Z ~ \ V' I _ . Z ~ H CO w ~ w¢ a 0 Z ¢ W m ° Z 0 m O O LL Y ¢ m w ~ ~ 0 U W a m r O i) z ~ ~ x ~ 0 ~ Z z ~ ~ w a W W V Q a Q ~ tA J Q V Z ~ ~ ~ ~ 2 cc O W Cn Q U z ~ F W o d 2 ~ z y C - Q O p . p) O N y C . O_ y C C ~ L > y O O fn C itl LL 0 ~i U ir ~ 0 w z c7 in z W W m a w 0 m Q ~ Z D LU W cc U z Q O Z im _ (L cx:l ~ ~ ~ v ~ Y i °0 n ° ° o ~ U w a x J ¢s Q 0 Iq ~t ~ ~ ~aod U E t6 7 N x°~p w a ~ ' o' o ~ 'o ¢mcrc rA a ( a a n yJ v m O ~}p ~ v o a a ° 3 . • ~ ~ m .o O ~ C ~ - ~ _ N ) o~ ~ ~ ~ C i £ o ~ C _ ( 6 ~ C C O ~ C > m C C m ~ . ~ d ~ > C N Q US ~ E ~ ~ a 0 ~ J aiS C LL ~ ~C o O a[ N oc N w tL N w ~ a ~ x N LL O ¢ ~ i,_ s a c O N h C m 0 .`o a ~ ~l y a ~ a ~ FAIRMOITNT F.P.D FIRE ALARM TEST REPORT Date:Q7-Acceptance test Retest Rough-In FFPD Permit # OP- -0 j CJ d~~✓ Bvsiness name- Address:.11o SI '^i L/ Fire alazm contractor 'v-i v, or I~ o-G ww r-TSMonitoring Company: S 5-Fr :45zr-'-~ Representatives Piesent: Contractor(s): zwr~! o~ 7`Y-S FFPD: E~--rvy.` qn Approved set of drawings on site? [ S[ J NO Fire alarm control panel installed properly and works, time to receive alarm? [ur4S] NO Time: G- Remote annunciator operaYes properlyd YES NO [9'154A Smoke deTectors mstalled and have been tested and work properly?[,<S] NO Heat detectors installed and have been tested and work properly?[] YES NO [ ]NA [ A Duct detectors insialled tested work propedy and aze tied into the FACP on a separate zone?[ ] ITsS NO . NA Ritchen hood system tested, activates and is zoned properly2[ ] YES NO [44A Manual pull stations in proper locations and tested? YSS NO NA Spruikler flow swiTCh acTivates panel and sounds horns and strobes?[ S[] NO NA Trouble signals tested and activate trouble on FACP? Loss of power: [ [ jx6 Removal of detector: [ S NO NA Sprinkler tamper switches: [ S[]NO NA Remote indicators where required have been tested and work? YES No [,i]'<A Eire alazm horns and strobes appeaz to be in proper locations and work properly?[ ] YES []NO Knox box application has been given to contractor2[ ES NO Reys have been provided for the Rnox Box? YES [qdlO Pire Alazm Log Book has been left on the premises? I'ES Proper signage pasted in coaect S[]NO Test results: [ ] PASS [L]~FAII. CORRECTiONS & COMIvrENTS ~i 1 3 1 X i'1 o ~hs 1-~+ Yi° ~ 1o rcR t r d- 10 c fc t~✓ ~ 4~t!'~'~ = ~ Y- L. c i iG 1 . SIGNATURE OF INSPECTOR: +~v~s ~ Gi±n~NE%c EliviivFcMidr INDIAN HILLS, COLORADO 80454 PH. 303597-8917 FAX 303697-8940 Job Address: 13051 West 43rtl Drive, Wheat Ridge, CO \.i...~. a!f- !'=;qc(.":c :::':'sr r_ ;--nn Comments: No corrections necessary j 0.-.tP S c :r'1~D-MIP R 'c SJ~: N c'c r"ciNG P.U. --V: ':G: INDIAN HILLS, COLORADO 80454 PH. 303597-8917 FAX 303-657-8940 nn•a; P.,•,._r;ch ^_.nn., Ua= Job Address: 93051 West 43t° Drive, Wheat Ridge, CO i.: ..n t,;g...! ne4~._i{rzce_toiner.n:x_=I_s~._.;c;.~,.:.._-. -C~. Comments: 12einforcing on west retum placed incorrectly. Placement corrected by conlractor r;;_;.ip,...v.._.=t$. R~~' L`;~9='. ~~:5v ='n: Signed: JONES & G ER E GINEERING, inc. p0 RF ~ci~~~,pC+k Z~ ✓O M. j 79 2 S~~NAI ENG~ _M4ES v:.R~S~I~^n cevGii4cG Y J. tS:JX 1t.Vi INDIAN HILLS, COLORADO 80454 PH. 303687-8917 FAX 3035974940 `_''?t°: M2i )r, ?nn_ - 25 2 Job Address: 13051 West 43rd Dmre, Wheat Ridge, CO Snt i r. ~ F,i c~c! Comments: No corrections necessary. Inc. PpO RFG ~ O CF:•Q~V~L c..~• 7 928 .s~ ; . O~ .S~NHLE~G J JONES & GAi2DNER ENGlNEERING P.O. BOX 186 INDIAN HiLLS, GOLORADO 80454 PH. 303-697-8917 FAX 303&97$940 D8t°. Apr,i a 2002 Job Address 13051 West 4P Omie, Wheat Ridge, CO Work inspected: Sixwali paneis. No corrections necessary. ~a0n R=G~ Signed: "1' JONES&G NER NGINEERING, inc. 2 792$ CO: ~ -a • ~ M. L. Jo s E ' ,f <SS~ONAL E~G\~ JONES & GARD(VER ENGINEERING P.O. BOX 186 1NDIAN HILLS, COLORADO 80454 PH. 303697-8917 FAX 303-697-8940 nyrg: nY.jl 15,2002 Job Address: 13051 West 43"' Dmie, Wheat Ridge, Cfl Wnr4 iner~crtcrl~ (`via.-nns A9, 424, Or+, AL:, , A7 GQ, A'1 ~1, 419 A1Z G17 .,r.,....,... Comments: Tie s¢e too large for proper cover. Corrected by contractor prior to piacing concrete. NC ^±her cnrror4ions ncccscwy. Work inspected: SbcwaU panels. No corrections necessary. Cinnarl' JONES & GARDNER ENGINEERING P.O. BOX 186 INDIAN HIl15, COLORADO 80454 PH. 303697-8917 FAX 303-697$940 naeo: P.p:ii 15120002 Job Address: 13051 West43rd Dri+re, Wheat Ridge, CO Work inspected: Five wall panels. No corcections necessary. Signed: JONES&GAftDN NEERIMG, Inc. PQO REG1S o~-oN L. J M. L. Jones, P ~ O~.~Am 7928 vi;° r'~ • <v ~ O ~'~S;>•....••'~G~/ ~`.`S~ONAGE~ ~ r~- JONES & GARDNER ENGINEERING P.O. BOX 186 INDIAN HILLS, COLORADO 80454 PH. 303-697-8917 FAX 303E97-8940 n~+o. . n...,I;i i o onn~ . . . Job Address: 13051 West 43rtl Dmie, Wheat ftidge, CO Work inspected: Tfiree caissons. No corrections necessary. Signed: ~PpO' REG, Inc. LJO a 2'°.m v' z 7928 emn ~o ~ i 'i:e • <v NAL ~-~G~~ JONES & GARDNER ENGINEERING P.O. BOX 186 INDIAN H1LLS, COLORADO 80454 PH. 303.697$917 FAX 303-697-8940 nyfo; arrii 22,2002 Job Address: 13051 West 43`d Drive, Wheat Ridge, CO Work inspected: Three wail panels. No correc6ons necessary. Signed: JONES & GARD R ENG EEftING, lnc. , L r> ~ t~ r I L~ M. L. s, P.E , r , , \ ~ v i7 JONES & GARDNER EtVGiNEERlNG P.O. BOX 186 INDIAN HILLS, COLORADO 80454 PH. 303697-8917 FAX 303697-6940 na±o: nnay? I)nn) Job Address: 13059 West 43" Drive, Wheat Ridge, CO Work inspec#ed: Five wail paneis. No correctlons necessary. Signed: Inc. L P~ O "ip , 2:m 7S28 JONES & GARDNER ENGlNEERING P.O. BOX 186 INDIAN HIL15, COLORADO 80459 PH. 303-697-8917 FAX 303-697-8940 n-Fg: angJ ~ 2nm Job Address: 13059 West 43"' Dmre, Wheat Ridge, GO Work inspected: Five caissons. No cflrrections necessary. Signed: JONES & G ER E INEERING, Inc. M. L. Jone ~ JONES & GARONER ENGINEERING P.O. BOX'IS6 IfJD1AN IiILLS, COLORADO 80454 PH. 303-697-8917 FAX 303-697-8940 Q8:°: ^nay g onn? Job Address: 13051 West4e Drive, Wheat Ridge, CO Work inspected: Five wall panets. No corrections n?c..,..,..ry. ci,,.,Pri Inc. Cp°tc~ < < 7828 cn po +~;o••, \`~`~/OfVAt EN~~ JONES & GARDNER ENGINEERING P.O. BOX 186 1NDUW NiLiS, COtOl2AD0 80454 PH. 303-697$917 FAX 303697-8940 Da:°: °!!a; ?n 2 0 02 Job Address: 13051 West 43rd Drive, Wheat Ridge, CO Work inspected: Structurai welding, floor and roof framing. No correclions necessary. inc. ,~e i , ~ . ~v . JONES & GARDtdER ERlGINEERING P.O. BOX 186 1NDIAN HILLS. COLORADO 80454 PH. 303-697-8917 FAX 303-697-8940 nvro nnaJ 30,2002 Job Address: 13051 West 43ro Drive, Wheffi Ridge, CO Work inspected: Tension ties from retaining wall to anchor blocks. Reinforcing in anchor blocks. No corrections necessary. Signed: JONES 8 ENGlNEERiNG, inc. M. L. J ne . \ c>,~;v:> 7928 ~ ° °<u ~ Q JONES & GARDNER ENGINEEf2ING P.O. sox 186 iND1AN !-i1Li.S. fALORADO 80454 PN. 303-697-8997 PA3( 303-697-8990 HUIJUSt 22, LUVL To whom it may concern: 8e advised that the utadersigned person has performed a final inspec6on of the site work and drainags improveme.nts at 13051 West 43`° Drive, Wheaf Ridge. As Engineer of Record, I hereby certify that a!i site work and drainage has been performed in essential compliance with ngs approved for construction by the C1ly af Wheat Ridge, Colorado. ~ O pjP~ REG~s~ o` : },Q' 2 7928 From: Mike Mirowski To: Mark Oate: E12612002 Time: 8:18:50 AM Pa9e 2 of 2 kEC:LAV1 Quota.tion To: Wright Wav Concreta Att. Mark ! Estima[trd StartDaAe 1 Wks notice to schedule - 280 Allison Streei Lakz4vood, CO 80226 Ph:303-275-0661 Fat:303-716-7940 W WW. ELCSERVICES.COM _ Date: August 26.2002 Ouote 082602 Estimator: Mike Mirowski I'ax Number: 303-202-0042 Commcrcial 1. lipon Completion Quan[iiy _ 1 Is Dascri~tion Seed slope r~ith dryland~ash~re mis, app.~ 3,600sf Wt 13051 W43 Drivz Price 450.00 Amount $450.00 , I ; ~ - - - . - - - - ~ - - - ~ - ~ I ~ : - ~ _ - - ~ - - - ---r-.- _ Exdusions: viairanty, soil preparation, weea conffui, uwwi«s Erosion Control • Kaclarnation • Seeding • Soil Preparation • Mobilz Blower Sarvice ~ ~ i ~M~~• ;~v+~', . . . Fairmount Fire Protectiori District SYSTEN! PERMIT Type of System SPl"; „ b I t"_ I AddressI 3o-S If wyI J nr,'Nl S- Permit No. o.-2,-67/ Owner Jdhrs s- u4.d n t r Date Issued 3 Contractor P. G, F, F;.-e 1960 trctia✓1 Call FFPD at 279-2928 when ready for each inspectiors 48-Nour Notice Required Sprinkler - Standpipe: . Hydraulic Calcufation SummaryPipe Schedute GPM " PSI Hazard Density/Area ! Tvpe INSPECTION DATE INSPECTOR REMAFKS/CORRECTIONS SPftINKLER - STANDPIPE: Hydrostatic - Above Ground g f,oZ 1~ Visual on Rough In Piping g 3=02 Fire Department Connection System Operation, Fiow, Drain FINAL APPROVAL E ALARM AND/OR DEfEC1lON: Vi al on Rough In Wiring FIN APPROVAL FIXED FIRE F~ll TECTION SYSTEM: Extinguishing Age - System Designation - FINAL APPAOVAL MMABLElCOMBUSTIBLE LI STOFWGE Undergr d ❑ Above Ground ❑ Tank Installat ` Piping FiU Material/Cover FINAL APPROVAL This card must be posted at the above address so it is plainfy visihle from the street and availaGe for the Inspector's . signature. Approved pians. shall tz on site at all times. 0`JVNER/CONTRACTOR: ALL FINALS SHALL BE APPROVED PR10R TO ISSUANCE OF THE CERTI FICATE OF OCCU PANCY. _ FAIRMOUNT F.P.D FIRE ALARM TEST REPORT Date: yj /7,61/O 1[] Acceptance test [a4test Rough-In FFPD Permit # O 2- 0 3 d Business name. 13 G.? l L-•/ L/3 Address: Yd n 5 ri- CLo i a H e✓ _ !:~`_rMo toring Company: Fire alarm contractor ~;z<+~ I '''Z Representatives Presenr.: ~ ~ ✓ 1 ` Contractor(s): FFPD: h ~ rd Approved set of drawings on site? [ S[] NO Pire alaxm control panel installed properly and works, [ime to receiv azm? [yfis [ ] NO Time: Remote annunciator operates properly7[ ] YES NO [y'NA Smoke detectors installed and have been tested and work properly? S[] NO []NA Heat detectors installed and have been tested and work properly2 YES NO [[}dQA Duct detectors installed tested work properly and aze tied into the FACP on a sepazate zone?[ ] YES NO [4'1'KA~ Ritchen hood system iested, ac[ivates and is zoned properly?[ S[] NO [y}3QA Manual pull stations in proper locations and tested?[ S[] NO NA Sprinklerflow switch activates panel and sounds homs and strobes2[ S[] NO NA Trouble signals tested and activate trouble on FACP? Loss of power:[ S O Removal of detector: [ S O[] NA Sprinklertamperswitches:[ S []NO [ Remote indicators where required have been tested and work?[] YES No A Fire alarm homs and shobes appeaz to be in proper locations d work properly?[ S[]NO Rnox box application has been given to contractor? [ S[] N ICeys have been provided for the Rnox Box?[] YfiS [ TO , Fire Alazm Log Book has be on the premises? YES O Proper signage post correct places?[ ]YES [ O Test results: [ ASS [ ] FAII, CORRECTIONS & COMb1ENTS SIGNATC7RE OF INSPECTOR: l~ 5~v Water E Service Meter/Account oifcial use only Zip: Co.iContractor. Contact o Existing: ❑ New: X E USE: Domestic: C. Fire: ❑ ~ Device type: Reduced Pressure Cg Manufacturer: ~ Date Installed: L)Z m c Location on Property: Replacement For: Irrigation: ❑ Isolation: ❑ Containment: ❑ Double Check ❑ Pres ure Vacuum Breaker ❑ Model: XL Size:SerialNo: PSI ast InspectioNTest: Main Line Pressure:,- Person notified of any failure: Title: iffreund 8~ ~ Alarm Company/Fire oepattn =Turned off: Date: •Z}O o Tested By: r _ Company: '_r"~h ~ Street: ~ m ~ Test Equiptment used: 0 c> @e Technician: ~ Device Owner or Agent company C 15460 EAST BATAVIA DR. AU RORA, COLORADO 800'1'1 303-341-9310 Turned on: Date: b' • Z5 • o Cert. No. 1 Kt2- Expires:S%-I/ - 0 G Calibration Date: 03 ~Zg'V Z Date: 0'2~^02 Time• 7; ~(f e. A- 23 • oR.Time• 7; y) Rev 8/94 Keep test form on file for minimum of three years I te4l~_ ✓ Water CoJContractor: Contact o Existing: ❑ New: A USE: Domestic: ❑ a Device type: Reduced~ PIr = Manufacturer: wa,Srt-~ m ~ Date Installed: DZ m o Location on Propert) e 0 a m E ~ 0 w L a m K freund 8K company O15460 EAST BATAVIA DR.. C AURORA, COLORADO 80011 303-341-9310 Meter/Account orrkiai u" ony rfaLz State:ff a _Zip: Title: iV w P4-44 Phone: Title:4e-usi.tAG.. Phone Replacement Foe Fire: ❑ Irrigation: ~ Isolation: ❑ Containment: ❑ cure ❑ Double Check ❑ Pressure Vacuum Breaker 19 Model: ~COPA y AT Size:_2/~_Serial No: I= Ff'Os- --ko PSI Last InspectionlTest: IR~.) Main Line PressurQ:- Person notified of any failure: Title: r Alarm Company/Fire Department =0 Turned off: Date: -O'Z T m o Tested By: .s Company: M`Z.wV~ ~ Street: 1'1~ltp o r~ #3w ~ ~ Test Equiptment used:~ 0 ~ ca Technician: t Device Owner or Agent ~ Turned on: Date: _ir 22o `ot Time: 1 3 a - c4 Calibration Date: ',3 2y_v2' Date: ~-7-7 -OZ Time: 3z Date: •oZTime: 3 O Rev 8/94 Keep test form on file for minimum of ihree years Fairmount Fire Protectiori District SYSTEIIJ! PERMIT Type of System Address i3osr La " d Permit No. 41;?, -a d Owner JGn = s Date Issued Contractor f s Cal1 FFPD a! 279-2928 when ready for each inspecliort 48-Hour Notice Required Sprinkler - Standpipe: . Hydraulic Calculation SummaryPipe Schedule GPM " PSI Hazard Density/Area / Type INSPECTION DATE INSPECTOR REMAFKS/CORRECTIONS SPRINKLER - STANDPIPE: Hydrostatic • Above ound Visual on Rou n Piping Fire Dep ment Connection Syste6 Operation, Flow, Drain FINAL APPROVAL FIRE ALARM ANDlOR DETECTION: Visual on Rough In Wiring FINAL APPROVAL XED FIRE PROTECTION SYSTEM: inguishing Agent - Syst Designation - FINA APPROVAL FLAMMABL MBUSTIBLE LIQUID STOFaA E Undergraund Above Ground ❑ Tank installation Piping - Fill Material/Cover FINAL APPROVAL This card must be posted at the above address so it is plainly visible from the street and availahle for the Inspector's signature. Approved plans shall be on site at all times. OVVNER/CONTRACTOR: ALL FINALS SHALL BE APPROVED PRiOR TO ISSUANCE OF THE CERTI FICATE OF OCCU PANCY. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12433 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7/11/09 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 13050 W 43RD DR Phone : 216-0420 Contractor License No. : 20447 Company : RK Mechanical, Inc. Phone : 355-9696 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 Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNE ~ '~'ft"ATE Description : ADDITION OF 2 FURNACES Construction Value : $12,000.00 Permit Fee : $209.25 Plan Review Fee : $0.00 Use Tax : $180.00 Total: $389.25 Use: ~U Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : 20447 Company : RK Mechanical, Inc. Expiration Date : 11/9/01 Approval : OK/KS (1) This permit was issued in aaordance wifh the provisions setforth in yopur application and is sub7'ect to the laws of the Siate of Coloratlo antl to the Zoning Regulations antl Building Cotle of Wheat Ridge, Colorado or any oiher applicable ordinances of the City. (2) 7his permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the buiiding authorized is suspended or a6antloned for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-halFihe amount normally required, providetl 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 paitl for a new permit - 4 No work of any manner shall be done thatwill change the natural Flow of water causing adreinage problem. 5 Contrecior shall no[ify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card 6efore proceediing with successive phases of ihe 1~ob. (6) The is ce of a per it or the approval of drewings and specifcations shall not be constr~ed to be a pertnit for, nor an approval of, any viola6on of the provisions , 0 f th ui ingyo any other ordinance, law, rule or regulation. . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 50215 - (303-235-2855) TIrON Property Owner: 11ti i`1wA dLe4- Gd f,-~+ ci~ Properry Address: /3 66'p W y 3~^d PN:ve- Phone : 303- 2-1(0 `0H 7'0 Contractor License No.: Z o y~-J7 Company: gk h'lax(nc,ti-> cJ Phone:.3a,-J O WNGR/CONTRACTOR SIGNATORE OF [7NDERSTANDING AND AGREEMENT I hearby cer[i£y that the setback dis[ances proposed by tlils pemut applicalion aze accurate, and do not violate applicable ordinances, Iules or regulations of ihe City of Wheat Ridge or covenanLc, easemenffi or res4ic[ions oF record; that all measurements shown, and allegalions made are accurate; that I have read arid agee to abide by all condilions pnnted on tktis applications and that I assume full responsibility for compliance with lhe Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pemtif. (OWNERxCON'IRACTOR):SIGNED Construction Value: l z, 60°40 Permit Fee: Plan Review Fee: T ice Tax' TotaL Description: 04- z Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiraflon Date: Expiration Date: Expiration Date: Approval: Approval: ApprovaL (1) This permi[ was issued in accordance with the prwisions se[ for[h in your application and is subject to the laws of the State of Colorndo and [o the Zoning Regulalioas and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of Ne City . This permit shall eapue if (A) the work authonzed is m[ rommenced witliln sixty (60) days from isme date or (B) the building avfhonzed is suspended or abandoneA for a period of 120 days. (3) If this pemul exp'ses, a new pemtil may be acyuired for a fee of one-hnlf the amount normally reyuimd, provideA m changes have been or will be made in the original plans and spuifications and any suspension or abandomnent has no[ exceedeA one (1) year. II changu have been or if suspension or a6mdonment eacceeds one (1) yeaz, full fees shall be paid for a new pemul. (4) No work of any marmer shall be done that will change the natuial Ilow, ofwa[er causivg a drainage pcoblem. (5) Conhactor shall notify lhe Building Inspecmr Iwenty-four (24) houes in advance for all irtspwtions and sLall receive wnLLen approval on inspec[ion card before pmceeding with sucwssive phazu ofthejob. (6) The issuance of a pemu[ or [he apprwal of drawings and specifications shaR no[ be consWed to be a pertn[ for, nor an approval of, anyviola[ion of lhe prwisions ofthe 6uilding codes or mry other ordinance, law, mle or regulatiort Chief Building Inspector BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Job Located at La-- 4 Correction Notice You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector tor Building Dept. DO NOT REMOVE 'fAlS TAG FORM WR6•22 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: BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at a' ~o 4'2l0e_ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Z2,1 Q~ Buiiding Dept DO NOT REMOVE THIS FORM WR6-22 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: BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at / 310 o r,lI. ~i 3 I have this day inspected this structure and these premises and > have found the following violations of City and/orState laws gow ' erning same: C2A You are hereby notified to correct the foregoing violations. When corrections have been made, cail for inspection. BUILDING DEPARTMENT j (303) 235-2855 CITY OF WHEAT RIDGE~ Correction Notice ~ Job Located at ! 2!/~rJ Gr~' ~z 3i✓,- 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: G✓1 % ' rr « You are hereby notified to correct the foregoing violations. . When corrections have been made, call for inspection. i' ! Date /G / Z~_ r' Inspecior fw Bullding Dept. DO NOT REMOVE THIS TAG FORM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at i/ 30/ u~ e-I 34--/ -'Z`1.5- 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. Date DO NOT REMOVE THIS TAG Building Dept. FORM WR6•22 &,&qrn ^D 4? 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A , ~ri , ~ t~ ~ ~ r fii ~ q U+ ~ 1t -t ~ ~ t~ ~ . ~ r~ ~I ~ ~ ~ r ~ ~ ~ ~ . ~ O rn ~ rn ~ r ~i tp ' 0 ~ ~ < C~ rn b A~_ Ar D ~ D~ ~q~ ~ _ ~ ~ C~ ~N~ ~tism R ~~"n -n ~i _ ~ . ~ r~ r x ~ ~ D 7t 3 ~ ~ rn r~ ~ ~ ~ r ~ r = r . ~y ~ r ~ ~m u~➢ ~7tAt~i t~+ ~ ~ ~ t~ ~ ~ -r~ -~z ~'n ~ ~ p N~ , ~ r ~ ~ 1 C rn ~ ➢ ~ -r ~ CI ~ A ~ ~ _ ~ r- tT rn -i X) ~ ~ -C -a ~ - ~ ^ ~ ~ ~ 0 ~ A ~ {A rn _ r Z p _ r - - ~ C . b n b r ~ ~ < tS~ N ~ rn r ~i , r~r _ ~ z ~ ~ ~ ~ r~ q f r , ~ t~ ~ ~i _ r ~ ~ ~ ~ N ~ ~ ~ r ~j Z m r ~ _ ~ rn ~1 ~ ~ , ia ~ 3 ~ r rn ~ ~ r~ m ~ ~ ~ ~ ~ r m r ~ r -t ~ ~ ~ r p ~ N ~ ~ ~ ~ - ~ ~j ' 'rt ~ ~,~~~x ~ Or p v+ - ~ , ~ Q r ~ u~ A ~1 ~ ~ b r r~ rn 3 m ~ ~S ~7 p ~ ~ ~ ; ~ ~ Uj S ~7 Q ~ ~ ~ U7 < IT~ D tA ~ rv C ~ f = in c, ~ ` ~y i' ~ ~ ~~r~v ~ ~ Q ~ ~ ~R.~ 4 ~ : ~ ~ ~ R o r*~ 4 ~ a ; t~'` RU~U & A~ "*1 Z • ~ W ' Architecture Vi ~ ~ ~ ~ ~ ~ a ~ rr = ~ ~ Z ~ C m 0 E Q N , ~I~~~, a r ~ ~ , ~ e ~D /^s~ ~T F r- ~ ~ <rV~~1~~.V~ ~ 11449 W~st 44th A+ ~ ~ L,~„l. ~ ~ ~ tiYheat R6d e,~Co. 8(SU; ~ ~ g ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11000 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/11/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 13050 W. 43RD DR. Phone : 219-0420 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 Wheat Ridge or covenants, easements or restrictions of record; fhat 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 Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : LIGHTED BUILDING SIGN Construction Value Permit Fee Plan Review Fee Use Tax Total $1, 000.00 $38.75 $0.00 $25.00 $63.75 Use: Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This pertnit was issued in accordance wi[h the provisions set forth in yopur application and is subject to ihe laws of the State of Colorado and to the Zoning Regulations antl Builtling Code of VJhea[ Ridge, Colorado or any other applicable ordinances of fhe City. (2) This permit shall expire if (A) the work authorized is not wmmenced within sixly (60) days from issue date or (B) the building authorizetl is suspended or ahandoned 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 normalty required, provided no changes have been or will be made in the original plans and speafcalions and any suspension or abantlonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, fuil fees shall be paid for a new permit. (4) No work of any manner shall be tlone [hat will change the natu2l flow of water causing a dreinage problem. ,(5) Contractor shall notify the Building Inspectortxenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) The is,~ynce of a pertnit or the approval of drawin95 antl specifcations shall not be construed to be a permi[ for, nor an approval of, any violation of the provisions _of ti~buiftlinq Godese8 any other ordinance, law, rule or regula[ion. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11000 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/11/2000 7500°WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Properly Owner : Property Address : 13050 W. 43RD DR. Phone : 219-0420 Contractor License No. : Company: Phone: 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 fulP responsibihty 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) Description : LIGHTED BUILDING SIGN Construction Value : $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $25.00 Total: $63.75 Use: Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (7) This permit was issued in acwrdance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Whea[ Ridge, Colorado or any o[her applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the buitding authorized is suspended or abandoned for a period of 120 days. (3) If fhis permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provitletl no changes have been orwill be made in the original plans and speafications and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a dreinage problem. (5) Contrac[or shall notify the Builtling Inspectorhventy-four (24) hours in advance for all inspeclions antl shall receive wntten approval on inspection card before pmceetliing wi[h successive phases of the job. (6) The ~i ea@nce of a per it orthe approval oF drawin9s antl specifications shall not be consWed to be a permit for, nor an approval of, any violatlon of ihe provisions . -„gt{~7@ bipldi~y~i any other ordinance, law, rule or regula6on. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11000 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/1112000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 13050 W. 43RD DR. Contractor License No. : Company : Phone : 219-0420 Phone: 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 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) Description : LIGHTED BUILDING SIGN ConstructionValue: $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $25.00 Total: $63.75 Use: Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accortlance with the provisions se[ forth in yopur application and is subject to the laws of the State of Colorado antl to ihe 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 au[horized is not commenced within sialy (60) days from issue date or (B) the huiltling authorized is suspended or abandoned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will 6e made in the onginal plans and specifrations and any suspension or abandonment has not exceeded one (7) year. If chan9es 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 thatwill change the naturel flow ofwater causing a dreinage problem. . (5) Contredor shall nofiry the Building Inspector hventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thejob. (6) Th suance of a ermit or the approval of tlrawings and specifications shall not be constn~ed to be a pertnit for, nor an approval of, any violation of the provisions i bui~ cs or any other ordinance, law, rule or regulation. Inspector 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) Date 11000 8/11/2000 Property Owner: Property Address : 13050 W. 43RD DR. Contractor License No. : 20414 Phone : 219-0420 Company : MILENDER WHITE CONSTRUCTION, CO Phone : 216-0420 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 Description : LIGHTED BUILDING SIGN Code (U.B.C.) and all otherapplicable Ridge,e i rt¢es, f rwork underthis permit. / (OWNER)(CONTRACTOR) SIGNED . \ « ~ DATE ~i /~':s 1 Building Permit Number Construction Value : $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $53J5 Use: SIC Approval : TRC Zoning : PID Approval: DM Approval: Occupancy : Walls BUILDING DEPARTMENT USE ONLY OK ALL ELECT. TO MEET NEC ARTICLE 600 Roof Electrical License No : Company : Plumbing License No : Company : Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions setforth in yopur applicatlon and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City. - (2) This permi[ shall expire if (A) the work authorized is not commenced within sixty (60) days From issue da[e or (B) the building auihorized is suspended or abandonetl for a period of 720 days (3) If this permit expires, a new permit may be acquired for a fee of one-halFihe artiount normally required, provitletl no changes have been or will 6e made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceetls one (1) year, fuil 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) Contrector shall notiry the Building Inspectortwenty-four (24) hours in atlvance Por all inspections antl shall receive written approval on inspection card before . proceediing with successive phases of the ~ob. (6) The issuancegi a erm~t or th approval o~drawings and specifica[ions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the builtliq~Eo~ser oMinance, law, rule or regulatioa . K_'~ e Chief Building DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : ~ FsUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Date : , WHEAT RIDGE, CO 80215 qppLICATto N Property Owner: AAw rea, LL L °ropertyAddress: ~~pSb W. 43rsL D~l✓e- pnone:3p3 02 Contrector license No. :;Z~4 ~ 4 Company: ~(e, de w~n•~L ~6n G Phone: s-l-,~~-1-,~ 'D• 3o3-zt 6 -0420 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distanees propased by this permit application are accurate, antl do not violate applicable ordinances, rules or regulations of the Ciry of YVheat Ritlge or covenants. easements or restrictions of record: that all measurements shown, and allegati0ns made are accurate; that I have reatl and agree to abide by all conditions printetl on Nis appiieation, and that I assume full resoonsi6iliry for compliance wd the Wheat Ridge Building Coae (U.B.C.) anC all other applicable Whe idge ordinan s, f ark untler this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE~ ~ ~ D~ Description ~ont_ _rz.2-2-midiff aw- Approval: if-e- Zoning : ?a-L> - APProval: Go~- Approval : Occupancy Walls ElecVical License C mo pany: Ecpiration Date : Approval: Construction Value ~~pp Permit Fee : Use Tax : Total : Use: BUILDING DEPARTMENT USE ONLY SIC : A Zd (eke9. A3 r-jEG f4r~.;02e.. GLck~) R-CC oof : Stories : Residential Units : 1 ~ Piumbing License No : Mechanical License No ~ Company : Expiration Date : Approval: Company: Expiretion Date : Approvai: (7) This 0enTift was wuetl m a0donyan01111 wiN tlM PICisqro set bM in IiegNatlona antl Buil0in9 CoCe ol Mmeat RiCqe; CdoraOe a 1o0w ao0dntion ane n qmpa ro tl+e laws af Me State o! CabrJtlo ana ro I~e:.~smp (2) TTU P~mtif snall emirc if (A) tlfe wark auMa¢etl is nrot " otMr amiabk pdinaem ot tne Ciry. aeandoixC ror a penoa o! 720 Erys. 0Q~' (80) aaYShom issue aate or (8) the builtling autnonzeC is wspendeC or (7) If this Oermit eiPires. a ~ mY ~~D~tiDn or2ibfft antlm nMaH Ne artwurrt nonmally t~pui2E. O~tleO no Uangp Mave Deen or will Ee mMe in Ne onginal Olans anE a ment nu nOl esxMM ane Q ezceetls one (1) Year. NII kes atutl Ds PW 1a a na~. pemrit (1) Year. tt tluiges aro maCe w M suspmawn w aoaelEOmmsnt No woMC m airy manner aMSll Ce tlane Lfrt will W~p IM Iq6mal llaw ol watv ~j"e ppp~. cs) QC~antlaaor ~an noWy the 9uiyi~g Inapxtopr ppvan{y.~qy R{) Mim in aEvance~'s ana shaa r~aivs written appmval on imP~ ord bNae (B) 'n 9 OfaP~M1OrtliPOMVMd o! the qui10'a~y~, other aGnanre. «reguq~s Shall nrot be eonsUUeG ro De a P~t for. nor an aPP~al o(. arry riWaEOn W the O~a I Inspector . ; r i; , ~ I I _ 04 ~ N i i 1 ' 0 0 . ~ Sr ~ ~ - ~ o~ - . _ ~ ~ - ~ ~ ~ tA ~ ~ 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 COMI'LY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF TBE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 00-10373 TENANT FINISH - OFFICE SAPCE OWNER: Milander White Consriuction ADDRESS: 13050 W. 43rd Drive PROPERTY ADDRESS: 13050 West 43rd Drive, Wheat Ridge. CO 80401 DATE " CHIEFBUII,DING ZONING ADMIINIIS N N ~ z O W N C) z z a a U) W Z °a m °C O ~ W LL. LJJ m = H W 0 0 ~ J J W` ^ WM 1.~ ~ W v cn Z a ~ O O ~ Z V CC N LLJ ~ N ci) O Z r CM M ~.AY/ Re N " O ' cl M Q O M ~ 0 _.1 O V W% W V ~ W ~ W ~ Q a= W cy) T N i ~ LLI ~ B O LC) ti 0 cc 0 (M) W cc z O ~ ~ ~ W an U) z U Q Q. ~ U 0 W ay ~ ~ ¢ a O °o z o~ ¢ a o z Z m 0 R m O c~ ~ ~ ~ ~ w L ~ r ~ oC ~ G V, x ~ ~ C Z~ J Z( ¢ a O d M( a°c ( LL / ~ L Q C m~ m' U W a " m c U) Z n - ~ ~ 0 ~ z z ~ ~ w a w W U a Q U) .Q J ¢ z c? cn U) ~ ~ ~ 0 U (1) Q U z ~ - F . W a o cn ~ z 0 p~ O C CL N c t o ~ ' i N C t U ¢ ~i ~ 0 W Z (D co z W w m a _ w O m Q F' Z :3 W w ~ U Z O O Z cc :3 o°.. v 2 2 N O d ~ m 1 C, U E U a) :3 4> Lu FL 1~ 0 W Z a U) z W m a x w o' m Q Z ~ ~ °o -1 LL er. ~ O (L 0 z 0 0 'a J J a ~ a m k c os j c ~ 'n ~tf U C: d cm E'i E N ~ N 7 m Q) Im F- CD ~ ~ a ~ ~ ~ i; \ l N ~ d u ~ M ~ ~Q v ~ ~ v ~ Z Z \ y ~ C~ V ~ M tP il ~ o ~ - ~ a o J ~ Q CES a p~ ~ m ~ m ~ ~ ' co C O m c > ~ t~ J ~ o) , c o m c m ~ -CE m ~ ry a ots c cr, a) °a ~ a p c~ E i m 3 2~ °o d, ~ " E 1 "M 'E° Ci ' `m o ~ c p CL . ,~1 iT a \.a. O a U ~ ~ m w x V a w J W Z N ~ = N p c O W ~ a Z Q Q U 91 W D _ p0 ' O Z W O Z a ~ V 0 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at 130.J-49 Gv" L1~ ":Sp 4~q- I have this day inspected this structure and these premises and have found the foilowing 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. Date tor nunamg uepi. DO NOT REMOVE FORM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 130 5o z,,i c/ 9 p~ d. ':Y, 2C"X2 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. Date FORM WR6•22 . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice &/So ~0 /N' 46; A Job Located at , 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: 1)T vnov~ Lc~~~ ~e-orn U~ccC ~1 You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date I Inspector for Builtling Dept. DO NOT REMOVE THIS TAG FORM WR6-22 F Certificate of Completion ol 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 TFIE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 00-10373 OFFICE/ASSEMBLY ON 1 ST FLOOR, iJNIT 300, LOWER LEVEL OWNER: M. W. Real Estate. LLC ADDRESS: 13050 W. 43rd Drive CONTRACTOR: Milender White Construction_ Ca_ 5040 Tabor Street Wheat Rid¢e. CO 80033 PROPERTY ADDRESS: 13050 W. 43rd Dr.. Wheat Ridge. CO 80403 Unit 300, lower unit DATE Y26- CHIEF BUII,DING OFFICIAL ZONING ADMINISTRATOR 0 Building Permit Number Job Address Description of Permit Inspection List 10373 13050 W 43RD DR ( Office on 2nd floor and office/assembly on 1st floor Number T e Date A roval Remarks FENCE 1/23/199 no CO 26241 DWS 4/13/00 ok/b east side and warehouse walls 26281 RE-wall 4/18/00 26322 RF 4/20/00 ok/b 26330 FE 4/21/00 26347 REFRIG. PIPING 4/24/00 ok/b 26365 DWS 4/25/00 OK/BG 2638~~ "final ins 4/26/00 ok/b nit 300 lower level onl • ~ . ~l~-s e o',a rA- C. o~ C o rn~~e ~n ~ 3 L /evel 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 10373 4/12/00 Property Owner : Property Address : 13050 W 43RD DR Contractor License No. : 20414 Company : MILENDER WHITE CONSTRUCTION, CO Phone : 216-0420 Phone: 216-0420 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 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 1 assume full responsibility for compliance th t Wheat Ridge Building Code (U.B.C.) and all other applicable Wle ordinan~s~for ork underthis permit. /I O i DATEGt°/G ° (OWNER)(CONTRACTOR) SIGNED Z ~ / Description : Office on 2nd floor and office/assembly on 1st floor Construction Value : $20,000.00 Permit Fee : $321.25 Plan Review Fee : $208.81 Use Tax : $300.00 1 Total: $830.06 Use Electrical License No : 18622 Plumbing License No :20447 Mechanical License No : 20447 Company :S.R.T. ELECTRIC CO Company :RK Mechanical, Inc. Company : RK Mechanieal, Inc. Expiration Date : 2/28/01 Expiration Date : 8/31/00 Expiration Date : 8/31/00 Approval : Approval : Approval : (1) This permit was issuetl in accortlance with the provisions set forth in yopur application and is subJ~ectto the laws of the Siate of Coloredo and to the Zoning Regulations and Building Code of Wheat Ritlge, Coloredo or any other applicable ordinances of the City. (2) This permi[ 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 a6andonetl for a periotl of 120 days. (3) If this permit expires, a new permit may be arquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations antl any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new permi[. (4) NoworkofanymannershallbedonelhatwillchangethenaturelFlOwoFwa[ercausingadrainageproblem. (5) Contrector shall notify the Building Inspector hvenry-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection card before proceediing with successive phases of ihe job. (6) The issuan o a pertnit or oe approval of drawings and specifcalions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of ihe g ~other ortlinance, law, rule or regulatioa . Chief Building 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 PropertyOwner: /V(li() eGlIX i,54kj~Le L[.C.-I °roperty Address : IID So G&• 4-1,,.4- ✓ r ivL Phone : a4 20 Contractor License No. : CompanY 44 iii".Grt dG1 ~ZwG. C3YlST. C D. Phone : 2 I G' D't 20 OWNER/CONTRACTOR SIGNATUR E OF UNDERSTANDING AND AGREEMENT b f Construction Value : ?D~ ~Q I here y certi y that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Permit Fee : ~ covenants, easements or restrictions of rewrd; that all measurements shown, and allegations 21~R oZ0 S, e I made are acwrate; that I have read and agree to abide by all conditions pnnted on this application, and that I assume full responsibility for compliance brith e Wheat Ridge Building US2 TaX : ~ .~}0 Cotle (U.B.CJ and all other applicable Wh dge ordi ac, f work under this pertnit. TOt81 : Uc J 30 OWNER CONTR4CTO ~ , p ( R) SIGNED ~ DATE Use: Description ~ y1 pL ~ D D Ge,ltA ~`.vo BUILDING DEPARTMENT USE ONLY L £ O/IA1O ,c- Zoning Approval A~proval / ~0Approval: Occupancy : Walls Roof Stories Etectrical License No t`~ 22 Plumbing License No a~A Mechanical License No : 't E Com an ~ " . an PaY: 51(C1r S'IZK YVfc~it.ri,a I 'fK W1"a.a.;d,o,Q4 Expiration Date : Expiration Date : Expiration Date : Approval : Approval Approval : (t) This pertnit was issued in accortlance wiN the Omvisions setforth in yopur appliration and is suhject to the laws of the State of Colorado and to the:.oning Regulations antl Builtling Code of Wneat Ridge, Colorado or any other appiicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) tlays trom issue date or (8) the huilding authonzed is suspenEetl or abandoned for a penotl of 720 days. (3) I( this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be matle in the onginal plans antl s0ecifiplions ana any suspension or a6antlonmenf has not exceetleE one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, (ull fees shall 6e paiE (or a new permit - (4) No work of any manner shall be tlone ihat will change the naNral flow of water causinq a tlreinage problem. (5) ConVactor shall notiy the Building Inspector Iwenry-faur (24) hours in advance For all inspeMions and shall receive wntten approval on inspeMion rard betore pmceetliing with successive phases of Nejob. (6) The issuance of a pertnit or the approval ottl2wings and specificatlons shall not be consWetl to 6e a pertnit for, nor an approval of, any violation of the provisions ot the building codes^r an)6gVr orCinance, law, `ule ar regula6on. Building I f30 50 w. 4-3el -Or, vco- 6vl otr,u, L'o ft24-0.?. f ~Atvl , v. ~ OA~or ~ ~ Q'-7 2- ~:-JYY]1ShG-NI io ~llmiJiV;,fasm jHi 3V ;SM ~~ooid~ :1ir~~a~},r; io ,tob:r~~~ef 3aulsip uoyaalold alu lurrowila, ~ a~ ~ ~ ~ isal ao.up;dax)y ol sc?jd s~r;c,y Stv'~,L6Z-FLl iz aol}}() UcIIuanala anj i:DE',u0y1 '}52j 2,ltlE}da:,ay FuF acIM::suj pjatJ 01 10aiqns uMeap se pano!€Id.y ~ ~ ~ /111LENDE"2 Wh,-rE OFrfo-E !3[.9 fiC1(pNCE F~2ESY5"r'cr.~S~TNC 130S0 W• otR✓C 5580 W- 59~-A/wEj Ur~~'~°G Whe~q-T2»GCI CoLo"Da , ~i(ZVRDR) Cp4p/E,ppa PCXJO,~j . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at /_-?DSO GV• & 'C~~ " Date V / /f / 2~j Inspector tor 8ullding Uept. DO NOT REMOV,E- THIS TAG FORM WR6-22 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, cali for inspection. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at /-?U :5z2 A.)• 413 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. Date Inspector for Bullding Dept. DO NOT REMOVE of'HIS TAG FORM WR6•22 Ev vO OIV" 1 ` STOP YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT 130 So t,(i. ~-/3 ~o✓~.~p BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): ly6 T"Gr rn i * This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! I Date: ~/63ko Building inspector. O ~ 0 N 0 3 m D a ~ Nv O s l'1 m. m C a 3 N m i 00 n ~ c ~ v d w ~ 0, ~ N O ~ 3 = ~ m fD 3 n a 0 10 ~ s ~ m N a o N ~ Q c n 0 ~ 'o 0 0 ~ ~ a a F 0 ~ n m' ~ ~ ~ , O r 0 m m p A rr n > O m ~3 ~ m m m 3 ~ v n ~ ~ m ~ . 3 ~ r O a t-) A D O A C 3 d - v p rp ~ o~ m to i° ~ ` r 1 A ° d < 3 m 3 a (D ` ° N ~ C d ~ ~ N ~ ~ o. ~ -r - s c+ °R m (D S1+ O 3,~ N ~ ~ O N Q 6 O t+ ~ (7 pp C O 'o g fD r+ < ~ a j -7 • C~. -5 -o • ~c o ~ ~ a ~ n Q o (D W N <-F = a E d Z ~ rt ~ T w c ~ S O n (D J J Qnr o C < (D ~ v~i N yy N V (D . zz: o. o a o 3 o AO O a T N w -`D ~ o M;~;~ o3m 70 ~ a ~ N =a (D I tL] N tn .p N*D C, M p 3 O O c") O d m ' ° o L) ~ m o p o ,-.Ao =a-* mio,+ CD w m ~W o O N C 6 ~ W a n N t~~ 3 O C'F . C)o V n 0, O 3 ~ Q ~ o° v ~ v m w < 70 m3 o_ n N J J,{ (D o _ o m ~ m ~ O ~ d d d O ~ O ry (1 W y1 l ~ y N "H ~ ~ O ~ O n ~ ~ z^ l 1 ~ Date: Qln=,n 'JI-LdIT, A Certificate of Occupancy or Completion has been requested for: ADDRESS: Purpose of Structure: Building Department Remazks: Zoning Approval:),! ~ Remarks: ~Jtc&4 e4p~ ~'Z 0-7 ~~tivi ~c Public Works Approval: P- Remarks: Fire Mazshall Approva (If Applicable) Remarks: Sanitation District Ap (If Applicable) Remazks: Water District Appro-, (If Applicable) Remazks: t, 2I4I6~ ~ c`, --"61/26/2000 19:01 3037510525 4L*. Ed JHMnes PO OW 2MM Danww,~' 1: ' Phme (303j988-1987 FAX (309)3Z0.1987 Attn: Greg Knudean Engineering Departmem 7500 Wast 2911h Ave. Wheet Ridge. Co. 802154713 ED JENNINGS RE: Drainage inspectian for Lot 7, 44th INOUSTft1AL PARK Dear Grcg: PAGE 02 OlL '?C , oate: ,r2sM File: 1598121 This is to CBltity that on lhis date I inepacled the above dexribed aite and found ifiat it was construcEed In substardlal complience wilh dreinage plan prepared Gy me dated June 18, 1999. f did observe that a telephone bpx has baen canatnicted at the SoutMroe3t corner in the drainage swale alang the South prop" (ine. This 6ox abBtrucis qie flow fMo the drainaga sHade. Also, the efevatiqn ot this drainage aWn91e is eriqcW arrd atwuld be fleid veNfied_ Acoording ta the architect far thia eite, ihe edjacaM property is befng developed by the same builder and !he elevatians of this awale wiN 6e measured at the time that the adjacent propeAy is surveyed. Since I will be providing the drainage sludy for this adjacent lot no. B, I vrill make sure that this swale will edsquatelY trarfsport Mle ►unoff acroea fhis suhject Lat. Please contact me if you have any questiom. Sfncerely; Ed Jerfnings PE & PLS cc. Mike RUdd, pOjed , ~ ~a~~ ► 'a . Cl) N ~ Z 0 W N V z z a cl) W ~ Z Q W ~ ~ W ~ A m a . ui z~ 'z c ~ J N m ~ W Na v F' Z O O Q Z V CC N LLJ U cl) 0 = Z _ cm i ;S ~ M ~ ~ O Re MN Q Q M O ~ a ~ a ~ 0 (0) J W O L) z W O ~ - ~ W ~ ~ W U Q~ W w~a N cn LLJ Z Y / ~ U 6 d :D U U 0 w a ~ ~ ~ , ~ ~ ~ 0 w ~ ~ ~ 0 ~ ~ ~ w ~ _ 0 m ~ p ~ 4) U 3 L 4~ N -6 U F. ~ 1 z F- ~ ¢ a ~ Z ¢ O m = 0 I m ~ 3 Z S. J N ~ v ~ ~ w ~ a ~ o E a ~ l¢L UQ y W Q FE m z z ~ O U uWi ~ m O ' cc o U w (L U) Z - Q ~ , fn ~ o R z Z ~ ~ ~o ~ ¢ W a CD w U a C/) W ~ Q o p J J Q Z ~ ~ ~ ~ ~ o U _ ai Z ~ p F W a U) Z o '~s, , O o ~ 0 ~ O y G N y p) ~ i 0 ~ O 0. r m N 0 w z (D co z W W m ~ a 2 w O m Q ~ Z Z) W w U Z 0 U 0 z m D. a 0 W z c? ~ z W W m a 2 W O m Q P: z D cc 0 O Ll., CC _ 0 Q- 0 Z 0 0 v. ~ G O ~ .c ~ 0 0 n a N ~ ~ ~ ~ ` ~ U ri . J 4 ~ \ kA, ~ Q ~ o d ~ L~ ~ ~ ~ ~ ~ ~ ~ ~ . o co m w rn . . c E c . p) O _ p~ o j (C ttl ci C . > O ro O_ J US c ~ E2 m rq m2 C' c ° p~ ~ N a c m O p d Y lL C 0 ~ CC W W d 2 IL C~ LL d +C 0 r C.~ - W J W Z N F M N ~ ~ N O W ~C LL_ ~av ! N a c=j ~ 0 0 C.) W Z E.. O Z a V 0 ~ ~f ~ x 4_11 X^ v~ S / ~ ~ CN ~ L ~ $ r ~r , i ~ ~ z~ - T ' ~ N~ 2 ~ t r I ~ ~ I ~ S i O .Q N ~ ~r 3 tA r rt4 ~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice r.. I/ ` Job Located at 1~ 6 Sa lif/ y/ 3 /2i" 1 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. Date inspector for 8uilding Dept. DO NOT REMOVE THIS TAG FORM WR6-22 . . ~ . . . i . . . , _ . . . . ;K ~4P-r '/i✓` 7' P P ~~.a `,-p~~ c . . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at 13 ci _-5c) AW Piz You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector for Bullding Dept. DO NOT REMOVE THIS TAG FORM WR6-22 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: SRT ELECTRIC COMPANY 53$0 TFNjVVCQNT1NTT ~ DENVER, CO 80212 477-3255 FAX # 477-3595 FAX COVER SHEET TO: ricOM: Xla 7` ' T126i" lI~LiG' - DP.': i: C/ i NUMBER C7F SHEETS INCLUDING COVER Z/I a6ed 6L8 Qol' WVE£:6 66/3Z/Ll 464ELLbEO£ 0Iti10313 1bS :Aq 3uag FUBLIC SERVICE COMQANY OF COLORADO INSTAILATtON DRAWING NUMBER 345 PFEFERRED TEMPORARY SERVICE INSTALLATION FROM RN l1NDERGFOUNO SECONDARV SUPPIY (REFER TO SECTIDN 7) :NS'ALIATION MOST OE LE$¢ TM6N 5 FT. FROM SERVICE PEDESTPL, SPIICF 60% 68 Pn~ MpUNTED TPANSFDRMER. SEHVICE GflDU146 FRGVIOEO 0Y CGNNECtiON 10 GRNEN GROVND ROD wiTHM COMPANY EOUiPMENT WHfRE PERMITTED BY LOC.IU. INSPGCTICTI 4LTNORITY. tJQ-QPOLNO R0[l CNP LL RF OR VEN (NUTS pF OF COMGy VLY EQ(%I?}AEN7, 1~E_^.fmars.^(nmue.nCml:rvc v Mememvaa~qEevae ,+'.j'y,j]Sgf.IXPqbbf:vq~'n r .-eefCC.Onil . ~.n., -om a'v1r.Min<crM__!u ~ .-_vm Semuy~4 . ~A (umstq0 - .ro~n.n.e S m'O i 'Y qcua ~ b {SGe SeCA P~ giu<eG 4 5' 6' - xdys,.n Yi r., } 5 MAA'* - V~n~lvic ~p-,p ' - J ! ~l 15JCq'11o0e n~~K. .....~<rvtC iP[e6:d O.$pILP 1. H.~, .u ~ . 1'alaaw o $t'i fEOxnulul'aECY~+nPN1 kc9rt.nn~T] 1 .w,...:. [ son.e.+[Y... C.+S•.:..r- SEHb't(:@ AO[)flESS IdU9l13E PNOMINENTLY U151'LAYEf) ON TEMPORNftY SERVICE INSTALlAT10N issoetl- it :~i~1 IAppmve0:/7;.J/,.~ SLp•° dcs: 13J?3 MGR ELE ~UI.SLEWG. m t \a.~mM1~i I. 1'+9- Z/Z e6ud 6L8 Qof' Nltl£E:6 66/3Z/ll 569£LLbEOE OIk110313 1liS :Aq }uag DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9287 BUILDING:aNSPECsTLQN LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/5/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Properry Owner: Property Address : 13050 43RD AVE Contractor License No. : 20414 Phone : 456-5569 Company : MILENDER WHITE CONSTRUCTION, CO Phone : 456-5569 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 wnditions printed on this application, and that 1 assume full responsibllity 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 Construction Value : $515,414.00 Permit Fee : $3,305.00 Plan Review Fee : $550.00 Use Tax : $7,731.21 Total: $11,586.21 Use : Description : 12,000 SQR. FT. OFFICElWAREHOPUSE BUILDING WITH SITE STORAGE. BUILDING DEPARTMENT USE ONLY Approval : SM 815199 Zoning : PCD Approval : DM 8/5/9J Approval : GK 815199 Occupancy : Walis SIC : Sq. Ft. : 12000 PROPOSED BUILDING COMPLIES WITH PCD REQUIREMENTS. SEE ATTACHED P.W. REVIEW SHEET Roof : Stories : Residential Units : Electrical License No : 18622 Company :S.R.T. ELECTRIC CO Expiration Date : 2/28/2001 Approval: Plumbing License No :20447 Company : RK Mechanical, Inc. Expiration Date : 8/31/2000 Approval: Mechanicai License No : 20447 Company : RK Mechanical, Inc. Expiration Date : 8/31/2000 Approvai: (7) This pertnit was issued in accordance with ihe provisions set forth in yopur application and is sub'ect to the laws oF the State of Coloratlo antl to the Zoning Regulations antl Builtling Code of Wheat Ridge, Colorado or any ofher applicable ordinances of e Ciry. (2) 7his permit shall erzpire if (A) the work authorizetl is not commenced within sixiy (60) days irom issue tlate or (B) the building authorized is suspentled or abandoned for a period of 120 daya . (3) If this permit expires, a new permit may 6e 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 antl any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment . exceeds one (7) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill chan9e ihe naturel flow of water causing a dreinage problem. (5) Contrector shall notify ihe Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceediing wi[h successive phases of the job. (6) The issuance of a pertnit 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 ortlinance, law, rule or regulatioa Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9287 " BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 8/5/99 ~ - 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 13050 43RD AVE Phone : 456-5569 Contractor License No. : 20414 Company : MILENDER WHITE CONSTRUCTION, CO Phone : 458'3589' 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 lbilth tF,s2 Wheat Ridge Building Code (U.B.C.) and all other applicable Whye~YRidge ordinance , for~~ork underthis permit), (OWNER)(CONTRACTOR) Description : 12,000 SQR. Construction Value : $515,414.00 I;~ Permit Fee : $3,305.00 -^r,o„~Fee : $550.00 Use Tax : $7,731.21 Total: $11,586.21 Use: BUILDING WITH SITE STORAGE. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 12000 mmmm Approval : SM 815199 PROPOSED BUILDING COMPLIES WITH PCD REQUIREMENTS. Zoning : PCD m m. Approval : DM 8/5199 SEE ATTACHED P.W. REVIEW SHEET Approval : GK 8/5199 Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (i) This pertnit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work au[horized is not commencetl wifhin sixty (60) days from issue date or (B) the building authorized is suspended or abantloned for a period of 120 days. (3) If this pertnit 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 speciflcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment (4) No work of anymanner shall be done tfiatwill chan9e the natural Flow of water causing a dreinage problem. (5) Con[ractor shall notlfy the Building Inspector iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection rartl before proceediin9 with successive phases of the job. (6) The issuance of a pertnit or the approval of drawin95 and specifca[ions shall not be construetl to be a permi[ Por, nor an approval of, any violaUon of the provisions of the building codes or any other ordinance, law, rule or regulatiort . b 1'W Chief Building Insp tor For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPiaRTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : " BUICDING INSPECTION DQVI510N - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE "WHEAT RIDGE, CO 80215 APPLICATIo N Properry Owner: ~~~Gyt~L( vv Property Address : /'~jO~~ (/U• 4 YGC `/?V(r Contractor License No. : Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y that the setback distances proposed 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 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 t Wheat Ridge Building Code (U.B.C.) and all other applicable Whe idge ordinanc s, fo rk underthis pertnit. (OWNER)(CONTRACTOR) SIGNED I DATE 07',21'q1 Phone 5-5,6 y Phone Construction Value : o 0 5 s yr~ , Permit Fee : -tr 34aS o0 Use Tax :-7 -7 3 I. g 1 Total : I I 0 38-• 8~ USe : pddd arSO • t1a Description /$4/ 81 v f~ G-c~ ~iti4~,~,~,~,~ ~d~~✓1 ~ r~~bG, 'S~~-c__ ~a• -L~ _ BUILDING DEPARTMENT USE ONLY 4ZZ~j sic sq.Fr.: ` e. APProval: Zoning: ~ FcY~-D ~ uu. z Se F~C,P"j r~~kz-~, RECEIVEp ".T .1UL 23 1999 Approval: ~ ~~~►h~ orct't~u~ v~. e~~►u.u ~tt~'( ' s Approval : L ~I ~ Occupancy : Walis Roof : Stories : Residen ~ Electrical License No 2 Z Plumbing License No : Company : Company :'OK M" • Expiration Date : Approval : Expiration Date : Approval: Mecfianical License No : Company :fK KA" t Expiretion Date : Approval : (7) This pertnit was issuetl in accoNance with the provisions set forth in yopur appliration and is subject to the laws of the Sta[e of Coloredo and to the Zoning Regulations and Builtling Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not wmmenced within sixty (60) days hom issue tlate or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) IF this pertnit expires, a new permit may 6e acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the onginal plans and specificatlons antl any suspension or abandonrtient has not exceedetl one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, tull fees shall be paid for a new permR (4) No work of any manner shall be done thatwill change!he natmal flow of water causinq a drainage problem. (5) ConVactor shall noti(y the Builtling Inspec[or Rventy-kur (24) hums in atlvance for all inspections antl shall receive wntten approval on inspec6on caN before proceetliing with successive phases of the job. (6) The issuan5e,ot a permit or the approval of tl2wings and specifw6ons shall not be ams Wed to be a pertnit for, nor an approval ot, any violation of the provisions of the bui iny~codel or any oiher ordinance, law, rule or regulaGOn. . E~ Inspector DEPARTMEtJT 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: ljt/47.c, Property Address : /'~OJfD (/U• 43 /GC `H' vL Contractor License No. : Company : Mf l~/94- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone /'IS,4J[~' SSd y l P h o n e ! Value : 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 P rmit Fee ~ 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 SB TaX : application, and that I assume full responsibiliry for compliance ith t Wheat Ridge Building Code (U.B.C.) and all other applicable Whe idge ordinanc s, fo rk under this permit. (OWNER)(CONTRACTOR) SIGNED / DATEJ~ TOtB ' . Use: Description OGtJ ~ r I l/}!i F G-C~ l/V 1~ ~ , ✓1 ~ BUILDING DEPAR MENT USE ONCY ;l- Ll o m ».,_om . . ~ A roval: SIC Sq.~t.: pp Zoning , RECEIVEp u -:am en E \ JII~ 2 3 1999 ' Approval: m ~~~p U APProval Occupancy Walls : of Stories : Residen Electrical License No : Plumbing License No : Mechanical License No : Company : Siel" Company :'OK Company : fK . Expiration Date : Expiretion Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur appiication and is subject to the laws of the State oi Coloratlo and to the Zoning Regulations and Building Code of Wheat Ridge, Colo2do or any other applica6le ordinances of the Ciry. (2) This pertnit shall expire if (A) the work authonzed is not wmmenced within sixty (60) tlays tmm issue date or (B) the huilding aNhorized is suspended or abantlonetl for a periotl of 120 tlays. - (3) If this permit expires, a new permit may be acquiretl for a fee ot one-half the amount nortnaily required, provitletl no changes have been or will be made in the original plans and specifications antl any suspension or a0andonment has not exceeded one (1) year. If changes are made or it suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new pertr,it. (4) No work o( any manner shall be tlone thatwill change the r,atuial flow otwaler wusing a drainage pro6lem. (5) Contractor shall notiry the Builtling InsOector twenry-(our (24) huurs in advance for ail inspections anG shatl receive written approval on inspection card before proceediing with successive phases of thejob. (6) The issuance of a pertnit orNe appmval of tlrawings anC specifcations shall not be consWed to be a pertnit torrnor, an approvalb( any violation o! the provisions of the building codes or any oNer ortlinance, law, mle or regulation. . PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS ' Date °e S 11 ApplicantC'\.\ o~%de< ~e C0-.b'T2-+GT%e/\ Phone# Je3- 456- SS(0 Location of Construction \..eT -4 oF 44 lno-~s-ra, Purpose of Construction 11'1c.0 ~ce~1e.+se guilding Permit Value Single Family _ Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $50.00 $ 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 op construction in right-of-way, final drainage report and erosion control plan). $ S~ Subdivision Improvement Agreement Fee: $125.00 $ - (for document processing and recording) Development Covenant Fee: $125.00 $ - o' (for document processing and recording) CDOT Access Permit Fee: $100.00 $ -C~' (for document application and processing) Traffic impact Study Review Fee: $100.00 $-0' (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) $ SS6.!* PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REOUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 TheCiryof ~~pF WHEqT O GWheat ~ m GRidge °Zo R aSo LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE $ S 6j9 Dear Contractor: ADDRESS 44 IIIt~JS'[SLIA, t'qQK 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 u have any questions, please contact me at 235-2868. Si erely, Gr g Kntxdson, M.P. Development Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCAT10N REVIEW Date:3 S 9 Location: L~i eF 44 ' nD`iS-ma~.~~tLL 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: X OK Not OK; refer to stipulations. - 2. ~ Drainage: a. Drainage plan and report needed b. Drainage plan not needed c. Lot drainage/grading to be review ed by Building Division d. Site drainage/grading provisions have been reviewed and aze: -Y OK Not OK; refer to stipulations. 3. % NPDES Pernut Required: _ Yes A No - 4. ~ Public Improvements: a. street paving needed: Yes X No b. curb and gutter needed: Yes X No c. sidewalk needed: Yes X No d. street lights needed: Yes X No e. storm sewer needed: Yes X No f. letter of credit required: Yes IX No If a letter of credit is requued, for what improvements? Amount of letter of credit: 5. /Subdivision Improvement Agreement required: Yes X No 6. ~ Development Covenant required: Yes x No If Yes, for - 7. ~ Traffic impact analysis and report required: Yes X No State Highway Access Permit needed: Yes K 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 standards of the City:X Yes No If n hich do not and what is requested: 11. ~ TIrTh Public Works Department has reviewed this request and hereby gives its al, subjec o the YO and/or attached stipulations. . 91 s Sign ture Greg Knudson Date 12. _ NO APPR VAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Greg Knudson 13. Stipulations attached: _ Yes X No 14. Summary Comments: ~,a ne.oncr F.n ~ctw~qa.t,~g ~Gs¢-rF 1o0,T' on ~-tT[eR- Q~'sZ.EO PJ1b~ril!~tz.- OF~ 1zvc-01L3> "pu.to¢ -Tr, L,o. .7UL. 23 1599 09: 04 FEc=,C NORTH hIETF9 REv;h{.=E1_ 425 3888 TO 93W~5E07.9=' P.0-1 /9i ~ PU&LPt 3gnV/Cir !G'tlMPA6YY CdF dBAdBAOO" • NLN Cie']LQ ✓ ENe904S CLkPANY NoY$ MG'?a Region 5d60 W. d01h Avenua Arwdo. Cclcrada 8G0035708 ]uly 13, ?999 Hri;r \X'hiu 5040 Tabor Sc. 'Wheat Ridge, CO 80033 Dear 3riav Whice, Gonce.rnin¢ ;.r.u: pmjec: at ?:OtiO W 43' Dr. in 'W'heac Ridge. Pubiis Sarvice hu g:s and electric dastribui;on in cEc itt:mediaee vicinicy w,en-e chis address. a lease contacr me az 303 423-345: if you hove ques[lons. Sincsre!y, r4ilre Easle: 5+5Q W EOTH AYE. AP.VADA, CO 90003 r::+: T~JfRL PRGE.O? :t:M ~ Fairmount Fire Protection District ' - . - , . . Proteding Lives AndProperfySince 1962 . ± . . . . . . . . . . - . . . . I August 3, 1999 . . . . . . . . . . . . i . . . . . . . . . . . . . . ; Bryon White Milender White Construction Gompany i RE: Milender White 0ffice Warehouse 44'' Avenue Industrial Park , i The Fairmount Fire Protection District has rediewed the plans for your building located 1 m the 4e Ave. Industrial Pazk and have accepted them with the following comments: I~ 1. Fire Alarm drawings shall be submitted to this office for approval and issuance of a pernut. ' i I 2. Another set of these drawings shall be submitted to this office to be kept by us for i future reference. ~ ~ 3. A KNOX BOX is required for retenfion of all keys needed:for access into building by the Fite Department. The box sha11 be mounted on the exterior by the front door: See attached application. 4. Gate shall be wide enough for Fire Departmenf access and if it is an automatic door the Fire Department shall have its access code programmed in. ; Tf youhaue any questions orcomments please contact my ofTice at 303-279-2928: FAIRMOLTNT EIRE PROTECTION DISTRICT - Tony Ligrani ~ , F re I~nspector I i . I I . ~ i ~ 4755 Isabell Street. Golden, Colorado 80403 i Phone 13031 279-2928 • Fax (303) 278 1252 , i i ; . . . . . ; : . . . . . . . . i , . . . . . . . . . . . . . . . . . . . j M E M O / T RA N S M I T T A L DATE: August 2, 1999 T0: Bryon White - President Milender White Construction Co. SUBJECT: Milender White Building 73050 West 43rd Drive Golden, CO 80403 Lot 7- 44th Industrial Park Wheat Ridge FROM: Mike Rudd ENCLOSED: 2 sets - Revised Construction Drawings, stamped by Architect only, re-bound with original Structural, Mech and Elec stamped drawings. Red-lines indicated on E-2 and P-1 COMMENTS: Refer to page 2 Please call me should you have questions. j" ~PVG~ Q ~QQq RUUO 8 ASSOCIATES, ARCHITECTS 11049 WEST 44th AVENUE SUITE 115 WHFAT RIDGE, CO 80033 303-403-1776 Page 2 August 2, 1999 COMMENTS: The following items correspond to the Plan Review Correction List dated July 30, 1999: 1 2 3 4 5 6 7 8 9 10 11 72 13 14 15 16 17 18 The Cover Sheet is changed to reflect the applicable code references. The Data on the Cover Sheet is changed to reflect the S-2 Occupancy and to delete the S-3 Occupancy. Sheet E-2 indicates exit lights at exit doors. Exit lights are deleted with red marks at doors not considered exit. Exit hardware shall be provided at Doors 116, 205 and 305. The Door Schedule is revised to indicate such. The aluminum storefront doors are noted to have a sign a6ove each, including hardware notes per UBC 1003.3.7.8. A back-up source of power is provided to ensure exit illumination. Refer to Sheet E-2. The Occupant Load does not exceed 100 for the lease spaces. Detail 5A/A-4 is added to Sheet A-4 to indicate EWC dimensions. Bar soap on restroom counter tops will be used as a soap dispenser. All access routes are dimensioned, 18" pull and 12" push dimensions at doors will be provided. Signage is noted for doors. The City of Wheat Ridge has a copy of the Soil Report. Truss specification information is enclosed. The City of Wheat Ridge has copies of a report indicating fire flow information. Sheet A-7 is revised to indicate 2 accessible parking stalls. Sheet A-1 is revised to indicate a 96" van aisle between the accessible parking stalls. Fire Department is to review the Site Plan. City of Wheat Ridge recorded Planning Documents indicate fenced outside storage area is acceptable. The Storage Occupancy is changed from S-3 to S-2 on the Cover Sheet. The one-hour occupancy separation from the Office area and the Warehouse area of Unit B and Unit C will 6e constructed even though the S-2 and B Occupancy Separation is not required - Table 3 B. A"No vehicle storage" note is added to the plans notes at Units B and C. One-hour doors in one-hour walls are indicated - the Door Schedule is revised. Sheet A-7 is revised to indicate a draft stop in the concealed front overhang area. Refer to UBC 708.3.1.3 and 708.3.1.1.3. The second floor area indicated shall be fior office use only - the floor joists are designed the floor load indicated - all tenants will 6e advised of such. A back-flow prevention device shall be installed on the domestic water supply at the building entrance - the Plumbing drawings are not revised, but are red-lined for the field inspection. Exit signs are removed with red-lines indicated on Sheet E-2. Room 118 will be used fior Field Offices, Sheets A-3 and A-4 are revised to indicate the name change. RUDD 8 ASSOCIATES, ARCHITECTS 11049 WEST 44th AVENUE SUITE 115 WHFAT RIOGE, fA 80033 303-403-1176 ~ Mlk@ StUBffleP - 0100 uaace sc #433.westmNster. cn e0021 Residential and Commercial Plan Review Plan Reuiew Correctron List Project: Office Warehause with Storm Address: 13050 W. 43rd AVe. Wheat R~Ipe, CO Date July 30,1888 BUiidinp Type: Type Y-N Valuation: 8515A14.oo PIC fee: 32,148.25 1. Applicable codes are 1881 UBC, UPC, UMC and 1886 NEC. Chanpe all references and notes to accommodate adopted codes s« 2. Euit sipns required at exit doors su 3. Panic hardware for exit doors is required s Yi L~ 6 4. Where the accupant load exceeds 100, a baekup source of power is requiretl to ensure that exit illumination is maintaM -5u m 5. Detal aU Nandicap requirements [soap dipenser, sccess, ete.l s/,In uvt? ~ 6. Submit sogs report to verify founIoation lan ~ N 7. Submit truss specs Scc- ;~t- ~ 8. Fire sprinkler locations acceptabie, flreflow mformation not submitted. Cannot compiete sprinkler reuiew 4 ,.'Ox,( -4~ . ihis plan not approued - resubmittal required SEE PA6E 2 Pa9e 2 Plan Reuiew Comments Address: 13050 W. 43" Aue, Wheat Ridge, CO 9. Provide two handicapped parking stalls to meetAUA requirements. Sc-e- .nv~o 10. Prouide 96" uan-accessible access aisle between stalls. Scc, M&Vbn o 11. Yerify with fire department regarding access to rear storage area. 12. Change oceupancy on eover page to S-2 if being used for dry storage only. .5c"et- in.oovto 13. Add "no uehicle storage" to unit B, C note regarding use. sc e- n-A e^•y,n 14. Doors in one-hour walls are to 6e one-hour rated doors, correct door schedule. 15. Show draft stop location in front ouerhang framing. [One requiredl .su movvib wLevvvo 16. Label intended use of second floor, if used for starage it must be designed for 125 psf storage load see sheet S-1. S&-c- m6-z,-~6 11. Prouide backfiow deuice on domestic water supply at building enirance. se-e-, m~d 18. Remove exit signs that direct people through storage areas, cannot exitthrough storage rooms. 3u .y►~.- b P"',N e- 6q--Ij GEO-teknica Engineering SOIL TESTS PER(OLATION TESTS - FOIINDATION DESIGNS P.O. Box 266 Fmnkfawn, Colamdo 80116 Weh: www.geo-teknim.com Foz: 303-660-3615 Tel: 303-660-0300 ~zIcs/vzo JUL 14 Milender White Construction Company 5040 Tabor St. Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF REPORT NO. 99-579 June 29, 1999 Tlus report presents the results of data obtaiued during the subsoil investigation of I.OT 7, 44TH INDUSTRIAL PARK, JEFFERSON COUNTY, COLORADO. Tlus investigation was made to determine the type of foundation required, allowable bearing capacity, ground water conditions and any problems that may be encountered during and after construction. ~ At the present time 2this site is vacant. It is our understanding that a building of approximatelyS,000 sq. ft. is planned for tlris site. Based on our evaluation of the subsoils, we believe the proposed structure should be founded with dtilled piers and grade beams. The piers are to be a minimum of 12" in diametsr Orilled a minimum of 8' into firm bedrock and at least 20' deep. The recommended maximum end bearing pressure is 20,000 pounds per square foot dead load plus one-half live load, the side shear resistance is 2,000 pounds per squaze foot dead load plus one-half live load, for the portion of the pier in bedrock. A minimum dead load of 15,000 pounds per squaze foot is recommended based on pier end area. If the minimum dead load .pressure cannot be met; the pier length and penetration into bedrock should be increased to offset any dead load deficiancy. A side sheaz of 2,000 psf should be used to resisf uplift. Due to the cobb►e encountered af a depth of 11 and 151, a heavy rig may be required. Also, due to the vrater encountered at a depth of 29' in Foundation Soil Test Boring #3, casing may be required for the drilling of the piers. The recommended diameter mnst be maintained at the top of each pier hole (no mushrooming). The drilled pier holes shall be eleaned of a11 loose materiai and filled immediately with low slump concrete to prevent slough of loose soil or inffitiation of water. The concrete piers shall.be reinforced the full length with four (4) number five (#5) or three (3) number six (#6) grade 60 rebar for 12" diameter piers or with rebaz equal to 1°/a of the gross cross-sectional azea of the pier. A void form of four inches (4") shall be placed under the grade beam between the drilled piers. A representative of tlus office must conduct an inspection during the drilling of the piers. An alternate and satisfactory type of foundation system will be continuous concrete footings designed for a maximum soil bearing pressure of 1,500 pounds per square foot, if the entire foundation system bears on controlled non-eapansive fill material. We recommend that the site be overexcavated 3' below the bottom of the footings and be replaced with a suitable non-expansive fill material approved by GEO-teknica Engineering Inc. The overexcavation should extend 2' out in all d'uections from the footprint of the foundation. The bacldll soils should be compacted in lifts not to excsed 8 inches after compaction, while maintaining a minimum of 98% of its maximum standard Proctor dry density (ASTM D-698). The soils should be placed at a moisture content to f2% of optimum. To ensure the quality of the compacted soil, a soil density test is required before footings are formed. GEO-telu►ica Engineering, Inc. does not perform density tests. Results of the density tests must be provided to this oflice before proceeding with footings: These footings shall be designed for a maximum soil bearing pressure of 1,500 pounds per square foot, dead load plus one-half live load. All continuous footings supporting perimeter concrete foundation walls should be at leasf 16 inches wide. All loose and disturbed soil shall be removed before pouring the concrete for the footings. The bottom of the footings shall be a minimum of three feet (3') below £mal gxade for frost protection. 1 ~ The installation of a foundation drainage system is required for any habitabie space below grade levei. See Perimeter Drain Detail 1, for a suggested method of instailing t}ris foundation drainage system. Three (3) exploratory test holes were drilled on June 13, 1999 at the site shown on the Location Map, Figure 1. These test holes were drilled with a four-inch (4") diameter auger. At specific intervals, the drilling tools were removed from the test holes and soil samples ~ were obtained with a two-inch (2") diameter spoon sampling tube. The depths at wluch soil samples were taken and a description of the soil encountered aze shown on the Logs of Test Holes, Figure 2, and the Summary of Laboratory Testing, Tabte 1. All soil sampies were cazefully inspected in the field during the drilling operation. These samples were classified in the laboratory through visual inspection and testing to determine the pertinent properties. The natural moisture content was obtained from relatively undisturbed drive samples of typical soils. Swell-consolidation tests were performed on typical soil samples, see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Auger was refused at a depth of 11' in Foundation Soil Test Boring #1 and at a depth of 15"in Foundation Soil Test Boring #2 during the drilling operatipn. Graund water was encountered at a depth of 29"in Foundation Soil Test Boring #3 during the drilling operation. ~ The natural soils aze not suitable for the support of interior concrete slabs. 1. We recommend that the sofl be overexcavated 3' below the bottom of the slab and be replaced with a suitable non-expansive fill material as described under the altemate foundation recommendation. Prior to the placement of the fill; the exposed soils should be compacfed using vibratory comgactioin equipment. 2. The floating slab must be sepazated from the foundation or utility lines to allow for independent movement of the slab. A positive control joint must be provided at the junction between the slab and foundation walls. 3. Control joints must be provided in the slab to confine cracks to the joints and not in the visible area of the slab. Control joints must be one-third the tlrickness of the slab. The maximum slab area shall be 175 square feet. A maximum dimension of 160" in any direction is permitted. 4. A minimum void of one and one-half inches (1'/z") shall be provided at the bottom of all non-bearing partitions. Drywall or paneling shall not be placed within two inches (2") of the top surface of the slab, allowing space for upward movement of the slab. 5. If a hot water heating system is used, the piping should not be placed beneath the concrete floor slab. If a forced air fumace is used, a two-inch (2") flexible connection should be installed between the furnace and the duct. 6. The soils that will support the concrete slabs should be kept moist, but not wet, during construction. 7. If the builder or future owner provides decorative gravel or bark azound the structure, see Foundarion Grading Detail 2, for an acceptable method of installation. Tlris method will prevent ponding of water neaz the foundation and provide for proper drainage away ftom the stntchue. 2 The bacldll soil azound the structure should be kept moist and well-compacted to prevent future settling. Controlled puddling of the backfill soils is not allowed. For proper drainage, a slope of 10% (6" in 5'-0") away from the foundation in all directions is required. This slope must be maintained for a minimum distance of 5'-0". The fiature owners aze advised to immediately fill in any settled azea near the structure to eliminate containment of water. Down spouts must discharge onto four-foot long concrete splash blocks or into metal gutter extensions to direct water away from the structure. The future owners should be cautioned regazding the installarion of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5) from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants within five feet (5') of the foundauon walls should be hand watered and tlus watering kept to a minimum. In any soil investigation it is necessary to assume that the subsurface soil conditio►rs do not vary greafly from the conditious encountered in aun field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time af eacavation for the foundation system. If soil conditions are encountered which appear different from the test borings as presented in this report, it is requested that an engineer from this office be called to inspect the open excavation. This inspection service is not a part of this report< The parties specifically agree that GEO-telmica Engineering Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other knowo or unluiown conditions that may be present on this site. 3 ~ Location Map N ~ ~ r- ~ II ~ ~ ~ i . PRaPOSED ~.L~~' . ~ k ~ Q Foundation Soii Test Borings Q Peroolation Test Holes ~ Soil Profile Hole R 9- 5 79 ~ Unsuitable Soil Profile Hole Figure 1 N N ~ ~ m LL O> ti LO Of Of O Z m O n (A w J O S l7. 0 0 O J M V C ~ N ~ P ~ W ~ -C C C c~ C W O C C ~ co L "O ~ L N ~ ~ E v` Y C o m 0 ' ~ m m c Z° i . O U W ~ ~ O . N . } -o = -a = > } Z O ~ ~ a) E co a) p ~ -0 Q V ~ y g ~ ~ n ~ o ?T V " J o o tn b . I - N > N > I - LLJ ~y W V. ~ N L U . ~ m~ w 7 ll -a -p 13- Z Z tA L N~ V N (6 'S o F- o 3: 3 t ul (Q. tU U7 l0 (n fn 7 w aN . L ~ N fQ Q U'- ~ L . f6 J J l0 J ~ O tn 2 m m ~ r.S U 7 Q N L LL~ I L O el'~ M ~ ~ ~ . . 87 . . ~ N c a ~ W ~ •~`~'~"'~!.;ii ~o C~ N N ~ Y 5 a N i~ 0 LO O ~ L() r r LU I I ~ ~ N N SWELL - CONSO LIDATION TESTS ,tob wo. 99-579 ~ Sr p sll/-Conso31 resawe due da23on under to rettinp +S a a +6 ~ w +4 O ~ N d +2 a~ a 8 U _ Ve t tar aCtleO a semple s 108 308 . 1M 3 " 5M10M . 20.888 - Teet Malo No. ~ ~9ep T h 9031 Oee crlption: MMF-- GLAY, !~:qnrOY . ~ - . . • ~Y~FG Sre23/COnsoltoetlon under° preeaure Oue to weStlnp $ a 4.. 0 ~p t2 ~ --z o 0 ~ _t $4 E~ U~ 4 _ a~ a ao cn t 6 _ a 6 - veto ter eatleC eemple 100 300 1M 3M SM 10M .20.000 - Taet Hole Ido. ~ pepth. 8 Soil Deecripllon. GLAY yqNbY, STlFF Figuse 3 SIYELL - CONSOLIDAT IO N TESTS J,d No . ~ v 9p e11/Consolidatlon sswe Oue to re re un tti tlar np 4-8 a a +6 ~ w t4 0 r.p}Z ~ v 0 ~ r-' ~•r a~ a cn $ - ~ ' MaYer eCtleq to aaApie . . .180 . 300 1M 3M S!9 10M 20.808 Tsat MoloNo. ZDepth. 8 4os3 Oeecription: Gl-AY. VG'(L'! SANO`{, S~'dFF . + $rell/COAOO11tlOt10n ufltlel` . preeeure dus !o rettlnp.. a 0 t2 ~ O r~ 0-+ a~ d a~ a o w cn _ a ~ Yetar eOtletl to eample 100 300 1M 3M SM 10M 20,000. teat Nola No. 3 Depth.i 9oi1 Deecription. Mr? s= GLAY vEe2Y SANQY, MED. SoFT Figure3. SWELL - CONSOLIDATI ON TESTS Job No. 99- s 7 9 ~ - SvsllfCOnsalidation undar preseura Cue to rettlnp +S a a +6 ~ w +°4 0 ~ ~O C) +a AE a~ a cn . . U S 4eter edCetl to aeAple . I I ~ 100 300 3M 3 M - S !9- 10M 20.008 Teet Nolo Na. 3 9ep t h . 8 4o i1 6ee oriptl on: CGAY VfErZY SRrdp Y + . . Svoll/COneolltlotian under preaeure Cue to rettinp a a +6 9 4-, + -4 c ~ ~O ~ c~A A _ a~ a ~ _ 8 ~ ~etar eaaea io eemple 100 - 300 1M 3M SM 10M 20.000 . Teei Hoie No. --,5-Dep2h. ZS Soil Oeecriptlan.. CLA7!STOr-J6 Figure 3 5`WELL - CONSOLIDATION TESTS Job No. ~7 + +S a a +6 w~t4 0 ~ `-''Z O O ..0 P.. 2 c~ A - 4 s, a~ a cs., o - G ~ 0-8 ~ ~ 200 300 1M 3M aM 10K 20.000 Test t9alo No. 3 9aplh. 19 9oEl Deecrlptlon: Gt_AYSTO~E /$fLTfi'T~~NE . srsll/Cansoliaetson unCar pressure due to vetttnp MaYer eCCeO to eeispls ~ S r p e r ll/Canso110etSOn eeeureCUS -to re un ttl Cer np " a a O p 2 t ~ z o 0 -s r. E a.~ d vA { _ au a o -es a . cn o -s ~ ve t tar ea p eemp dea le i I I 1 1 1 1 1 1 I 100 300 1M 3M SN 10M 20.000 Teet Moie No. _ Depth.- Soit Deecriptlon.. Figure 3 A H ~ a O ~ ~ ~ Q ~ ~ ~ ~ ~ N P. - it U v o ~ N d 7 R d N ~ 7 Z a 0 ~ 0 N 7 _ N' ~ . o ~ •t~~J :w (Q N' ~ d A ~ ~ N Ol s~' ? fl, : ~ ~ ~ ~ 'y ~ ~ f il t .1~ , R~v"3 R ` w~N ~ Z~ l m t til a q F- 1" 5 4 5 4 . ~ g` ~ ~ y. o o Q W F^ r T ' ~ r 1 r~ ~ T Q t.` _ Fa r 7 EE CO , L: i ~ : ~ C'9 CO'i ~ il b ~ o c~ O I Q : I L n ~ , r : { • ~ o U N ~ L(9 S p ~ LO~ - b0 ~ I ~ W N I' w r : I.- c7 -414- a0 -1 0 e'7 0° I`^ h-I u S(9 (O .f0; m,i1 D a N e e N N ` (O ~f J q ,C kl C ~ ~^r~~ N y 00 r ( j Q : N . ch g7. M C' 3 ~ H I BFiACE WALLS. TOP & BOTTOM. PRIOR To eaGwwrG .wa.-si.oam - ir'PEa 10 Fr. MiN. 4aroiWE WTra OR EDGING TOP 12° OF W@L-COMPA:CiED CANCFETE GRADE FLOOR SLAB D(PANSION JOINi PROORNG POlYEf1iYLENE GLUm TO Wfsl1 AND IX1ENDm ALONG ThE BOiTOM OF iHE E~CCAVA110N. 4" MIN. \314. TO 7 1/2' CLFrAN GRAVEl. 4" MIN. VOID BETWff3J 4" DIAMETER PffiFORATED PIPE. SIOPE DRA1N PIPE 118° FEA FOOTT6 DAYUCaY-1T, OR TO A SUMP PfT. IFTO QAYIJGHT, COVBt BJD WfTH SCRffN. BACITfLLAROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE RNAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINF,4LL, IRRIGAl10N WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPmE THE FLOW OF WATER AWAY FROM FOUNDAl10N WALLS Wf(H SOD, EDGING OR DECORATNE GRAVEL AND POLYETHYLENE. DOWNSPOUl'S AND SILL COCKS SHOULD DISCWARGE IMO SPLASH BLOCKS OR LONG DCTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR PtER FOUNDATION) DETAIL 1 BRACE WA11S. TOP & BOTTOM, PRIOR TO BACKRWNG , . JL.\/rrD ' 12" rCll ~-10 FT. MHJ. DO NOT bIKf WI'fH Y~SOD OR EDGING TOP 12 OF W8.l.-COMPAt,'TID BPiC1QRl1 CONCAE7E SL.48 DPANSION JOINT MOD9aA1H.Y CAMPACfED PROOFING POLYErHYLBJE GLUED TO WALL AND DCtOJDED ALONG lFiE BOITOM OFTHE IXCAVATtON. BUILDING FELT ~O .s - `,s°::s•L/ ' 3/4° TO 1 1/2 C1F.AN GRAVEL 4° DIAMEIHi PERFORAIID PIPE. 12'° MIN. SLOPE DHAIN PIPE t/8" Pffi FOOTTO DAYLJGHT. OR TO A SUMP PIT. IFID. 4 DAYUGHT. COVEfi HVD WITH SCREJ: BACKFll1 AROUND THE FOUNDATION SHOULD BE MOISTENm AND COMPACTED AND THE FINAL GRADE SHOULD BE WEi.L SLORm TO PRECLUDE PONDING OF RAINFALL, iRRIGATION WATEFi, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAU110N: DO NOT DIKE OR IMPEDE TNE FLOW OF WATER AWAY FROM FOUNDA110N WAl1S WfM SOQ mGiNG OR DECORATIVE GR4VEL AND POLYEfHYLENE DOWNSPOUTS AND SICL COCKS SHOUID DISCHARGE IM'0 SPLASF9 BLOCKS OR LONG EXTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOl1NG FOUNDA710N) DE7AIL 1 FOUNDATION GRADING DETAlL 4'4° MINIMUM. DECORA'tNE GRAVE OR aAICAAFA ~ 8 MII.. POLYETiiYLHJE SLOPMAWAY RiOM FOUNMIIM. Wl'PL OR WOOD ED('~E W{LL WIiH 1/2" SPPI;EAT BOTTOM TO ALLOW FOR lHE RE}F1SEQOF WA7EH. NOTE: 1. PROVIDE A MINIMUM SLOPE OF 6' IN THE FIRST 6-0" Fi30M HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD IXTENDED BEYOND THE GRAVEL OR EARKAREA. oE'aLz FROM : RLIRNCE PHONE N0. : 3034871991 ALLIAIVCE FiRE SYSTEMS, 1NC Fare Protection Contractors 5880 West 59th Ave., Unit G .A,rvada, CO $0003 Phone: 303422-5111 Fax:303-422-314]. August 2, 1999 Brian Wfute Milender White Construction, Inc. 5040 Tabor Street Wheat Ridge, CO 80033 Dear Mr. Wivte: '1'he watez' source for your office building project is: Nortfi Table Ivlountain Water District 14806 W. 52"d Ave. VJfieat Ridge, CO 303-279-2854 Rug. 02 1999 05:36PM P1 The date the VJater Flow test was performed was on March 4, 1999. The numbers are as follows: Static 141 PSI ResiduaI 106 PSI GPM 2325 Hydrant si2e is a 2%:" outlet. 'Tf you have any fivther quest5ons, please don't hesitate to contact me. Sizzcerety, William N. Willces, Jr. Vice President 1 PdJG-03-1999 TUE 04:04 PM CHASE LUMBER CO FAX N0. 3032883916 ~ 111 a p n o ~i.i Li~ o~ a . ~ ~ y~ ~ WHJ N LJh O oT~ooNO (~y'~Fi . rmmn.'~~ ~_I~' y{~~o~ooNo ~o •~O~I'WOJWC~ ~ 1~7 u yp^ ~NMOP~ ~.~epir~in~ ~ g E~m~~o ~~~~~o ~N 4YTY ~rwrynm ~ [Jr1Nna'N RriNMd'1~1 .1Nf`1NM H ~ H H •i ~ N 22 d ti M r v w N H H QQ F y-1 ~ j "SI4 2 ° P NI e ~ v w v 'a I h n a ~ N Go Q ~ ~ ~ 7 N m~ H ~ 0 w w Q g o d ~ OA ~ O C~ N~ O~ P. 01 ~ o e 0 4 N O N O ri ~ m o8 ~ W w w Pr 'd. 0 0 o e ~ pl$`~ . ff? 2 E '6~NW t mv 9goacipS 6n{y% o(s1pw w~~ 3 a` p-~ P2u ~'b ~o~pV ti ~007~s W m w M m %A w. n 4 m ~ v U ~ ~ ~ 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 9287 8/5/1999 Property Owner: Property Address : Contractor License No. : Company 13050 W 43RD DR 20414 MILENDER WHITE CONSTRUCTION, CO Phone : 456-5569 Phone : 456-5569 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 Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED I DATE Use: Description : 12,000 SQR. FT. OFFICENVAREHOUSE BUILDING WITH SITE STORAGE. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 12000 Approval : SM 8/5199 Zoning : pCD Approval : DM 8/5/99 IMEWNWREMNEW Approval : GK 815199 Occupancy : Walls PROPOSED BUILDING COMPLIES WITH PCD REQUIREMENTS. SEE ATTACHED P.W. REVIEW SHEET Roof : Stories : Residential Units : Electrical License No : 18622 Plumbing License No :20447 Mechanical License No : 20447 Company :S.R.T. ELECTRIC CO Company :RK Mechanical, Inc. Company : RK Mechanical, Inc. Expiration Date : 2/28101 Expiration Date : 8/31/00 Expiration Date : 8131/00 Approval: Approval: Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur application antl is sub'ec[ to ihe laws of the State of Colorado and to the Zoning Regulatlons and 8uilding Code of Wheat Ritlge, Colorado or any other applicable ordinances of t~e City. (2) This permit shall ezpire if (A) the work auihorized is not commenced wi[hin sia1y (60) days fmm issue date or (B) the building authorized is suspendetl or abandoned for a penod of 120 tlays. (3) If this permit expires, a new permi[ may be acquired for a fee of one-half the amount normally required, provided no chan9es have been orwill be made in the original plans and specifications antl any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full 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 wusing a dreinage problem. (5) Con[ractor shall notlfy the Building Inspec[or Rvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of ihe job. (6) The issuance of a pertnit or ihe 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 cotles or any oiher ordinance, law, rule or regulation. Construction Value : $515,414.00 Permit Fee : $3,305.00 Plan Review Fee : $550.00 Use Tax : $7,73121 Total: $11,586.21 Chief Building Inspector 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 9808 11 /17/99 Property Owner : Property Address : 13050 W 43RD DR Contractor License No. : 20414 Company : MILENDER WHITE CONSTRUCTION, CO Phone : Phone : 456-5569 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 e Wreat Ridge Building Code (U.B.C.) and all other applicable WheyaE{tidge ordinar~es,~f worlUnderthis permit. (OWNER)(CONTRACTOR) SIGNED Construction Value : $4,000.00 Permit Fee : $97.25 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $157.25 Use: Description : Fence only and construction trailer are approved. NO SIGN BUILDING DEPARTMENT USE ONLY gm"EEHBBM Approval : MO Zoning : PCD Approval: DM SIC : Sq. Ft. : The sign is NOT allowed. If the area enclosed by the fence is to be used for storage. the fence must be sight obscuring material Trailer to be removed and/or use discontinued 10 days after issuance of Certificate of Occupancy Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18622 Plumbing License No :20447 Mechanical License No : Company :S.R.T. ELECTRIC CO Company :RK Mechanical, Inc. Company : Expiration Date : 2/28/2001 Expiration Date : 8/31/2000 Approval : Approval : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to [he laws of the State of Colo2do and to the Zoning Regulations and Building Code of VJheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) [he work authorized is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 tlays (3) If this permit expires, a newpermit 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 specificallons and any suspension or abandonment has no[ exceeded one (i) year. IF changes are made or if suspension or a6andonment exceeds one (i) year, full fees shall be paid for a new permit (4) No work of any manner shall be tlone tha[ will change the na[ural flow of water causing a drainage problem. (5) Contrector shall no[ify the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card beFOre prOCeediing with successive phases of the job. -(6) The issuance of a pertni[ or the approval of tlrewings and specifications shall no[ be construed to be a permit for, nor an approval of, any violation of the provisions of the bu' ~ g codes or any other ordinance, law, rule or regula6on. - C ui ing ector Sc~~tr,~MS M~W"R~I~~wg,D~lC do~te~ 8i3/9~ 1~~D4 a,r~, -"'t ~ 4 ~ a T , t 's~ 1'~ ' ( ~ ~ r l ~ ; s b~ ~ ~ ' ` ^"~-J^""'. . ~ I(4~-t~" . } ~ ~~~"'°.~--a ' ~'1 w~. _ ~ ~ ~ ~ ~ ~ ~~~"~n ~l ~ ~ ` ~~n . .~....M'r"~++'^ ~ 74 - 2ja.2o' 1 _ ' _ - ° 5 05 5~ C~5 E _..m---~-""' 1 , , ~ , ~ ~ m i ~ ~ ~ ~ ; i q ~ 0 ~ r E ~ ~ , , - ~'`s.3 ~ . ~ ~ - - " k ~ ~ 1 - ~ ~ ~ ~ ~ ~ ~ ~ ~1 ~ _ _ ~ 1 _ r r r, ~ _ _ ~ , _ . , ~ „ s ~ ,,V J ~ `4, ~ ~ } ! i i, ' , i ~ ' ; ~ ~ ~ . ~ ~ ~ -o ~ c~ ~ ~ ~ ~ ~ ~ C~ n~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Y~ ~ ~ ~ v~ ~ ~ ~ ; y ~ ; 1 , ! `4 ` 'ti. ~ ~ c~ ,t ~ ~ ~ s ~ r r- ~ t~+ ~ tn - , 4 ' ' ~ ~ _ ~ , " ~ Y - ~ _ t ~ ~ ~i ~ z q ~ ~r _ ~ 0 ~ - , - r l _ .a ~ - ' - _ d 1 + r-=- k . • ~ ~ ~ _ ~ ~ "i _ ~ ~ 3 i . ~ ~ ~ ~ ~ ~ ~ . . . ~ . r~.~, , ~ ~ ~ . .~v~;__ ~ F ~ ~~i . ~ . ~ . y ~ ~ ~ ~ . , ~ ~ ~ ~ ~ ° ~ , ' ~ ~ , , ~ ; i ~ ~ _ ~ ~ ~ ~ ~ ~ -o ~r ~i ~ , _ r , ~ , ~ , ~ - ~ ~ - ~ r- , ~ ~ ~ ~ ~ ~ . , ~ ~ ~ ~v , ~ ~ ~ ~ r , ~ 1 i ' w ~ , _ , ~__--a - ~i ~ ~ ~ ~ , ~ ~ ~ C ~ ; , , ~ ~ ~ - p7 ~ ~ ~ ~o ~ - ~ ~ - ~ , r _ ~ ~ ; _ - ; - ti, 7! f1'C ~ 'Y€ _ ~ p ~ 'C7 f1 ~ h { ~ ~ ! i ~ ; ~ I! i_ ~ ^ . : , ~ ~ ~ ~ . ~ r' r D , r , , . ; _ ~ ~ ~n ;t} • ~ _ ~ C+ z < - ~ I ' ~ ~ r - ~tr ; . d ~ t~ ~ ~ ` ~ ~ _ ~ ~ ~ ~ ` ~ , ~ ~ ~ _ ~ ~ ~ _ - _ _1 , ' 1"',,_ 1 ~ ~ ~ < ~ ~p ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ' ~ f~ rn ~ ~ ~ ~ ~ x r= . rn -,3 - ~ _ ~ ~ ~ ~ ~ ,~r,, ~ , - ~ c~ { C'~ ~ .x~ ~ r~ rn ~ ~ ~ _ ~ 1 ~ ~ ~ ~ ~ ~ = r ~ ~ x ~~y ~ , ~ U ~ o ; ~ r~ u~ r ~ < z ~ Q ~ ~ m ~ ~ ~ ~ 1~ ~ . _ p E_. - { ~ ~3 ~ ~ _ ~ ~ _ i ~ N ~ ~ ~ 0 i ~ ~ 1 ~ ~ ~ ~ ' ' ~ f rn_ _ -~m ~ ~ ~ ~ , ~ p ~ ~ l`~ = m ~ ~ ~ - ~ ~ t~ M, . ~ ~ ~ _ c~ - J ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ G ~ , , ~ ~ r ~ ~ ~ ~ ~ - , ~-o - < _ - ~ ~ ~ ~ ~ ~ ~ ~ _ . a ~ ~ ` ~ ~ ~ ~ , ~ _ ~ R ~ , ~ . ~ ~ ~ ~ , u~ < ~ ~ ~ ~ , _ - ~ E ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~ - ~ -0 1~? ~ ~ ~ rr i= i ~ ~ , ~ ` ~a ~ ~ x~ ~ I - ~ w ~ ~ ~ $ - ~t ~ ~ - `zv? z ~ ~ ` p ~ ~ ~ ~ fl ~ n . j - ~ ~ + ~ ; ~ ~ ~r z ~ - : a y r ~ . ~ ~ ~ ~ , 1 _ ~ ! , ~ ~ ~ C'~ A v+ ~ . r ` ~ ~ , ~ ~ C, ~ r ~ ~ ~ ~i ~ U' ~ x- ' i - D ~ ~ ~ -1 x~ ~ „ ~ ° ~ ~ ao 1 , ' t , ~ ~ 4 ~ k ~ ~ ~ , _ ~ ~ ~ ~ ~J ~ ~ ; _ ~ ~ _.x a Q ~ n , ~ ' ) a _ - . - ; ~ t3r % .~i 0 ~ i ~1 ~ ~ =.i ~ ; ~ ~RQ rt1 - i~ ~ ~ . ~ I tp~~X u - - _ , . _ w. _ _ ~~.W,_ ' , , ~ _ ~_.s..~,~____ ~ ~ _ ` . _ _ , ~-.-,-~....~.c. _ _ ~ ~,=w ~r ~ ~ n _ . ~ ~ i ~ ><i ~ ~ s~ ~ ~ _ ' » ~ ° ~ ~A:~~....~,~ ~.w ,,A.--Ae-- ,w - _ Eg ~ ~ _ u~ . ~ ~ ~ , ~~e~ F Y = r , . ca ! ~ ~ ~C'i lf~ L _ . -'r , 1 , . . l~ , i . ~ ' ~l ~ . ~ C . , y ~l ~ ~ _ , ~ r' ~ ~ ~ ~ ~ ; ~ - ' ~ x~ , ' ~~1 ~ , ~ ~ ~ ' t ~ ~ ~ n n , ~ ~ ~ _ , , . , . ~ , ~ ~ ~ ~ ~ ~ ~ , _ , ~ ; _ ° , , ~ , ~ ~ ~ ~ ~ n , ; ` ~i 1 ~ ! ~ ~ , ~ ` i t ~ , , t _ _ ~ y p ~ ~ J ~ ' ~ 15 ~ y ~ ~ _ ~ A ~ ~ ~ b ~ ' C , a~~° _ _ ~ _ ~ ~ ~ ~,r ~ ~ ~ ro ~ ~ , ~~-0 ; , ~ ~n ~ ~ r , - ; ~ , ~5 • • ~ ` ~ ~ ~ ~ ~ ~ „ j , ` ~ ~ ~ - , = ~ ~ r ~ - ~ ~ , ~ ~ ti ~ , _ ~ . - - ~ ~ _ ~ ~ , a ~ , ~ ~ ~r r~ ~ z ° ~ - r'~ 'i~~ ~ ~ ~ ~ ~ ri r- ~ 1 ~ ~ til(~ 1 0 . - ~ ~ . ~ ~ : ~ ~ _ - ~ , ~ ~ ~ , ~,~I ; , ,,:.r a ~ ~ ~ _ ~ , ~ ~ ~ _ ~ , 1 ~ q,~ ii-~~. ; ~ ~ ~ ~ ~ ~ ~ ~ e~ (o o _ _ ~ ~ , _ ~ . iI ~ ~ ~ A ~ ~ z ~ , s, ~ ~ ` . _ ; : , ~ ( ~ l ~ . f, ~ ~ ~ ~ , ~ _,7 , _ , 1 , ~ y un , t~ ~ ~ r~ ~ ~ ~ _ - , ~ ' ti i ~ ` ~ , ~ ~ ~ ~ ~ , ~ ' ~ ~ _ , , ~ s ~ , , ~ , ~ , , ; _ , _ i ~ - ~ ~ ~ ~ ~ , ' ~ ~s ~ t ~ y - , ~ ~ ~ ~ „ a , . ~ _ ~ ~ . „ ~ ~ _ . - ~ , a, ~ , , _ ~ s , , _ ~ . ~ ~ ~ ~ ~ ~ ' ~ ~ - ~ ~ ~ ~ ~ , ~ , , ~ ~ ~ . „ , , , ~ ~ ~Q _ ~ ~ j! ~ ~ } ~ ~ ~ _ ! ~ ! t~. 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' : y ~ ~ _ _ ~ _ ~f~~ , _ ~tt+ ` ~ ~ ~ z z ' n,s : ~ _ _ _ _ D q ~i ~ ~ _ _ _ ~s ~ ~ _ _ _ _ _ ~ + ~ _ _ _ ~ ~ ~ . _ ~ _ ~ ~ < ~ _ ~ : _ - ; _ _ _ _ ~ 3"-0~ r ~ _ I ~ -0 1~1~1" W1 _ _ ~ ~ ' ~ ~ M:AI~~T1A2~~ : . _ _ - r~ Y . ~ ~ ~ ~ ' . ~ . ~ ~ r~ls ~ ~i , _ _ ~ n 0 tt _ _ _ _ , * r ~ ~51.f~E f)N _ _ ~ a _ _ _ . : ~ `o ~ ; _ _ _ ` o ~ _ _ _ . _ _ ; ~ ~ ~ ~ ~ ~ . . _ 0 ~ ~ ~ b~ : i ~ y ~ _ _ _ _ _ ~ ~ . . _ - - c: ~ ~ ~ ~ - _ _ , ~ ~n -o ~ ~ ~ ~ D os. ~ ~ ~ ~ ~n ~ ~ ~ ' m r~a ~ ~ ~ ~~a b- ^ ~ ~ ~ ~ _p~ ~ ~f ~ ~ r ~ c~ ~ - 3 ~ ~ ~ ~ ~ ~ ~ ~ " tt' ~ ~ ~ X 3Q r~- - `I3 ~ ' ~ ~ C) C3 ~ , b ~ ~ ~ ~ z z~ C7 ~ < ~r co ,z U) ~ ~ ~r , ~ = Uf r*'I ~"1 ~ " ~ ~ ~ ~ ~ ~ Q ~ ~ ~ £ Arch~teetu ~j ~ ~ P~1 ~3 ~ ~n ! p K, ; , <; ; ~ ~ ! C2J Z ~ I ~ ~ ~~w. ~ ~ ~ ~ ~ ~ I a , ~ ~ ~p ~^r~~T T~ ~^~c~ ito4~ w~~~ ~ ~ ~ ~0 ' '1,.,+t,,ii'M~~iJ~1..J~ 1,~r'V. iV~iPat Ridge. I i i ~ ~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at G^' . ~n be ka-~-2 vl, You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Buiiding Dept. DO NOT REMOdE THIS TAG FORM WR6-22 I have this day inspected this structure and these premises and have found the following violations of City and/or State Iaws gov- erning same: DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPL►CATION ( Property Owner: l wwL~ OdA~ Property Address : /3d~(,~ ~,v CoMractor License No. : Phone : 5Phone : ~j la ° ~J 6~ Construction Value : ~'0 Permit Fee : Use Tax : Total : Company : (p/Ii1~[,~ f'•~ ersr? OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this perm@ applieation are aecurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that afl measurements shown, and allegahons made are accurate; that I have read and agree to abide by all condkions printed on this application, and that I assume full.responsibilrty for compliancewith the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge oMinances, Ja(woyk under this pertnit. (OWNER)(CONTR4CTOR) Description : ~~Jyj ( ~ DATE / /'/(J f I / US8 : . BUILDING DEPARTMENT USE ONLY ~ ~ ?lr S'iGF S Approval : 7A'r'~ u -7 Mr'~£ `'(r- Zoning: 9e ApproVal: Dm h1j,411, tro.~ler- ~'o ~ rcmouCoQ a~er 6 v3c 10 dqys MED-om ?.tsv'dnu- o~-' Csr{ . o~ d Gc . Approval : Occupancy : Walls : Roof : Stories : ,~v , S ~z sJ`~`r ~4~L, Z2 Plumbing License No ~ p~~4/7 Mechanical License No : ,,,(Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (7) This pertnit was issuetl in axortlance with the provisions set kM in yopur application antl is subject to the taws of the State of Colo2tlo an0 W the Zoning RegWatlons and Builtling Cotleof Wfieat Ritlge, Coloredo or any other applinble ordinances of ine City. (2) This pertnB shall expire if (A) the work authonzetl is not eommenced within say (60) days from iuue tlate or (B) the builtling aufhorizetl is suspentletl or abandonetl for a perioO of 720 days. (3) If this pertnrt expires, a new petmR may be ecquvetl Por a fee of one-haN the amount noimally required, provitletl no changes have been or xnll be metle in me ~ I original plans antl specificafions anE airy suspension or abantlonment has not exceetletl one (7) year. If changes are made or if suspension or abantlonment . exeeetls one (1) year, full tees shall be paitl Mr a new pertnit (4) . No work of any manner shall be done Mat wili change Me natu2l flow of water pusing a d2inage pmblem.re . (5) Cantractor shallnotity the Building Inspaetor twenry-four (24) hours in advance for all inspections antl shall ceive written appmval on inspecfion caM before . _proceeEiing with successive phases ot the job. (8) The issuance of a permil or t~e approval oFtl2wings and spedfications shall nol be cons6ued lo be a permR for, nor an appmval of, any violaGOn of the pmvisions or any other oMinance, taw, 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80215 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 May 10, 1999 Mr. Ed Jennings, PE & PLS P.O. Box 200662 Denver, Colorado 80220 Re: Lot 7, 44 Industrial Park, Milander White Construction Company - Approval of Final Drainage Report, Grading/Erosion Control Plan Dear Mr. Jennings, This letter is to inform you that the final drainage report 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: l. 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, Mr. Ed Jennings, P.E. & P.L.S. 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 andapproval by the City prior to issuance of the Certificate of Occupancy. 2/99 CITY OF WHEAT RIDGE MATERIALS SAMPLING AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Deparhnent of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications forRoad and Bridge Construction. ~ ~ ~ ~ ' i , ~ i; April 16, 1998 Sprinkler4l a NIKING; MicrofastHP0 MODEL M ' 0' ' QUICK RESPONSE SPRINKLERS 1. PRODUCT NAME VIKING MicrofastHPO Model M Quick Response Sprinklers Styles available: Upright, Pendent, and Horizontal Sidewall 2. MANUFACTURER THE VIKING CORPOR.4TION 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A. Telephone: (616) 945-9501 (800) 968-9501 Fax Number: (616) 945-9599 From outside the U.S.A.: Telephone: +1 (616) 945-9501 Fax Number: +1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking MicrofastHPO Model M Quick Response Sprinkler is a small, thermo- sensitive glass-bulb spray sprinkler for use with water working pressures ranging from the minimum 7 PSI (48,3 kPa) up to 250 PSI (1 724 kPa) for high-pressure systems. The high pressure (HP) sprinkler can be iden- tified by locating the number "250" on the deflector. Viking MicrofastHPOModel M Quick Re- sponse Sprinklers are available in up- right, pendent, and horizontal sidewall styles wfth several finishes and tem- perature ratings to meet design require- ments. The special polyester and Tef- lons coatings can ba used in decorative applications where colors are desired. In adddion, these two finishes are corro- sion resistant and provide protection against many corrosive environments. The pip cap and sealing assembly ofthe sprinkler are held in place by a rugged 3mm glass bulb. During fire conditions, when the temperature around the sprin- kler reaches iYs operating temperature, the heat-sensitive liquid inthe glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or controf the fire. 4. TECHNICAL DATA See approval chart (page4l c)forlistof approvals. Glass-bulb fluid temperature rated to -65oF (-55oC). Minimum operating pressure: 7 PSI (48,3 kPa) Rated to 250 PSI (1 724 kPa) water working pressure. Form No.F 081296 v... ,~r F > z'~:~ ~ ;<?t a .;r_. : . . . . , ~i„ Sprlnkler Nominal5prinkler Cei' Temmr a u at 5 rl kle Temperature Temperature Ratlng Max. Amblent hiax. Recommentletl gulb Classiftcatlon Fusfn Polnt Tem .Allowetl' AmblentTem ? Color Ordina 135•F 57'C 115F 46•C 700•F 'C Oran e Ordina 155'F 68•C 135•F 57'C 100•F •C Red Intemadiale 175'F 9'C 155'F 68'C 150'F 65'C Yellow Inteimedate 200'F 93'C 180'F 82'C 150'F 65'C Grean Hi h 286•F 141•C 266•F 130•C 225•F 107•C Blue Sprlnkler Finlshes; Bress, Bright Brass, Chrome-Enloy° (patenis panding), Whfle Potyester", Navajo Polyester3, Black Polyester', and Bladc Teflon63 'Based on Natbnai Fire Pravention antl Control Adminislration Conlreq No. 7-34860. 2 8ased on NFPA•13. qher IimHs may appy depending on fire loading, sprinkler localion, end olher Aulhority-HavingJUrisdiclion requiremenls. Refer lo spac'RC inslallation slandards. 3 The Corrosion-Resiqant Coatings have passed slandard mrrosion tests required by particular approving agencies. Refer to ihe approval charl. Thesa tesis cannot and do not raprasenl all possihle corrosive environments. Prior m installing, veriry through Ihe end userihat the coatings are compalible or suitahla forihe pmposed environment. The coatings indicated are applied to the exposed mtenor suAaces only. Note: The spring is ezposed on the Tafbne-coated sprinWer and on iha polyester-coated sprinkler. Factorytested hydrostatically to 500 PSI (3 448 kPa). Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 Testing: USA Patent No. 4,831,870 Minimum operating pressure: 7 PSI (48,3 kPa) Materials: Frame - Bress Castings UNS-C84400 Deflector - Brass UNS-C26000 Bushing - Brass UNS-C36000 Bulb - Glass, nominal 3mm diameter Seal - TeflonO tape Spring - Nickel alloy Scraw - Brass UNS-C36000 Pip Cap - Copper UNS-C14500 Polyester-Coated Sprinklers: Spring - Nickel alloy, exposed Screw - Brass UNS-C36000 Painted for appearance only. Pip.Cap - Copper UNS-C14500 TeflonO-Coated Sprinklers: Spring - Nickel alloy, exposed Screw - Brass UNS-C36000 Painted black for appearance only. Pip Cap - Copper UNS-C14500 Teflont Coated Accessories: Sprinkler Wrenches: Standard Wrench: Part No. 05000CM Wrench for coated andrecessed Viking Microfasls and MicrofastHPO Sprinklers: Part No.07398W (1/7' ratchet required) Referto "Sprinkler Accessories" for approved escutcheons and other accessories. 5. AVAILABILITYAND SERVICE Viking sprinklers are available through a net- work of domestic, Canadian, and interna- tional di9ributors. See the Yellow Pages of the telephona diredory (listed under "Sprin- klers-Automatio-Pire") or wrRe to The Viking corporation. 6.GUARANTEES For details of warranty, refer to Viking's cur- rent list price schedule or contact Viking di- rectly. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from Replaces sprinkler page 41 a-d, dated March 17, 1997 (updated approved finish and escutcheon lists, and added 10mm sprinklers on page 41 c). Sprinkler 41 b April 16, 1998 ~ MicrofastHP~ MODEL M NJA 11 IKI ~ QUICK RESPONSE SPRINKLERS the standards ar any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inaperative and will auto- matically nullify the approval and any guarantee made byThe Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards ofthe National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped, damaged in any way, or exposed to temperatures in excess ofthe maximum ambient temperature allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. If a glass bulb lacks the appropriate amount of fluid, it should be set aside and returned to Viking (or an authorized Viking dis- tributor) for analysis as soon as pos- sible. If the sprinkler is not returned to Viking, it should be destroyed im- mediately. C. Corrosion-resistant sprinklers must be installed when subjectto corrosive atmospheres. When installing corro- sion-resistant sprinklers, take care not to damage the corrosion-resis- tant coating. Use only the special wrench designed forinstalling coated Viking sprinklers (any other wrench may damage the unit). D. Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they will be exposed to temperatures that exceed the maximum recommended ambient temperature for the tem- perature ra[ing used. E. The sprinklers must be installed after the piping is in place to prevent me- chanical damage. Before installation, be sure to have the appropriate sprin- kler model and style, with the proper orifice size, tempereture rating, and response characteristics. 1. Install escutcheon (if used), which is designed to thread onto the eMemal threads of the sprinkleL For pendent sprinklers listed tor recessed installa- tion, refer to approval chart (page 410). Viking pendent sprinklers, listed for reeessed installation, are for use with the Viking Model E-1 Recessed Escutcheon only. 2. Apply a small amount of pipe-joint compound or tape to the external lhreads o( the sprinkler only, taking care not lo allow a buildup of com- pound in the sprinkler inlet. 3. Install the sprinkler on the piping using the special sprinklerwrench only, tak- ing care not to over-tighten or damage the sprinkler operating parts. DO NOT use the de0ector to stad or thread the sprinkler into a fitting. F. After installation, the entire sprinkler system mustbetested in accordance with the recognized installation standards. Viking MicrofastHPO Model M Quick Response Sprinklers may be hydrostatically tested at a maximum of 300 PSI (2 069 kPa) for limited periods of time (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. The test is applied aHer the sprinkler in- stallation to ensure that no damage has occurred to the sprinkler during shipping and installation, and to make sure the sprinkler has been properly tightened. If a thread leak should occur, normally the sprinkler must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is duetothe factthat when the joint seal is damaged, the sealing compound ortape is washed out of the joint. Air testing (do not ex- ceed 40 PSI [276 kPa]) the sprinkler piping prior to testing with water may be considered in areas where leak- age during testing must be pre- vented. Refer to the Installation Standards and the Authoriry Having Jurisdiction. G. Sprinklers must be protected from mechanical damage. Wet pipe sys- tems must be provided with adequate heat. When installing quick re- sponse sprinklers on dry systems, refer to the Installation Standards and the Authority Having Jurisdiction. 8. MAINTENANCE NOTICE: The owner is responsihle for maintaining the fire-protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the Authority Having Jurisdiction may have additional maintenanca, testing, and inspection requirements which must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechani- cal damage, obstructions, paint, etc. The frequency of the inspections may vary due to corrosive atmospheres, water supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be re- placed immediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Quick response sprin- klers that are 20 years old shall be tested and/or replaced as required. Sprinklersthat have operated cannot be reassembled or re-used, but must be replaced. When replacing sprin- klers, use only new sprinklers. C. The sprinkler discharge pattern is critipl for proper fire protection. Nothing should be hung from, attached to, orotherwise obstruct the discharge pattern. All ob- structions must be immediately removed or, if necessary, additional sprinklers in- stalled. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system descrip- tion and/or valve instructions. Prior to re- moving the system Irom service, notify all Authorities Having Jurisdiction. Consid- eration should be given to employment of a fire patrol in the aRected area. t. Remove the system from service, drain all water, and relieve all pressure on the piping. 2. Using the special sprinklerwrench, re- move the old sprinkler and install the new unit. Care must be taken ta en- sure that the replacement sprinkler is the proper model and style, and has the appropriate orifice s¢e, tempera- ture rating, and response charao- teristics. A fully stocked spare sprinkler cabinet should be provided for this purpose. (continued on page 41 d) April 16, 1998 Sprinkler4l c . ~ " u MicrofastHPO MODEL M Nj m l ING QUICK RESPONSE SPRINKLERS MicrofastHPO MODEL M 3mm GLASS BULB QUICK RESPONSE SPRINKLERS Tempeature KEY ~ - + F nish Al X^ Escutcheon(Pdt.SprinklerOnly) STANDARD ORIFICE UPRIGHT AND PENDENT Thread Nominal Deflector Nominal Overall p lZ Size Orifce Style K Factor Length pprova NPT BSP nches mm Descri tion aseP/N' US Nletrica inches mm UL C-UL FM NYC3 VDS LPC 712" i5mm 112 15 U ri ht 066616 5.5 79 2.3 58 A2 A2 7/2" 15mm 1/2 15 Pendent3 066626 5.5 79 2.3 58 A2X 82Y A2X 82Y SMALL ORIFICE6 UPRIGHT AND PENDENT Thread Nominal Deflector Nominal Overall p roval2 Size Orifce St le K Factor Len th pp Descri tion ase P/Nl US Metrice Inches UL C-UL FM LPC PentlenN~S 067188 7 3'9 2.7 Fi9 A2X. B2Y A2X, 82Y I U ri ht° 06717B ,9 2.7 69 A2 A2 Upright 069318 T ,8 2.3 58 A2 - 70 Pendents 06932B ,8 ~ 2.3 58 A2X, B2Y - - _ STANDARD ORIFICE HORIZONTAL SIDEWALL FOR INSTALLATION 4" (102 mm) TO 12" (304 mm) BELOW CEILINGS Thread Nominal DeFlector Nominal Overall A roval2 Size Orifce St le K Factor Len th pp NPT BSP Inches Descri tion ase P/N1 US Metrice lnches mm UL C-UL FM NYC3 VUS LPC 1/2" 15mm 112 15 Horizontal 09533 5.5 79 2.5 64 A2X B2Y A2X 82Y SMALL ORIFICE6 HORIZONTAL SIDEWALL Thread i Nominal Deflector Nominal Overall qpproval2 S ze Orifice St le K Factor Len th NPT BSP Inches Descri tion ase P/N' US Metrice lnches mm UL C-UL FM NYC3 VDS LPC 1Y2" 15mm - 3/8 Horizontal4 70035 2.7 3,9 2.5 64 A2X, B2Y A2X, 82Y APPROVED TEMPERATURES APPi20VED FINISHES APpROVED ESCUTCHEONS A- 735°F (57°C), 155°F (68°C), ° 1- Brdss and Chrome-Enloyo X-;Standard surface or F-1 Adjustable - 175 F (79°C), 200°F (93°C), 286°F (141°C) Z_ Bryugri9ht Brass, Chrome-Enlo 0, White Y Escutcheon9 PolyeI Navajo PolI Black Y- Standard surface or F-1 Adjustable B-135°F (57°C), 155°f (68°C), Polyester1r, and Black TeFlon°i7 Escutcheon, or Recessed with the 175°F (79°C),200°f (93°C) E4 Recessed Escutcheon FOOTNOTES ~ Base part number shown. For complete part number, see price list. 2 This chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manuFacturer for any additional approvals. 3 Approval by the New York City Board of Standards antl Appeals is pending ° The sprinkler freme is identified with the nominal orifice size, and the deBector has a protruding pintle. The sprinkler orifice is 6ushed. 5 Refer to "Sprinkler Accessories" for approved escutcheons and other accessories. 6 Limited to light-hazard, hydraulically calculated wet systems. ~ Listed as corrosion-resistant sprinkler. 8 Metric K Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K Factor shown by 10.0. 9 The Model F•1 Adjustable Escutcheon is considered a surtace-mounted escutcheon because it does not allow the fusihle element of the sprinkler to be recessetl behind the face of the wall or ceiling. Sprinkier 41 d temperatures, but have not opereted, should be replaced. Referto the Authoriry Having Jurisdidion for minimum replace- ment requirements. ~ MicrofastHPO MODEL M ' • ff QUICK RESPONSE SPRINKLERS 3. Place the system back in service and . secure allvalves. Check and repair all leaks. E. Sprinkler systems that have been sub- jected to a fre must be returned to service as soon as possible. The entire system must be inspected for damage and re- paired or replaced as necessary. Sprin- klers that have been exposed to corrosive products of combustion or high ambient Ceiling Hole Size 2-5/16" (58,7 mm) minimurr 2-1/2" (63,5 mm) maximum 74%4" I~w 1-1/8"(28,Smm) m) (44,5mm) Minimum ~ Maximum mn's~Z,i~F~nm ~ I Microfast HPOModel M Pendent Sprinkler Installed with 1/8" (3,1mm) Escutcheon Microfast HeModel M Pendent Sprinkler Installed with Model E-1 Recessed Escutcheon Figure A 1/^ " ~ ~ JllllY (NPT) 1 _1/4., _ (31,+mm) 2-7/16" (61,9mm) I F ~ Ceiling Hole Size 2-5/16" (5817 mm) minimu 2-1/2" (63,5 mm) Viking Microfast HPO Model M Horizontal Sidew411 Sprinkler Base Part Number 09533 Viking Microfast HPO Model M Horizontal Sidewall Sprinkler Bose Part Number 09533 Installed with 1/8" (3,1mm) Escutcheon Figure B Aprii 16, 1998 Z_1/4~• m (57.2mm) maximum Maximum Viking Microfast HPO Model M Horizontal Sidewall Sprinkler Base Part Number 09533 Installed with Model E-1 Recessed Escutcheon Replaces sprinkler page 41 a-d, dated March 17, 1997 (updated approved finish and escutcheon lists, and added 1 0mm sprinklers on page 41 c). 7-5/8" 41,3 mm) Minimum 4 Fomi No. F_081296 ^ '7) ~ ~ BULL U10 OSE TUBE Schedule' 10 and Schedule 40 FM App~roved Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our S&dule 10(1`TS 3/4"-3") and Schedule 40(i~IPS 3141~-2") are FM Approved, even though these pro ucts do not require separate approvals. Bull se Tube made the decision to have them apprpved for your peace of mind. Our Sch. 10 and ISch. 40 have been through the same rigorous t4ting as our other fine pipe producu. Bull Moos~ Schedule 10 Pipe Tube's Sch. 10 and Sch. 40 pipzs are made to ASTM A135 and ASTb1 A795. These products are supplied wish our Dura Shield 30 UV lacquer coating but can be supplied without the coating so Jtey can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance, with the zinc coating specifications of ASTM A795 or ASTM A53. Ir'ominal O.D. ~ I.A Nom. Wail WeighdFt I Bundlc Sixc Pipe Siu 3!4" 050" 1 ` 0.884 0.083" 0.8571bs/it 61 1° . 315" 1 1.097" 0.109° 1.40 Ibs/ft 61 1-114" . 1.660" 1.492" 0.109" " 1.811bs/ft 08 Ibs/ft 2 37 37 1-1 /2" 1.900" " Z 1 0.109 109" 0 . 2.641bslft 37 2^ 2.375 875" 2 L 2 2 . 0.120 3.531bs/ft 37 2-1/2 3^ . 3.500" 3 0.120" 4.33lbstft 24 Schedule 40 Pipe Nominal I O.D. Pipe Sizc Nom. w'a1l I ~'~'cighllFt I Bundic Siu „ 3/4 1.050" U.a44 " 133" 0 1.681bs/ft 61 F ~ " 1.315" 660" 1 1.049 3 1 . 0.140" 2.27 Ibs/ft 37 L 1/4 " . 900" 1 . 1.6~0 0.145" 2.721bs/ft 37 37 -1/2 2 ^ . 2.375" 2.0 7" 0.154" 3.65Ibs/ft For additional information, cortact your salesperson today at (800) 325-4467 om Canada caU (800) 882-4666. t ~ or (374) 537-260U in the ~.S.A, or r e27'~++x Tt;a EDDYL The Superior Lightwall`Threadable! Corrosion Resistance Ratio (CRR) Bull Moose.Tu6e Eddylite is a Iightwall threadable pipe manufactured in TipS 1" through 2.". Eddylite is a truly unique product within the fire protection indusUy. This product has been engineered to provide lower cost fire protection systems without compromising service life, adequate wall thickness, or standard outside diameter. Eddylite is manufactured to meet the requirements of ASTM A135 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by _ Underwriters Laboratories and Canadian Underwriters Laboratories for use in fue protection systems with a working pressure of 300 psi or less. Nominal $tandard Inside UL, CUL UL CUL Bundie Pipe Size O.D. Diameter Threaded Unthreaded Unthreaded Size (in) (in) (in). 1 1.315 1.093 - 0.74 13.20 _ 0.72 . 61 1-1/4 1.660 1.438 ` 0.48 8,48 0.60 37. 1-1/2 1.900 1.672 . 0.47 7.36 : 0.60 . 37 2 2.375 2.147 0.38 5.96 0.56 37 . Advantages of Bull Moose Tube Eddylite - • Staudard outside diameter, unlike some other lightwall threadable pipe products, . Lighter in weight than schedute 40. , . Superior burst strength and corrosion resistance ratio compazed fo other lightwall threadable pipe products. •Excepponally strong meets or exceeds ASTM A135 minimum yield requiremenis. . Can be used with standard couplings, fittings, and valves. • Freight savings. . lower sprinkler system wsu without compromising service. life. . Better hydraulics than schedule 40. . • Wall thickness and weight close to schedule 30; compare to other lightwall threadable products with a wall thickness less than schedule :10! Al1 injormation contaned herein is accurate as known at trme ojpublication. Bn!! Moose Tube Company reserves the right Yo change product specification withoat notice and without incnrring obfigations. . L For additional information, contact your salesperson today at (800) 325-4467 ~ or (314) 537-2600 in the US/~ or from Canada call (800) 882-4666. IA 8197 _Zi ~Y ~ i STYLE 12 XTRA LJGH1' COUPd,ING Designed for sprinklers system, with prassures not exceeding 175 psi, utiliz,ng high strength & smali size bolts & nuts, Coupiing have been made I+ghter and economicai. , Defleation from C~ Dimensions ~Ilow ' Approx. Nominal i Pipe Max. Wk ~ Mox. ~nd ; i Wt. Ea. Size O.D. Pressure , Eaad I Pipe End p~ ; ! p~pe X ~ Y II ~ = Se !n' 1n:hes ~ Inches ; P51' t6s. P• Coupling I In./Faot Degrees i Inches i 1/2 ~ 1.900 i 115 I 500 I 0•1/8 ; 346I 0.19 3 1 41/4 ' 13/4 13 2 ~ 2.375 I 113 ~ ~ TIS 0-1%8 i 3-111 I 0.63 31/4 i 43/4 ; 13/4 1S ; ~ I 2 1/2 ~ 2.875 i 115 j 1,135 ; 0-1/8 2- 2~ I 052 3 3/4 i 3/8 13/4 1.1 - - i--- ----r- 3 I 3.500 ~ 175 , ~ 1,680 ! 0-118 2• 3I I 0.43 4 3/6 I 6 j 13/4 2.3 4 _ . I 4.500 I• 115 2,180 ; 0-1/4 3• l lC j 0.66 S S/8 i 1 2 3.2 6_ 6.675 175 6,030 0•1/4 i 2-1~' ~ 0.46 13/4 i 10 ~ 2 6.2 8 _ 8.623 ~ 175 j 9,206 I 0-1/4 1-401 ; 0.35 161/8 l2 3/4 2 3/8 9.9 ' Maximum working pressure, End load, Pipe end seperation and Qe1lecCion values are for Standard Steel pipe, cut 6rooved. For standard ftoli qrooved steet pipe, Dellection and pipe end seperaUon values wiil he 50% of the abave values. I Light , End F M Frirtional Resistance Exprassed as e4uiv21ent Slraighl Pipe-in FI. Nomina) Eibow Tae 5ize Inc6es 90° 1 450 Branch Run 1 1.7 0.8 4.2 1:7 2 3.5 1.8 8.5 ' 3.5 3 5.0 ' 2.6 13.0 ~ 5.0 4 6.8 3.4 1 b.0 6.8 5 8.5 ~ 4.2 21.0 8.5 10.0 5.0 25.0 10.0 8V 13.0 i 6.5 33.0 ; 13.0 NOiE: Where hranch of tee is reduced in size, use value corresponding to branch size shown in tabla. 'NPiE: 8' x 8' x 4" (B2nch 4' = 18/0 Por size not listed irtarpolate from s shown GROOV= XTR9IIGHT FT!'TINGS Fittings ated for 175 PSI are available from 11/2 thru' 8 inch in a varieiy of sryles and are designed ta provide minimum pressure drop and uniform strength. - Xtra Light Fittings hava increased bore for flow and . . i~ are compaVble with SCH 10 and lightar wall pipes. .CroE. caoe - i c~ro e~ ~ ~ i No.105 ~ No.106 Na N mi l No.105 90* ElbOW ~ No.106 ~ 45' Elbow No.107 Tee o na Si:e Inches G to E In. W t. Ea. . C toiE I Wgt~Ea. la.; CiM1 E I Wyt. Ea 1 1/2 2 3/4 ; 0.9 1 3l~1 0.7 2 3/4 1.5 2 - 3 1/4 ~ 1.5 21 1.0 3 1/4 2.2 - 2 1/2 3 3/4 2.4 21 /W ~ 1.6 3 3/4 ; 3.5 3 4 1/4 I 3.8 21/~ 2.6 41/4 ~ 5.1 4 5 6.1 3 4.5 5 9.5 5 51/2 lOJ 31/'p 7.0 • ~ • ..._6 61/2 15.0 31/12 i 10.0 61/2 21.0 7 3/4 I 29.0 4 1/(4 ~ 20.0 7 3/4 1 40.0 ST""' 14 F M Gruv-Flange ~ a.; z ~ ~ • , +O O ~ i (D ~ ! I X I A'B I ~ OO ~ STYLE 14 GRW-FI.ANGE Allows direct connection of flanged components to a grooved system. Housing are hinged for easy assembly. Single gasket, especially designed, seals the pipe and guilar 9 or iPnear d movem9entoint wih no an I Dimensions SeuGng 5urfata i ; Naminal , Pipe Muximum Ii Maximum i No. I! Ba$ X Y ~ Z A Max. ~ B Max. Weight Size 0. D. i Pres s u r e I E n d L o o d I Balts j $'ae ~ Reuired I!, Inches inches Inches Inches I~ Inches I PSIM Lbs.* ~ q 2 ; 2,315 I 250 1 1,105 I 4 i S/8 X 2 3/4 6 4 3/4 3/4 2,315 3, 4 0 6 4_ 3 . 21/2 2.875 250 5/8 X 3 7; 51/2 ~ 1/8 2,815 ' 3,906 5.5 q 1 I ! ,620 ~ It ' 6 ; 15/6 3,500 4,531 6.1 3 I 3.500 ~754 2,405 4 i 5/8 X 3 11/2 , 500 i 5,531~ ~N 9.1 4 i 4500 150 ~ 3,975 B ! 5/8 X 3 971/2 , l5/6 , 625 11781 11.8 8,615 8 ~/4 X 31/2 11 ~ 91/2 1 6~ 6 ~ 6.625 ~ 250 ~ ' g B625 250 ~ 141600 1 8 3/4X31/2 131/2 113/4 j 11/8 81625 9,938 1812 ~ Maximum working pressure, Enn and ~ iP~~end seperataon ~alues will 6e 50%~oi therabove valuesd Steel pipe, cut Grooved. For standard ~ Aoil grooved steel pipe, Detlectio P P~ ~ _ . _ . . ~ S E CT ION 6 ~ 3 T A N D A R D C A S T I R O N P I P E F I T T I V G S C L A S S 125 TEMPERATURE-PRE.°,SURE RATING TEMP F PSIG -20 TO 150 175 200 165 250 150 300 140 350 125 (see note 1) 400 NOTES: 1) Permissible for service temperature up to 353 F reflecting tempe( ature of saturat- ed steam at 125 psig. 2) Permissible for service :amperature up to 406 F reFler,ting lempc c,lurc ol sawrat- ed steam at 250 psig. O.D. of Band Thread Length Metal Thickness (min .970 .360 .110 1.160 .400 .120 1.380 .470 .130 1.670 .540 .150 - - 1.990 .620 .170. - 2.430 770 .180 ?s>~~: ' 7.120 4 - Modet #115 Heavy Duty Swivel Loop Hangec (NFPA Rod Sizes) RS ~ SIZE RANGE: 1/2" tlt[u 8" pipe sizes ~G1T'FRI?.L: ?m-galvanized carboa steel with a zinc alccunplatc inscrt nut. MRI APPRDVALS: Factory Mutual (FM) 4d A LISTI~VGS: UL listed to U.S. znd Canadian safcry standazds CL H CON1~ORMS WITH: F:dcral Specification WW-H-17I (Typc 10), Manu cMees S¢ndardiz:aon Society ANSI/MSS-SP-58 (fype IO); ~ I install in accordance wirh.4NSIMSSSPfi9. ~ pM M (ti ~ U( SERVICE: Pipe support manufactuesd to use minimum rod sizes pemutled by NFPA ior :i¢ sprinkler piping. ORDERL*iG: Specify pipe size, model number and namc. I Pipe i Mm rccom. H CL RS INUU A Iwd Ws size . 12' 3-1/8" 1 •5/6" 3/8' I" I-1/4" 300 1!4' 3-I/I6" 6IR" a 3B" V. i5l16° 300 I" 3-3116" I-tR" 318" I5116" 300 1-1/4` 3d/2" Id1/16' ' 3i8" i" 7/3" 300 t-IR" 1-I5/16" 1-15/16" 7B" 1" 1" 300 2" 4-1/2" 2•114• 3/8' I" !•Ulb" 700 2•12" 5•I5/16' 3-3iq^ 318" I-1/2` 525 6-1l2" 3•5/8' 3!8" I' 1-7/8" 525 3-12" 7.I:16" 3-15116' i/8" l" 1.718' 585 4" '-I!t' 3-I/8" 7:R" 650 5" 8-15/16" 4-I3/16" i!1' 1-1/1" :-3/16" 1000 4" lt•1/16" ti-9A6" t/1^ I-tia^ 3-3/16" 1000 8" 12-7i3" 7•3!8" I-1/4" 3-1/16" 1000 Nlodel #130 Service Weight Swivel Ring Hanger (NFPA Rod Sizes) SIZE {L1NGE: 12" tluu 3" pipe sius MA7'DRIAL: Pre-galvanizcd carbon s[cct with zinc electroplate irturc nu[. APPROVAL: Factory Mumal (FM) LISTPING: [:L lisced to U.S. and Canadian safery standards CONFURMS WCfH: Federal Spxification WW-H-191(fypc 14). ManAcnuers Standardizarion Society ANSI/M1tSS-SP-58 (I'ype 10); install in accotdance with A:YSLMSS-SP-69. ~ SERVICE: Pipc support ma¢unctured to use minimum rod sizes permrtFd by NFPA for Cve sprinkler piping. . ORDERIPIG: Specify pine size, model mmiber and name. P A Mac raom. H CL RS M1~ badl6f. 12" 3-1/8" 1-5/9" 3/8" L-l/a' 100 3/4" 3-1/16" 1dR' 7/8^ 13/16" 300 P 3-3/16' 1•12° 3B' I" I5116' 300 Ll/a° 3-12" I-111I6' J!8^ 13116" 300 I-I/2" 3-I5/I6" 1-I5116" 3/8" 61/I6' 100 2'• 412" 2-114' 3/8' I-IB" 300 2-Il2" 5-718" 3-3/8" 318" I-3B" 525 i" 6-9/16' 3J/4" 318' I" 1-i2" 125 3-1l2" 7" 445/16' 3/8" 1-3/4• 585 d" 7d I116" 4-3/16" 3/8" t' 1-13116" 650 5° ss/a^ 4-1rz° in• i-ua• 1-7:6' tOW o" 9-3/a^ 5-11,16" 1R' I-114" 2-3116' 1000 8" 12-114" 6-5/8" IR" 1-1/3" 2-7/I6" lOW n ` e q_ ; MICHIGAN HANGER CO., INC. Niles, OH 5- SIZE RANGE: 3/8" and 1/2" rod sizes MATERIAL: Carbon steel wi[h hardened steel cup point set screw and lock nut ALTERNATE MATERIAL OR FINISH: EG, SS, HDG APPROVALS: Factory Mutual (FM) LISTINGS: UL listed to U.S. and Canadian safety standards (3/8" only) CONFORMS WITH: Federal Specification W W-H-171(Type 23), Marmfacturers Standardization Society ANSI/MSS-SP-58 (Type 23); install in acwrdance with ANSLMSS-SP-69. SERVICE: Structural attachment m metal beams, purlins, channel or angle iron to support hanger rods. Provides no veftical adjushnent. ORDERING: Specify rod size, model number and name. NOTE: 1. A hole is available at additional cost. 2. Se[ screw mus[ be [igh[ened onto sloped side of I-beam, channel or angle iron flange and [orqued to 60 inch pounds for 3/8" rod size and 125 inch pounds for 1/2" rod size. 3. Locknut required to resist vibra[ion. Model #200 Steel C-Clamp W- zo i CL°I 3/4' N l` MRI RS HOLE AVAILABLE a UL c UL Max. pipe Max. recom. RS CL MRI I Vy size I load Ibs. 3/8" 13/16 13/16" 2-1/4" 4" 600 1/2° 11/16" 13/16" 8" 1000 Model #300 Domestic Beam Clamp Universal/Reversible (Double Rod Hole) SIZE I2ANGE: 3/8" thru 9/8" rod sizes (dimensions shown thru 1/2" only). MATERIAL: Malleable iron casting with a hardened cup point set screw and locknut. ALTERNATE MATERIAL OR FINISH: EG, HDG APPROVAL: Factory Mutual (FM) . LISTING: UL listed [o U.S. and Canadian safery standards CONFORMS WITH: Federal Specification W W-H-171 (Type 19 & 23), Manufacturers Standazdization Sociery ANSI/MSS-SP-58 (Type 19 & 23); install in accordance with ANSI/MSS-SP-69. SERVICE: ShucNral attachment (with infrnite adjustment) to top or bottnm of metal beams, pudins, channel or angle iron. ORDERING: Specify rod size, model number and name. NOTE: Set screw must be tightened onto the sloped side of the I-Beam, channel or angle iron flange and torqued to 60 inch pounds. --ICI D ~`I 47 ~ ' 'i I ~ a MRI i' RS 7pp BOTTOM May be mountetl in either position F~ R C R Max. recom. RS Maz. pipe CL D MRI F T load Ibs. size To Bottom 3/8" 4" 7/16" 1-1/8" 1/2" 3/8" 3/8" 500 250 1/2" 8" 9/16 1" 11/16 17/32" ]/2" 950 760 MICHIGAN HANGER CO., INC. Niles, OH -5- 1l1lM1i1i1 , - . AMEco-S FLUID CONTROL SYSTEMS ~ 9 Application The Ames 2000ss provides positive drip-tight closure aqainst the reverse flow of non potable liquids caused by a cross connection. The 2000ss can be used in fire protec- tionsystems, irrigationsystemsand other systems requiring low and intermediate hazard protection. im Operativn !n normal flowconditions, the inde- pendently operating check valves remain closed until there is a de- mand for water. Each o/ the check valves in series is designed to open at approximately (1) PSl pressure differential in the direction of flow. At cessation of /low orundera back pressure condition, both check valves will close until the resump- .ion of normal /low. m Installation The 2000ss should be installed with adequate clearance and easy ac- cessibility for maintenance and testing. The 2000ss may be in- stalled vertically or horizontally. Refer to local codes for specific installation requirements. n Features • Lowest documented head loss. • Non-corrosive 300series stain- less steel construction. • 50% lighterin weight, reduces installation and handling costs. • OnlyassemblyASSEl0i5verti- caflyapproved. • 40% shorterend to end dimen- sionsforcompact, inexpensive in- stallation. • Excellentforretrofitapplications. • Single two-bolt grooved style co ver for quick and easy a ccess. ~w • Simple service procedures, re- quires no special tools. • Patented'cam-checkassembly /orlong termreliability, lowhead loss, ease ofserviceability. 'Patent 15, 046, 525 m NationalApprovals** Approved by national approval agencies. B C D OSY E 0 en F NetWl.pbJ w Gates NetWLllb.) w o Gates 3a• io° at~2' 161 rz' r iaor sar 38' 70" 33/4' 22' 71/2' 215/' SSi W 10" 41 2' 231/2' 9' 225i 58► 12' 15" 512' 3012' 11' 375Y 105i 1/2' 15" fi3/4' 373/4' 131/2' 561i 169Y 1/2' 15" 8' 48' 76' 7631 179C I/2' /2' 15' 91/2' 54' 19' 1033Y 2096 1 ~ tt' ~ fbrflale(GPM) Y I'DocumBnt6dflowChanClnlslkt(Iwlutlinpsnutrolln/res) aao m.nIIelurm/ r 6'DOEUmBlllBdfbwChYBClwklks(lxlualnpsnufrollnlves) tt O C ~ ~ ~ C n u PhysicalCharacteristics Sizes-21/2', 3', 4', 6`, 8, 10', 12' Rated working pressure -175 psi hydrostatic Pressure • 350 psi Temperafure range • 32°F-110°F Flange dimension inaccordance withAWWA C/ass D A/l internal metal parts 300 series stainless steel Construction 300 series stainless steel Assemblyshall be ASSE 1015approved for vertical installa fions, AWWq C510-89 Y 8"OOCUmPAI(¢Cf7pWChYdClGlkGtlCi(tricluEinps~uLOflnlros) " 10 0 6 4 ' _.......:._..........t.....~~ p li 10"DaCUmenfadAawChaiaC(aBflCSpmmGinpshuwHnlnsl" fbWflala(GFMJ Y 12"OacumentedFlawCharx(er6fks(mn~oinasnur-onvai~es)" u B .............:.............:.............:.............i........... ..i ~ /2" Q 6 . 1........._..1 ..............1 _ ....:............L..... J ~N 4 C 2 L 0 0 600 1]QO teoo zann ~n~n emnr.oi fbrAafe(GPM) br Specifications 'e double check shall consist of two independently operated ing loaded cam-check valves, required test cocks, and optional ialet and outlet resilient wedge shut ofl valves. Each cam-check shall be internally loaded and provide a positive drip tight closure against the reverse ilow of liquid caused by back siphonage or back pressure. The modular cam-check includes a stainless steel Forinformation on the 314"-2", see /orm M82-61. spring and cam-arm, rubber iaced disc and a replaceable seat. The body shall be manulactured Irom 300 series sta/nless steel, 100% lead iree through the waterway, with a single two-bolt access cover. No special tools shall be required !or servicing. Double check shall be Ames 2000ss. "Contact the lactory lor specilic approvals ~ J 916.6662493 1485 Tanforan Avenue P.O. Box 1387 Woodland, CA 95776 FAX 816.566.3914 M82-53 12/94 N Ames 2000ss - Weinhis & Dimensinns /inchesl , ''~BC 1 175 Ib. wm - Rre Protectlon Valve • S Renewable Oisc • UL/UI 175 PSI Non-Shock bronze angle iw-in Bonnet • Integral Seat Listed' old Water Confortns to MSS SP-80 ; MATERIAL LIST jPAAT sKcIFiunor 1. HanQMiael k:rt BmnSt ASTM &16 2 IEdimficetlon PWh AWminum 9. HaiCxned aumNum Cor.merwl aiicy JBO L Stim Sikon &onm ASTN 8-371 Nloy C69CW S. P*tlnp GiaM i Btcnu ASTM &82 a ASTM &584 AkY CHQ0 5. PicWp Nut i &oiue ASTM 8-62 or ASTM &SBJ Alby C84400 a ASTM 8•76 7. Pic'.in0 tMn A50euos 8 BAMC[ BNnie ASiIA 862 9. O6 Nulder NN &anm ASTM &fi? 10. Oiac HolCer Bronu ASTM &62 i t Sht Oisc Hun6er (TFE Th' 6 3) 12 5!u Oist 4ut &aKe ASTM11 &62 19. BpCy 6ronn ASTM 862 DIMENSIONS - WEIOHTS - QUANTITIES I raqr Wmloiil Ulmmdom ~PFb+~ 6oi Grlus . A 6 x xa1 WL WatlN Gmrh f1i 2%, 3.7 1 10 Z% 5.5 1 10 2 2% TA ZY. 8.7 1 IO , 2'k ~ 3% 10/N 71A. 15.4 1 1 7 , P/a if% Yh 21.2 I 2 (ul NIBCO ItVC., ELKHART, INDIANA 'U WLC Liatad sizas for Mm and Crain use - /W'=1 Vi'-2'. Sizes i' and 9' wpplied u T-311-Y wtth TfE ual dlse. 21 r401.w NFT to NPT T-301-W threadeC ~8~ I i 175 Ibe wmvp' bronze globe Fire Protection Valve Thre ' ded Ends • Rubber Disc Screw Over Bonnet • UL Lis ed' 175 PSI Non-Shock Co d Water MA PABT ~ e oaer ~ ~ 18 LIST srEINFIcAnoH 1. Nandwheel AWjiwlum ASTM 885-60 NIaY 512A i NanOwtieel Scmv Caipon Steel rh• 3 34') Sulnleys Slael Type 490 S: (1 7. Stem Brenze n57M 8,84 Nroy 845 4. PaClanp Nul &Qnie ASTM &524 Alloy 845 or (STM 8•i6 5. PacWnp Gr'qPN:a Impttqnated lNan Asbestos) S. BqinM &onze ASTM 8SB1 AIioY "5 7. Boq' Brqnze ASTM &584 AIWY 845 8. Seu Oisc PubDer 9. Seri :craw Stai~less sun Type 430 SS _ 10: Gaskel Ar}m10 Fher 11, petk Wzsher Sheet 8rass ASTM &79 1CDA 2M I DIMENSIONS - WEIGHTS - QUANTITIES i Aiat.r 11111111116111 Olmonflo~u AOMeL iwt Cutus 91a IM Yn. OMtlN UwiNd +p 2 2.751 .5 50 100 +h 2.28 3.72I .7 10 too 14 228 112i . .7 1U 100 1 3.12 4.S ! 7.7 5 so_ K 0 ~F F' KT-65UL threaded • UL Watl for TAm and Onln iw - st" 'h' • ~1' • t'. I NIBCO INC.,iELKHAAT, INDIANA I UL ~ r KT-SSUL NPT io NPT ~i CheckValvew90 Horizontal or Vertical Grooved End Swing Check Valves (250 psi) Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical EAJ Description Data The Model 90 Check Valves are attractive, compact, lightweight, swing-type units that allow water flow in one direction and prevent flow in the opposite direction. They are manufactured with a cast iron body and stainless steel clapper assembly. A resilient elastomer seai facing on the spring-loaded clapper ensures a leak-tight seai and non-sticking operation. The units are designed to minimize water hammer caused by flow reversaL The Valves are manufactured with grooved ends and are easily installed using Listed mechanical grooved coupiings. They may be installed in either a horizontal flow or upward vertical flow position. Applications: Model 90 Check Valves are general purpose valves intended for use in private fire protec- tion systems as follows: Model: 90 Style: Swing Check (groove x groove) Size: 2'/z", 3", 4" and 6" Approvals: U.L., U.L.C., F.M., M.E.A. (Cal. No. 284-75-SA) Max. Working Pressure: 250 psi Factory Hydro Test: 7 00% at 500 psi Standard Finish: Blue Enamel Groove Specifications: Standard cut grooves perAWWA C-606 Take-out Dimension: 2Yz" - 8" t.o. 3" - 8" t.o. 4" - 9" t.0. 6" - 10Yz" t.o. Shipping Weight: 2Yz" - 8 Ibs. 3" - 91bs 4" - 16 Ibs. 6" - 34 Ibs. 1. In connections from public water supplies to automatic sprinkler or standpipe systems. 2. In connections from fire depart- ment pumper connections to automatic sprinkler or standpipe systems. 3. in fire pump discharge or bypass PiPin9• 4. In connections from gravity, suction, or pressure tanks to automatic sprinkier systems. .i0 No. 1420 Pressure Loss Curves 1/4' Mex Bott wi11M Boss 8 Retein'ug BoIl\ Outlet - --r r ~ - - - Seel Ring dnes c a+ I/ I 1 / I I I I 100 zoo aoo soo ioao zooo aooo Flow Rate (g.p.m.) / HinBe Pin wiN Reiaining Ring ~ . ia -Bo%A Inlet Boss D Plu8 \ P1pe n~u~ Aing J ' ~ z May be utilized forgauge or meter 6ypass connection . ' May be utilized for main drain connection for nser checM applications. ~ Note: The friction loss, expressed as equivalent length of schedule 40 pipe with C=120, is as foilows: 2'/z" = 9 ft. 3" = 14 ft. 4" = 21 ft. 6" = 19 ft. Dimensional Data - Model 90 Check Valves (groove x groove) Valva Valve Dimensions Boss Locations Max. Tap Size (optional) Size X(t.o.) Y 2 A B C Boss A' Boss B' Boss C' Boss D 21h2 8- 2~6" 3~8" 1B~B" 231" 456' 1 '4' 2U 64mm 203mm 62mm 79mm 40mm 70mm 1f0mm 16mm 16mm 32mm 13mm 3. SN . Z34" 3~6 1SB" . Z3IB" 438 SBa 5~8. 1~<" ~p. 76mm 203mm 70mm 87mm 41mm 60mm 106mm 16mm 16mm 32mm 13mm 4- 9° 33/ 3t3/ta" l3/a - 25e° 5~/ia°. a/a' 3/s° 2° ~/z' 102 mm 229 mm 86 mm 97 mm 44 mm 67mm 129 mm 19 mm 19 mm 57 mm 13 mm 6 ~ ~ 0~2~ 45 5- ~a~w GSB~ ~JS~B ~4 - 3 ° ~ 152mm 267mm 710mm 127mm 44mm 67mm 135mm 19 i 2 ~ mm 19mm 51mm 13mm i May be utiGz d J b e or all dnp or meter bypass connection. Inlet II ~ Parts List - Model 90 Check Valve No. Part Num bers Description Materiai Req'd. 21/2" 3" 4" 6" Valve Body Cast Iron 1 8025-16-00 803-07-000 80428-000 806-21-000 Clapper Stainless Steei 7 8025-18-00 80309-000 80429-000 806-16-000 Seal Facing Buna N 1 8025-03-00 803-03-000 80418-000 806-77-000 Seai Ring Stainless Steel 1 8025-08-00 803-05-000 804-21-000 806-18-000 HingePin StainlessSteel 1 804-32-000 80432-000 804-32-000 806031-00 Bracket Stainless Steel 1 804-33-000 804-33-000 804-33-000 80E25-000 Plug (1/2* NPT) Cast Iron 1 8010-12-00 8010-12-00 8010-12-00 8010-12-00 Spring Stainless Steel 1 8025-021-0 804-23-000 804-23-000 806-032-00 Retaining Ring Stainless Steel 1 806-26-000 806-26-000 806-26-000 300-22-000 1/4" Hex Bolt Steel 2 600.80-000 600-80-000 600-80-000 600-80-000 Fastener Seal Nitrile & Steel 2 198-016-02 798-016-02 798-076-02 198-016-02 Retaining Ring Stainless Steel 1 8025-04-00 803-04000 804-04000 816-06-000 Retention Bolt Stainless Steel 1 8025-05-00 8025-05-00 804-20-000 806-05-000 Seal Ring Neoprene 1 8025-06-00 8025-06-00 804-24000 804-06-000 Flexloc Nut Stainless Steel 1 8025-07-00 8025-07-00 804-07-000 804-07-000 Design Data Modei 90 Check Valves must be installed in a horizontal or vertical position in accordance with the Listing. Check Valves are required in automatic sprinkier systems in accordance with NFPA 13 Standards as follows 1. In each fire department connection as near as practicable to the point where the FDC joins the sprinkler system. 2. When a sprinkler system has more than one water supply, a Check Vaive must be installed in each supply connection to prevent flow to one connection from exiting via the other connection. A Check Valve must be installed in each water supply connection, if there is a FDC on the system. An Alarm Check Valve is considered to be a Check Valve. 3. In the "antifreeze loop" of an antifreeze system, if the sprinklers in the antifreeze portion of the system are at a higher elevation than the water-antifreeze solution interface. The Check Valve must have a 3/~z" hole drilled through the ciapper to allow for thermal expansion of the antifreeze solution. Check Valves are required in centrifugal fire pump systems in accordance with NFPA 20 Standards as foilows 1. in the fire pump bypass piping. 2. in the pressure maintenance (jockey or make-up) pump discharge piping. 3. In the fire pump discharge piping. Check Valves are required in private water tank supply systems in accordance with NFPA 22 Standards as follows: 1. In the discharge pipe from a gravity, suction or pressure tank. 2. In the fill line to a gravity, suction or pressure tank, if the discharge pipe is utilized for filling the tank. Check Valves are required in private fire service mains in accordance with NFPA 24 Standards as follows: 1. In each fire department connection. 2. In each water supply source connection, when there is more than one source. Check Valves are required in standpipe and hose systems in accordance with NFPA 14 Standards as follows: 1. In each fire department connection. 2. In each water suppiy connection. Installation The Model 90 Check Valve is Listed for instailation in either the horizontal or vertical position. When installed in a horizontal position, the two'/a° hex bolts must be on the top side of the vaive. For verticai installation, the valve must be installed so that its outiet is above its inlet (i.e., flow direction upward). The arrow, cast onto the body of the valve, must point in the direction of the flow. The Check Valve is designed to be installed using approved mechanical grooved couplings. Care & Maintenance The Check Valve requires no regular maintenance, however, it should periodicaliy be removed and inspected by a qualified inspection service. The owner is responsible for the proper operating condition of all fire protection devices and acces- sories. The NFPA Standard 25 entitled, "Inspection, TesUng.and Maintenance of Wafer-Based Fire Protection Systems"contains guidelines and minimum mainte- nance requirements. Further- more, the Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing and inspec- tion that must be obeyed. Warning: Any system maintenance or inspection that involves placing a control valve "out-of-service" will eliminate the fire protection normally provided by the fire protection system. Prior to proceeding, be certain to secure permission from all Authorities Having Jurisdiction and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is ^ recommended precaution. Disassembly: 1. Close the main water supply control valve and drain the system, relieving ail pressure from the check valve. 2. Remove the mechanical grooved couplings from each end of the check valve and remove it from the piping system. 3. Remove the two V4" hex bolts from the body of the check valve, thereby releasing the clapper assembly bracket. Remove the clapper assembly through the "outleY' end of the valve. Cau- tion; Be carefui not to nick the seat ring's sealing surtace. 4. To replace the clapper seal facing, remove the retention,bolt in the center of the clapper assembly, Ihereby releasing the retaining ring. The seal facing may now be removed. Qeassembly: To reassembie the clapper assembly, wipe off the face of the clapper, place the new seal facing on the retaining ring, place the seal facing and ring against the clapper, aligning the center holes. Insert the retention bolt through the clapper, seal facing and retaining ring and secure in place with the flexloc lock nut. 2. Inspect and clean the check valve seat ring. 3. Insert the clapper assembly into the check valve through the "outlet" end of the valve. 4. Align the two holes in the clapper assembly bracket with the two holes in the body of the check vaive. Insert the two 1/4° hex bolts with fastener seals through the body, engage the bracket and tighten. 5. Insert the check valve back into the piping system. Verify that the flow arrow is pointing in the proper direction to assure proper opera- tion of the valve. Reinstall the mechanical grooved couplings. 6. Place the system back in service and secure ail water supply control valves in their open position. When the system is back in service, notify all Authorities Having Jurisdiction and the personnel who were affected during system shut- down. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. 0 7994 Cenual Sprinkler Company Printed in U.S.A. ~~NT Central Sprinkler Company 457 North Cannon Avenue, Lansdale, PA 79446 - Phone: 275362-0700 FAX: 215-362-5385 Ordering Information Ordering Information: When piacing an order, indicate the full product name. Please specify the quantity, model, style, and size, if gauge, bypass or drain connections are desired. Swing Check Valves do not include mechanical groove couplings. They must be ordered separately. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationaily, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm= = 3.785 liters Conversions are approximate. 902 ~;5 The System Sensor OSY2 is used to monitor Ihe open position of an OS&Y (ou[side screw and yoke) type gate vatve. Featuring a new mounting bracket, the OSY2 is designed to moun[ easi(y to most OS&Y valves ranging in size hom 1" [0 12". The OSY2 contains two sets of SPDT (Foan C) wntatts. New Mounting Bracket Design Fi[s all newer configuradon valve yokes. Utilizes right angle design to provide mauimum clearance for valve components and mounting bolts. [ncreased height and bracket span allows fi«ing of troublesome valves. Preassembled bolts and clips save installacion time. Open-ended bottom bracket eliminates J bolcs and reduces installation time. Single Side Entrance For Conduit Straight conduit entry above the OSY2 mounting bracket requires less expensive fittings and provides a direct conduit pachway ro the electrical source. Durable metal endosure a ves the switch protection [rom adverse environmencal conditions. Synchronized Durable Switch Assembly Two 10 Amp 125/250 VAC, 2.5 Amp 24 VDC switches provided as standard are locked in a synchronized posidon and enclosed in a rugged terminal block for added strength and'durabiliry. Accommodates up co 12 AWG wire. Additionai Applications The OSY2 supervisory switch, withouc its gate valve bracket, can be used to monitor side-bracket style pressure reducing valves. [ts three-position switch gives vandal and valve close signats. The adjustable shaft makes installation easier. Optional Tamper Switch Kit Mechanically activated by cover removal. SEMS Clamping Plate Terminal Screw Enables widng to conform wi[h UL 753 Paragraph 17A2. Specifications Contact Ratings: Two sets oF SPDT (Form C) Overall Swi[ch 10 A@ 125/250 VAC Dimensions: S'/a"I-I x 3'/2'W x 3y4`D 2.5 A@ 24 VDC (14.6cm H x 8.9cm W x 8.2cm D) Enclosure: UL [ndoor/Outdoor Rated Shipping Weigh[: 2.8 Ibs. Cover Tamper Switch: Service Use: UL Models: Optional P/N 546-7000 Au[omatic SprinMer: NFPA 13 ULC bfodels: Factory [nstalled One or Two Family Dwelling: NFPA I3D Bracket Span/ Residential Occupancies up to 4 Stories: NFPA LiR Height/Width: 6'/4' / 2t/4" / 1" National Fire Alarm Code: NFPA 72 (171cm / iJcm / 2Scm) Warranry: 3 years Operatino "Cemperature Ranges: 320 F - 1200 F (00 C -49°C) r~.,, u0 11 ~C :O: F ~ MEa a,,, approved iPPqOVEO ° System Senuor 3/96 This document is nol in[ended [o be used for mstallatiun purposzs. AOi-196-04 wrercn ~a ~ tarnper-rasitfant (PM WFDW) Sprcq- Mauntiq mena ~Temdnal blotlk 51/a N (A4561110I2d) Clamqng Bar N Hex wrexh (p,rvHE%Y/) woEC~ ei.n ro ~ on wsr~ ' FBIainUq Waslie! NuI OSY2 Parts ase nous:g Mountig Bradkat Stem THE FOLIOWING ARE IXAMPLES OF TXE FOLLOYANG MOUNi7NG ACCEPTABIE MOUPRING POSITIONS: POSITION IS NOi Ac_ C_EpipsLE~ i ♦ ~ i ` 2F F ACNATOR ACNATOfl ACTUATOR VERT7CAL VERTICAL(DOWN) HORIZONTAL (PpINnNGUP) OSY2 Maurtting TO>~^" wrem~.~~.~asmm.cmuw bRW O~~I~Wla CttII.~Cf P~TVIGS 12VMY.~C OY~PS ~ 5~1k~3 NYOL 23WV5 sn+a Gw su s.ncn s.n~n bmn~IMrc~~OYNWHq NoNIM~~4m tom al W bE fKP - - - - - - - - - - - - @g~ TypkV FKP CauMC1M b ~,~oWC~ ~IN WO W &MLLVY~ p YA~n iv auV~alp~ w wm.nwn oo wr we..mcc.a .a. ~...w w.n.m wva~a mrn ~Mooxorbon.r.. TYOIU~ lx+~ ON ConMlbn Electrical Connections for OSY2 Engineer/Architect Specifications - OSY2 Supervisory Switch Model shall be an OSY2 supervisory switch as ~ manufactured by System Sensor. OSY2 shall be installed on each valve as designated on the drawings and/or as specified herein. Switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within two revoludons of the valve control or when the stem has moved no more than one- fifth of the distance from its normal position. The mechanism shall be contained in a weatherproof die cast metal housing, which shall provide a side enuance for `/z° Ordering Information conduit and incorporate the necessary facilides for attachment to the valve. A grounding provision is provided. The switch assembly shall include two switches each with a rated capacity of 10 Amp @ 125/250 VAC and 2.5 Amp @ 24 VDC. The cover shall contain tamper- resistant screws for which a security wrench will be provided with each switch. OSY2 shall be Underwriters Laborntories listed for indoor or outdoor use. The OSY2 shall be Fac[ory Mutual approved. OSY2 Outside Screw and Yoke Valve Supervisory Switch - 507-66-02 Replacement Tamper Saews for Cover of OSY2 Two SPDT Switches; New Moundng Bracket WFDW Replacement Tampet Proof Wren[h for Cover of OSYRK Replacement Assembty Kit for OSY2 (Wrenches, OSY2 Screw Pack, J hooks) HEXW Replacement Hex Wrench for OSYZ 546-7000 Cover'Camper Switch Kit for OSY2 •ULC version designated with A" (oLlowing the model number and (actary instal(ed with rnver tamper switch System Sensor Worldwide Distribution In Canada: Sys[em Sensor Canada 6561 Kitimat Road, Urti[ =7 Mississauga, On[ario Canada LSN 3T5 Celephone:905-812-0767 Faz: 905-812-0771 In the United Kingdom: System Sensor Eumpe. L[d. Horsham Caces II[, North ic. Horsham, wesc Susseu RH13 SPJ, United Kingdom Telephone: 44-I403-276500 - Fax: 44-1403-276501 In [ndia: Sysrem Sensor lndia A-204 Maheshwari Nagaz Orkay Mills Izne Andheri Fast, Mumbai 400093 Telefax: 91-022-8202564 In [he Far EasC Sys[em Sensor Pi[[way Far Fas[, Ltd. Suite 706, World Shipping Cen¢e 7 Cancon Road Tsimshatsui. Kowloon. Hong Kong Tetepho ne: 852-2730A090 Fax:352-L736-6i80 Page 2 A05-196-04 The System Sensor WFp Series vane-type waterflow detector, with a computer designed paddle, fits Schedule 10 through Schedule 40 s[eel pipe sizes 2' (hmugh 8", The design of this unit makes i[ easy ro ins[all and simple to maintain. [t can be mounted in a vertical or honzon[al posibon and is suitable (or indoor and UL-listed outdoor wet-pipe sprinkler installauons. Switch assembly and delay mechanism assembly are field replaceable. Advanced features include: Sealed Retard Assures that the adjustable retard is not contaminated by dust and ditt when the cover is removed. Visuai Switch Activation Permits installer to atcurately set the retard even under extremely noisy condidans. Mechanical Detay Adjustment /,Ta61e of Cial seNng; The pneumatic delay is prese[ at dial settlng 2 in the factory. To adjust the delay, move the adjustment dial to the desired number. Rugged Switch Assemhly Switches aze enclosed in a o'a e. a i z a < s durable terminal block for 0B1a~~~~i e~s ~o .s ss ~o added strength. Accommodates up ro 12 AWG wire. 100%< Synchronization Acuvates both alarm panel and focal bell at the same time. Durable Tamper Reslstant Enclosure Red epoxy painted metal cover completely encloses the electrical components to keep out dust and din. Improved self-guiding security screws and removal tool make detector resistant to tampering; wiring diagram inside cover simplifies field maintenancr.- Specifications Static pressure Rating: 250 PSI (Max.) Triggenng'Chteshold Cover'Camper Switch: Optional model 546-7000 Baadwidth (Flow Rate): 4- 10 GPM Shipping Weigh[: Varies, 3- 7 Ibs., according [o size Service Use: Maximum Surge: 18 FPS Compaable Pipe: Steel water pipe, schedule Automa¢c Sprinkler: NFPA l3 One or Two Family Dwelling: NFPA I3D 10 through 40 Residentiaf Occupancies up ro 4 Stories: NFPA I3R Con[act Ratlngs: Two sets of S.P.D.T. (Forat C) National Fire Alarm Code: 10.0 A@ 125/250 VAC NFPA 72 Warranry: 3 years 2.S A @ 24 VDC Overall Dimensions: See figure on back Conduit En[rances: 1'w0 openings for'/s" conduit Operating "Cemperature Ran°e: 320 F [0 1200 F (0°C to 49°C) U ' f nnC~ Sizes Available: For schedules LO through 40, :S V LC ' F M IYIG~ sizes 2" through 8" n,. approved ° Sys1em Sensur 3/96 APPAQVEO This documen[ is not in[ended co be useA for installation purposes. AOi-I30-Ui . m72W) ' L ~ ~ -00) (dlSEltF WFD pw• Dimensions ~-u eon i.a MW ~aEON ~ PluUerux ~ . TW MOIE Cwmm~ N B mm~cMSKI fla0 PdC4WP~N cb...un..'wYaMYCU4t, allbwveo~ ~ alwnw~vblb~FiGW~w1¢M~ MIIWIM1fM1110 f• T~RVm~^^~bWamNW „ WqYMMS. $WObVab~ - ~ S~IILMS Cdrt~elMtv~GS ' S \yI]$OY1C IOA~P$ yyyf,p~' uwC ssums x~o wFn . . - t__-_e___ ~ WFD Siu Xow Sizs 1e mmuu.rc~.ea NnwYq .~yy~y~...~y~w O Y-]`h' I'/: ~o1mpF~Ca I Try~ 5~ Cwmctlm IaV~Wtl04 O~~^Wa ~ bO~ -uEOn .une.9 we T~ybl bd BN 'CwktM WFU Assembly Diagram WFD Feld Wiring Diagram Engineer/Architect Specifications: WFD Waterflow Detectors 'lane-type waterflow detectors shall be instatted on system piping mechanism shall be a sealed mechanical pneumaric unic with s designated on the drawings and/or as specified herein. visual indication of actuation. The actuation mechanism shall Detecton shall mount on any clear pipe span of the appropriate indude a polyethylene vane inser[ed through a hole in the pipe nominal size, either a vettical upflow or horizontaL run, at leas[ and connected by a mechanical linkage to the delay mechanism. 6" from any fittings which may change water direction, tlow rate, Oucpucs shall consist of dual SPL7C swicches (form C contaccs). or pipe diameter or no doser than 24" from a valve or drain. Two conduit entrances (one of which is a knockout [ype) For Detectocs shall have a sensitivity in the range of 4 to 10 gallons standard fi[tings of commonly used electrical conduit shall be per minuce and a statlc pressure rating of 250 psi for 2"-8" pipes. provided on the derectors. A grounding provision is provided. All The decettor shall respond [o waterflow in [he specified direcrion detectors shall be lis[ed by Underwricers Laboracories for indoor aher a presec [une delay wMch is field adjustabte. Yhe delay or ou[door use. Ordering Information WFD20 Waterflow Detettor, Schedule 10/40, 2" (50 mm) A77-01-02 Replacement Terminal Block for V✓FD WFD25 Waterflow Detector, Schedule 10/40, 21/:" (65 mm) 546-7000 Cover Eamper Swicch Ki[ for WFD WFD30 Waterflow Detector, Schedule 10/40. 3" (80 mm) 507-66-02 Replacement "Camper Screws for Cover of WFD WFD35 WaterBow Detector, Schedule 10/40, 31/:" WFDW Replacement Tamper Proof Wrench [or Cover of WFD40 Watertlow De[ector, Schedule 10/40, 4" (100 mm) WFD WFD50 Wa[erflow Dete[ror. Schedule 10/40, S" C58-164-01 Replacement Metal Cover WFD60 Waterflow De[ecror, Schedule 10/40. 6" (150 mm) WFDN4 NEMA4 Gasket Kit WFD80 Waterflow Deteccor, Schedule 10/40, 8" (200 mm) 'ClLC version designated with "A" foiloving the model number ond A3008-00 Replacement Delay Mechanism for WFD 2"-8" sizes foctory instolled wi[h cover tamper switch System Sensor Worldwide Distribution (n Canada: fn Ihe Uni[ed Kingdom: [n India: In [he Faz Fast: Sysiem Sensor Canada Syscem Sensor Europe. L[d. Sys[em Sensor India System Sensor 6581 Kirima( Road. Unit s7 Horsham Ca[es III, North St. A-204 Maheshwari Nagar Pit[way Far Fas[, Ltd. ~ 'tississauga, Oncano Horsham, Wesc Sussex Orkay Mills Lane Suite 706, Wodd Shipping Centre .anada LSN 3T5 RH13 SPJ, Uni[ed Hingdom Andheri East. Mumbai 400093 7 Can[on Road "Celephone:905-8I2U7G7 Tefephone: 44-I403476500 Telefu: 91-022-8202564 Tsimshatsui. Kowloon. Hong Kong Fax:905-812-0771 Fax:44-1403-276501 Telephone:852-2730-9090 Fax: 852-2736-6580 Page 2 A05-1800 i ! ~ SPFiINK-LARM -';PEEDY PRODUCTS INC. Augus[, 1994 PAadein U.S.A. AUDIBLE / VIS(BLE ALARMS ~ APPLICATION COMMERCIAL or RESIDENTIAL EXTERIOR or INTEAIOR FEATURES WEATHERPROOF CONSTRUCTION COMPLETELY DISTINCTIVE FROM ANY OTHEA ALARM SIGNAL FAST, EASY MOUNTING • ON ANY TYPE OF WALL ELIMINATE THE NEED FOR ANY ADDITIONAL'SIGNS ON BUIIDING EXTERIOR APPROVED FOfi USE IN ALL HAAD•OF•HEAAING OCCUPANCIES 41LABLE IN 115VAC, 24VDC OR 12VOC WITH OR vrITHOUT FLASNEA/STROBE MAINTENANCE•FREE OPERATION - FULLY GUARANTEED FOR 2 YEARS Say Goodbye to - Water stained walls Ugly signs to spoil estheiics No More - ' Oid-fashioned bells Pipes that clog and freeze d+~~ ~L ~ FM O o,.,. w !Y Hpww NON FADE SHIELDS The SPRI\ Ii-LARNS is the most atuactive and practicsl signal made. It is compact in size and wor; t:ompromise the tsthetics of the exterior wall like an e!ec;:ic bell with a bird cage, or awater-motor con-. Su,uestzd mounting is d'uectly above the iir; depanment connzction. During daylight hours, the horn w•ill d'uect the Fire . Departmenc to the connec[ion as well as aler the occu- pancs and passzn-by that a fue condition zriscs. At \i;ht, the Flasher/strobe can be se:n irem a distance to guide the Firt Depanmznt to the cenne:iiun. Polica pacroiline an indusvial complex or a nei,-,rborhood with their windo:vs up ma,v not hear the hon, out ihay will "ste the li-ht" ' Sinct 1950, tvery SPRI\K-LAR>I is 1ssrmbled by hand, inspzctzd and tested at the factory. ` S r v rca id for.cpeclficatiaie anci prices J' 1690 Engiish Street . St. Paul, Minnesota 55709 .(612) 772-9022 . FAX (612) 772-1802 SPECIFICATtONS Signal Specifications ~ Model Number Input Voitage Rated Current dBA @ 10 Feet Aprovals HAL 115 115 VAC 0.160 95 HNL 115 115 VAC 0.160 95 UL, ULC, HNL 24 18-31.2 VDC 0.063 92 CFM, FM, HNL 12 9•15.6 VDC - 0.125 92 CSA, BSA, BFP HAS 115 115 VAC 0.160 95 UL, CFM, BSA, FM, BFP HAS 24 18-31.2 VDC 0.063 92 UL, ULC, CFM, HAS 12 9-15.6 VDC 0.125 92 BSA, FM, BFP NOTES: 1. Typical dBA at 10 teet is measurad in an anarhoic chamber with nominal inpul voNaga. 2. All models are provided with incut saew tertninals. 3. DC horn models indude RFI suppression W minimizs induoed noiss on the alartn lines. 4. DC horns and svobe horns have an Urrush current o( approyimatoly 3 times rated artentduring initiaNumcn.S.Strobshommodels shown in table are rewmmended tor use on continuous alarm systems.6.Approvals: UL• Underwrifers laborawries, ULC - UnderwrHers Lsboratories d Canada, CFM - SWta of Caiifomia Fre Marshal, FM - Factory Mutual, CSA - Canadian Standards Association, BSA - New York City Board ot Standards and Appeals, BFP - Ciry ol Chiwgo 7. All li3ting and apprwals abovs are tor Whooloek Inc., which manufaauros Ne sipnals used in 1he SPRINK•LARM. Ordering lnformation SERIES HAL I PRICES MODEL 115 Audibie/Visiblewithincandescent 1 - 6 Units'$55.00 7- 12 Units $50.00 • light source. Flash rate @ 60 per minute. SERIES HNL ~ MODEL 115 I 1- 6 Units $51.00 7- 12 Units $46.00 MODEL 24 Audibte only 1- 6 Units $55.00 7- 12 Units $50.00 MODEL 12 1- 6 Units $55.00 7- 12 Units $50.00 SERIES HAS .I MODEL 115 1- 6 Units $80.00 7-12 Units $75.00 MODEL 24 Audible/Visible with 8,000 c.p. strobe. 1- 6 Units $65.00 7- 12 Units 561.00 Flash rate @ 55 per minute MODEL 12 1- 6 Units $65.00 7- 12 Units $61.00 SPEEDY PRODUCTS INC:01690 English Street. st. Paul, MN 55109,(612) 772-9022. tXPUSEO STANDPIPE/AUTO SPR/NKLER SIAMESE 1 ~ ~ ElkhaR 156 brass wall rype eWmesa connecti0n has two intlividual Clapper vaNes, plugs and cheins. Escutchaon lattered 'Slandpipe: Auto-Sprk; or'Standplpe and Auto-Spiv` Flnish: Pallahed braes. OpUwnal: Polished chrome,plated. Spacily size and thread: 21h' z 2+k' x 4" 2'/~' % 29V x 6" loim.naim. In heneej Slze A ; B C D E f Vh x 21h x 4 11'/a 6ih 2'A X Tfi x 6 11/i ~ 66/i 71 '/w 11 %e 8% 10~3/a 12'4 12'/+ 4Wu, 611iw Elkhert 11 Slamese•Single Clepper, lightweighl, cest brass lellered Auto•Spkr.'Ona swinging brass clapper valve. Complata wlth brass swivels. Threads to lowl fire department SpeCilications. Plugs antl chains availabie at extra wst. Flnlsh: Cast brass. Spedry ihread: re x r,s• x a• Elkhart 18 Three•Way StanOpipe Siamese. Intlepentlent drop clap• per valves. Plugs and chains available al extra cost. Threads lo local tire depsrtment specifications. Fnlsh: Body palnted rad, cest brass trim. Optional: Polished brass or polished chrome plate0 trim. Specify ihread: 2'h" x 2'k' x 2'h" x 6' Elkhart 12 TwaWay Slankpipe Siamese. Cast brass standpipe or sprinkter siarnese. 1WO Indivldual drop Clapper velves. Plugs antl chaina avaitable at extra cosL Specify letterinp: "Standplpe" or 'Auto-Spkr.' Threads to local fire department spacificaGons. Flnish: Cast brass. ODtional: Potlshad brass or pollshed chrome platad. Specify size and theaa: 2~re' x 2`h' x 4" 2'k" x 2'h' x 6" Siza A B C 21hx21hx4 7°/,e 11~~0 5'/+ 21/sz21/2 x6 10~' 11~h ~ 7v:• tokm.nan.;n na,a> Elkhart 70 800 Two-Way Siamese. Independent drop eleDPer valves. Plugs and cheins available et eztra cost. SpacUy leltaring: 'S[entlpipe' or 'AUto•Spkr.' Threatls t0 local Ilre tlepertmant speGfiratlons. ' Finish: Cast brass. Optional: Polished brass or polished chrome plate. Specity size and lhead: 2'h" x rh' x 4^ Th' x 214" x 8" Elkhert 29 80'Threa-Way Sidewalk Siamese. Cast DreSS witb inde. pendent drop clapper velves. Plugs antl chains avaUabia ai ezua coat. Threads to local Tire Oepartment specillcatlons. Finish: Cast brass. Optanal: Polished brass ar polished chrome plaiod. Specity thread: 21k' x 21/2" z 21/2" x 6' 13 A, G* , ~ Fire Protection by Computer Design V / 2246 .'S ~~gy+ : ~0aaee~o'o~ ALLIANCE FIRE PROTECTION INC 5880 WEST 59TH AVE UNIT G ARVADA COLORADO 80003 303-422-5111 JOb Nd[rtE : MILLWHITE 1 Building : OFFICE AND WAREHOUSE LOCdtiOri : W 52ND AVE WHEATRIDGE COLORP.DO System . Contract . Ddtd File : MILLWHIT.WX1 t « Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r " . .~ae~o~eree. ALLIANCE FIRE PROTECTION INC Page 2 LWHITE 1 Date 070199 Hydraulic Design Information Sheet Name - MILLENDER WHITE OFFICE AND WAREHOUSE Date - 070199 Location - W 52ND AVE ➢IHEATRIDGE COLORADO Building - OFFICE AND WAREHOUSE System No. - COIItxdCtOr - ALLIANCE FIRfi SYSTEMS INC CORtTaCt NO. - Calculated By - B.D. STRICKER Drawing No. - Construction: (X) Combustible ( ) Non-COmbustible Ceiling xeight - VARZES i Occupancy - ORDINARY FOR STORAGE . LIGHT FOR OFFICE AREA S Y S T E M (X) NFPA 13 ( ) Lt. Haz. ( ) NFPA 231 NFPA 231C Other Specific Ruling D E S I G 1 Area of Sprinkler Operation - 1500 Density - 0.2 Area Per Sprinkler - 225 Elevation at Highest Outlet - 20 Hose Allowance - Inside - Rack Sprinkler Allowance - Hose Allowance - Outside - 250 GPM Made By System 2ype (x) wet ( ) Dry ( ) neluge ( ) Preaction ( ) other Note OUICK RESPONSE HEADS IN OFFICE AREA Date Sprinkler/NOZZle Make VIKING Model MODEL M Size 1/2 K-Factor 5.5 Temp.Rdt.155 Calculation Flow Required - 421.35 Press Required - 100.713 At Test 141 summary C-Factor Used: 120 overhead 140 underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - MARCH 4/99 Cap. - T Time Of TeSt - 10 AM Rated Cdp.- Elev.- E StdtiC PreSS - 141 @ PIeSS - R Residual Press - 106 Elev. - 0 Well Flow - 2325 Proof Flow S Elevation - 0 U P LOCdtiOn - W 52ND AVE P L SOUxCe Of InfOrntdtiOri - NORTA TABLE MTN WATER DISTRICT Y C Commodity Class Location O StOYdg6 Ht. Area AiS10 W. M Storage Method: Solid Piled % Palle tized % Rack M ( ) Single Row Conven. Pallet Auto. Storage Encap. 5 . ( ) DOUble ROw Sldve Pallet SOlid Shelf NOn T A ( ) Mult. Row Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling ComputeZ Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087_ G Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ( ) Figure Curve m m 'i 0 r in o W W G1 41 ro m a q z H 0 E U W O a a w a w ~ w w E ~ H 3 7 ~ 1 W G~ r N 0 ~ N r m 0 n O ~ o ~ p 'i m ry~ x u m m • z a < a ~ z a a o v g o g m p a w ~ w u o ~ o O U q H p H fA a O U m E a ~ v o~ N ro ~ N 71 M N O r7: ~ ~ m A H.. m ~ 7 m 3 . N a m s°'i 0 0 ro c~aw n ~ ~u s, a 0 o 0 w 1 r0 j w u -N ro ~a P. N .i.i •.a •.i N $ N N N If O O O O f W MI N r O l O O O O O O O O O O O ~ ~ ~ U] r i rl rl ri r i rl O i G D l , ~ D Y I W r 1 N - r 1 ~ •.i rl N N U U U U Pi 0.'i W ~1 Vl P P.' W 0 U H N H a EE£a ~ a~ o 0 0~ n 1!1 O N ' l0 Nt+l rl ..rl ~ b ri W ~ b ~ 'ri'd F' b.r ODW ~ i Em~f N 3r nn ~Qa£ owa i e e ~ , W v m w w L 1~ N N W ~ ~C ~ ~ O O ~ V! •'CCC N W t~V1 AAA A M a ~ ALLIANCE FIRE PROTECTION INC Page 4 ~ LWHITE 1 Date 070199 Fitting A B C D E F G H Z J K L M N 0 P 4 R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' GYVd-ViC Tee Detector Check Valve Long TuYn Elbow Medium Turn ElbOw PVC StaRddYd ElbOw PVC Tee Branch PVC 45' ElbOw Flow Control valve PVC Coupling/RUn Tee Swing Check Valve 90' FlOw thru TEe 45' Firelock Elbow 90' Firelock Elbow wafer Check Valve 90' FiYelOCk Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. uSA 03087 ALLIANCE FIRE PROTECTION INC Page 5 (LWHITE 1 Date 070199 ~Unadjusted Fittings Table ' 1/2 3/4 1 1 1/9 1 1/2 2 2 1/2 3 3 1/2 4 A 7•7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 fi 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 1 2 3 4 3. 5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 7 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 4 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 x 8.5 10.8 13 16 ' ~ 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 L 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 8 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 il 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 7 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N O P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 21 25 33 7 Z 12 14 1B 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route lil Windham N.H. USA 03087 ALLIANCE FIRE PROTECTION INC Page 6 LWHITE 1 Date 070199 Node 8levation &-Fact Pt Pn Flow DenaiYy Area Pxesa Na• Actual Actual Added Req. Req. D001 19 5.5 16.74 aa 22.5 .10 225 7.000 171 9 K= K@ EQ01 25.46 aa 26.48 170 9 K- R@ 8Q01 26.44 na 26.98 169 9 R= R0 Eq01 32.12 aa 29.74 168 9 K= R@ EQ01 29.5 aa 28.5 167 19 K= K@ EQ01 26.02 na 26.77 202 19 35.11 na 159 19 30.73 aa 160 20 5.5 25.82 aa 27.95 .20 130 7.000 161 20 5.5 23.19 aa 26.48 .20 130 7.000 162 20 5.5 22.4 na 26.03 .20 130 7.000 163 19 22.75 na 164 20 5.5 22.35 aa 26 .20 130 7.000 165 19 23.31 aa 166 19 41.48 na 203 19 36.06 na 150 19 33.57 aa 151 19 5.5 31.02 na 30.63 .20 130 7.000 152 19 5.5 30.04 na 30.15 .20 130 7.000 153 19 5.5 30 na 30.12 .20 130 7.000 154 19 30.14 na 155 19 30.23 na 156 19 37.98 aa 157 19 41.96 na .58 19 62.81 na .04 19 37.6 na 148 19 38.11 na 149 19 44.55 aa 205 19 38.63 aa 146 19 39.13 na 147 19 45.53 na 206 19 39.34 na 144 19 39.87 na 145 19 96.64 na 207 19 40 na 142 19 40.61 aa 143 19 48.39 aa 208 19 40.35 aa 140 19 41.05 aa 141 19 50.16 na 209 19 40.58 na 138 19 41.48 na 139 19 52.91 aa 201 19 34.91 na 202 19 35.11 aa 203 19 36.06 na 204 19 37.6 aa 205 19 38.63 aa 206 19 39.34 aa 207 19 . 40 aa 208 19 40.35 na 209 19 40.58 na 210 19 40.67 aa 136 19 41.84 na 137 19 56.79 na 01 19 34.91 aa 29 19 31.74 na 130 20 5.5 28.03 na 29.12 .1500 130.00 7.000 131 20 5.5 26.46 na 28.29 .1500 130.00 7.000 132 20 5.5 26.1 aa 28.1 .1500 130.00 7.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Noda Blevation %-Fact Pt Pa Floa Deasity Area Praea ALIDUtANCE FIRE_ PROTECTION INC Aceuai xaaea pa .7 aeq. ,LWHITE 1 Date 070199 133 19 26.57 aa - 134 19 27.26 aa 135 19 41.59 na 101 14 45.64 aa 102 14 45.77 aa 103 14 46.31 aa 104 14 47.19 na 305 14 48.16 na 306 14 49.3 aa 107 14 51.13 aa 308 14 52.99 na 309 14 55.92 aa 110 14 60.06 aa TOR 14 70.02 na SOR 7 86.69 na BKFL A 90.46 aa HOSE 4 96.94 aa 250 TEST 0 100.71 aa The maximum velocity ie 24.79 aad it occure in the pipe betweea nodea 110 and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLIANCE FIRE PROTECTION INC Page 8 I LWHITE 1 Date 070199 Hyd. Qd Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn D001 22.50 1.093 lE 2.443 10.000 16.736 K Factor = 5.5 t0 120 2.443 EQO1 22.50 0.1324 12.443 1.648 Vel = 7.694 22.50 18.384 K Factor = 5.25 171 26.48 1.093 1T 6.108 2.900 25.465 K Factor ~ node EQO1 to 120 6.108 -4.331 163 26.48 0.1791 9.008 1.613 Vel = 9.055 26.48 22.747 K FdCtOY = 5.55 170 26.98 1.093 1T 6.108 0.330 26.443 K Factor 9 node EQOS to 120 6.108 -4.331 165 26.98 0.1853 6.438 1.193 Vel = 9.226 26.98 23.305 K Factor = 5.59 169 29.74 1.093 1T 6.108 4.890 32.119 K Factor @ node EQO1 to 120 6.108 -4.331 155 29.74 0.2219 10.998 2.441 Vel = 10.169 29.74 30.229 K Factor = 5.41 168 28.50 1.093 1T 6.108 0.700 29.504 K Factor ~ node EQO1 t0 120 6.108 -4.331 133 28.50 0.2052 6.808 1.397 Vel = 9.745 28.50 26.570 K Factor = 5.53 167 26.77 1.093 1T 6.108 0.700 26.019 K Factor @ node EQO1 to 120 6.108 134 26.77 0.1827 6.808 1.244 Vel = 9.154 25,77 27.263 K Factor = 5.13 202 -94.15 1.425 1T 7.015 1.500 35.106 t0 120 7.015 159 -94.15 -0.5143 8.515 -4.379 VC1 = -18.940 159 1.442 lE 3.716 5.500 30.727 to 120 3.716 -0.433 160 -94.15 -0.4854 9.216 -4.473 Vel = -18.496 160 27.94 1.442 10.410 25.820 K Factor = 5.5 to 120 161 -66.21 -0.2530 10.410 -2.634 Vel = -13.007 161 26.49 1.442 8.000 23.186 K Factor = 5.5 120 ~ 1 -39.72 -0.0984 8.000 -0.787 Vel = -7.803 Computer Programs by Aydratec Inc. Route 111 Windham N.H. USA 03087 ALLIANCE FIRE PROTECTION INC Page 9 t ~LWIiITE 1 Date 070199 Hyd. Qa Dia. Fitting Pipe Pt Pt ' Ref. ^C" OT Ftng'S Pe Pv NOteS ~ Point Qt Pf/UL Eqv. Ln. Total Pf Pn . 162 26.03 1.442 6.250 22. 400 K Factor = 5.5 to 120 0. 433 163 -13.69 -0.0138 6.250 -0. 086 Vel = -2 .689 163 26.48 1.442 2.750 22. 747 , to 120 -0. 433 164 12.79 0.0120 2.750 0.033 Vel = 2 .513 164 26.00 1.442 5.580 22. 347 K Factor = 5.5 ' t0 120 0. 433 165 38.79 0.0941 5.580 0. 525 VC1 = 7. 620 165 26.98 1.442 lE 3 .716 69.000 23. 305 to 120 3.716 , 166 65.77 0.2499 72.716 18. 175 Vel = 12. 921 166 1.425 1T 7.015 1.000 41.482 to 120 7.015 2.166 102 65.77 0.2648 8.015 2.122 Vel = 13 .231 65.77 45.770 K Factor = 9.72 203 -69.42 1.425 1T 7.015 1.500 36.060 120 7.015 ,0 -69.42 -0.2927 8.515 -2.492 Vel = -13 .965 150 1.442 lE 3.716 5.500 33.569 to 120 3.716 151 -69.42 -0.2763 9.216 -2.546 Vel = -13 .638 151 30.64 1.442 10.410 31.023 K Factor = 5.5 to 120 152 -38.78 -0.0940 10.410 -0.979 Vel = -7 .618 152 30.14 1.442 8.000 30.044 K Factor = 5.5 to 120 153 -8.64 -0.0059 8.000 -0.047 Vel = -1. 697 153 30.13 1.442 4.670 29.997 K Factor = 5.5 to 120 154 21.49 0.0315 4.670 0.147 Vel = 4 .222 154 1.442 2.660 30.145 to 120 155 21.49 0.0316 2.660 0.084 Vel = 4 .222 155 29.74 1.442 49.220 30.229 to 120 156 51.23 0.1574 49.220 7.749 Vel = 10 .064 156 1.442 25.330 37.977 to 120 157 51.23 0.1574 25.330 3.988 Vel = 10 .064 i 7 1.442 lE 3.716 1.660 41.964 . , 120 3.716 158 51.23 0.1574 5.376 0.646 Vel = 10. 064 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLIANCE FIRE PROTECTION INC Page 10 ( LWHITE 1 Date 070199 ~ Hyd. Qd Did. Fitting Pipe Pt Pt ; REf. "C" Oi FtRg'S PE Pv NOtES Point Qt Pf/UL Eqv. Ln. Total Pf Pn 158 1.425 1T 7.015 1.000 42.810 i to 120 7.015 2.166 103 51.23 0.1668 8.015 1.337 Vel - 10.306 51.23 46.313 K Factor = 7.53 : 204 29.31 1.425 1T 7.015 1.500 37.603 to 120 7.015 . 148 29.31 0.0594 8.515 0.506 Vel = 5.896 148 1.442 2E 3.716 107.490 38.108 to 120 7.432 ; 149 29.31 0.0560 114.922 6.440 Vel = 5.758 149 1.425 1T 7.015 1.000 44.546 t0 120 7.015 2.166 , 104 29.31 0.0594 8.015 0.476 Vel = 5.896 29.31 47.188 i K Factor = 4.27 205 29.21 1.425 1T 7.015 1.500 38.626 to 120 7.015 6 29.21 0.0590 8.515 0.502 Vel = 5.876 146 1.442 2E 3.716 107.490 39.128 to 120 . 7.432 147 29.21 0.0557 114.922 6.399 Vel = 5.738 147 1.425 1T 7.015 1.000 45.527 to 120 7.015 2.166 105 29.21 0.0590 8.015 0.473 Vel = 5.876 29.21 48.166 K Factor = 4.21 . 206 30.11 1.425 1T 7.015 1.500 39.339 to 120 7.015 144 30.11 0.0624 8.515 0.531 Vel = 6.057 144 1.442 2E 3.716 107.490 39.870 to 120 7.432 145 30.11 0.0589 114.922 6.769 Vel = 5.915 145 1.425 1T 7.015 1.000 46.639 t0 120 7.015 2.166 106 30.11 0.0624 8.015 0.500 Vel = 6.057 30.11 49.305 K Factor = 4.29 207 32.47 1.425 1T 7.015 1.500 39.995 to 120 7.015 142 32.47 0.0718 8.515 0.611 Vel = 6.532 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLIANCE FIRE PROTECTION INC Page 11 i ,LWHITE 1 Date 070199 Hyd. Qa Dia. Fitting Pipe Pt Pt . Ref. C. or Ftng's Pe Pv Notes , Point Qt Pf/UL Eqv. Ln. Total Pf Pn 142 1.442 2E 3. 716 107.490 40.606 t0 120 7.432 . 143 32.47 0.0677 114.922 7.783 Vel = 6.379 143 1.425 1T 7.015 1.000 48.387 t0 120 7.015 2.166 107 32.47 0.0717 8.015 0.575 Vel = 6.532 32.47 51.128 K Factor = 4.54 208 35.34 1.442 1T 7.432 1.500 40.346 to 120 7.432 140 35.34 0.0793 8.932 0.708 Vel = 6.943 140 1.442 2E 3.716 107.490 41.054 to 120 7.432 141 35.34 0.0792 114.922 9.103 Vel = 6.943 141 1.425 1T 7.015 1.000 50.156 t0 120 7.015 2.166 108 35.34 0.0840 8.015 0.693 Vel = 7.109 . 35.34 52.995 K Factor = 4.85 209 39.97 1.425 1T 7.015 1.500 40.584 to 120 7.015 138 39.97 0.1053 8.515 0.897 VE1 = 8.041 . 136 1.442 2E 3.716 107.490 41.481 . t0 120 7.432 139 39.97 0.0995 114.922 11.432 Vel = 7.852 139 1.425 1T 7.015 1.000 52.912 to 120 7.015 2.166 109 39.97 0.1054 8.015 0.845 Vel = 8.041 39.97 55.923 K Factor = 5.34 201 79.03 2.635 10.660 34.907 to 120 202 79.03 0.0187 10.660 0.199 Vel = 4.650 202 94.16 2.635 12.000 35.106 to 120 203 173.19 0.0796 12.000 0.955 Vel = 10.189 203 69.41 2.635 10.390 36.060 to 120 204 242.60 0.1484 10.390 1.542 V01 = 14.273 204 -29.30 2.635 8.750 37.603 to 120 , '5 213.30 0.1170 8.750 1.024 V21 = 12.549 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLIANCE FIRE PROTECTION INC Page 12 LWHITS 1 Date 070199 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C. or Ftng's Pe Pv Notes I. POint Qt Pf/UL Eqv. La. TOtdl Pf PR ' 205 -29.21 2.635 8.000 38.626 to 120 ! 206 184.09 0.0891 8.000 0.713 Vel = 10.831 206 -30.11 2.635 10.260 39.339 . to 120 207 153.98 0.0640 10.260 0.657 Vel = 9.059 207 -32.47 2.635 8.500 39.995 to 120 ' 208 121.51 0.0413 8.500 0.351 Vel = 7.149 208 -35.33 2.635 10.850 40.346 to 120 209 86.18 0.0218 10.850 0.237 Vel = 5.070 209 -39.97 2.635 12.450 40.584 I. to 120 210 46.21 0.0069 12.450 0.086 Vel = 2.719 210 1.425 1T 7.015 1.500 40.670 t0 120 7.015 136 46.21 0.1379 8.515 1.174 Vel = 9.296 ' 6 1.442 2E 3.716 107.490 41.843 120 7.432 137 46.21 0.1301 114.922 14.951 V01 = 9.078 137 1.425 1T 7.015 1.000 56.792 to 120 7.015 2.166 110 46.21 0.1379 8.015 1.105 Vel = 9.296 i 46.21 60.063 K Factor = 5.96 201 -79.03 1.425 1T 7.015 1.500 34.907 i' to 120 7.015 ~ 129 -79.03 -0.3719 8.515 -3.167 Vel = -15.898 129 1.442 lE 3.716 5.630 31.740 to 120 3.716 -0.433 . 130 -79.03 -0.3511 9.346 -3.281 Vel = -15.526 130 29.12 1.442 10.410 28.025 K Fact or = 5.5 ' to 120 131 -49.91 -0.1500 10.410 -1.562 Vel = -9.805 131 28.29 1.442 11.360 26.464 K Fact oz = 5.5 to 120 132 -21.62 -0.0320 11.360 -0.363 Vel = -4.247 132 28.10 1.442 10.450 26.101 K Fact or = 5.5 t0 120 0.433 ~ 133 6.48 0.0034 10.450 0.036 Vel = 1.273 ; 3 28.50 1.442 8.910 26.570 Ii 120 134 34.98 0.0778 8.910 0.693 Vel = 6.872 Computer Programs by Hydratec Inc. Route 111 . Windham N.H. USA 03087 ALLIANCE FIRE PROTECTZON INC Page 13 ~LWHITE 1 Date 070199 i, Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C. or Ftng's Pe Pv Notes ; POiIIt Qt Pf/UL Eqv. La. TOtdl Pf PR _ 134 26.77 1.442 lE 3.716 60.700 27.263 to 120 3.716 135 61.75 0.2224 64.416 14.327 Vel = 12.131 135 1.425 1T 7.015 1.000 41.590 to 120 7.015 2.166 , 101 61.75 0.2357 8.015 1.889 Vel = 12.422 ' 101 2.635 10.660 45.644 to 120 ' 102 61.75 0.0118 10.660 0.126 VE1 = 3.633 ' 102 65.77 2.635 12.020 45.770 t0 120 103 127.52 0.0452 12.020 0.543 Vel = 7.503 ; 103 51.23 2.635 10.370 46.313 to 120 104 178.75 0.0844 10.370 0.875 Vel = 10.517 104 29.31 2.635 8.750 47.187 to 120 105 208.06 0.1117 8.750 0.977 Vel = 12.241 . 15 29.20 2.635 8.000 48.165 ' j 120 106 237.26 0.1424 8.000 1.139 Vel = 13.959 106 30.11 2.635 10.260 49.304 to 120 107 267.37 0.1777 10.260 1.823 Vel = 15.730 107 32.47 2.635 6.500 51.127 I t0 120 108 299.84 0.2196 6.500 1.867 Vel = 17.641 - 108 35.34 2.635 10.850 52.994 ~ to 120 109 335.18 0.2700 10.850 2.929 Vel = 19.720 109 39.97 2.635 12.450 55.923 to 120 , 110 375.15 0.3324 12.450 4.139 Vel = 22.072 I, 110 46.20 2.635 2E 8.237 7.700 60.062 ~ t0 120 16.474 % TOR 421.35 0.4121 24.174 9.963 Vel = 24.790 TOR 2.635 1B 9.610 7.000 70.025 I to 120 1Z 8.237 26.084 3.032 ! BOR 421.35 0.4121 lE 8.237 33.084 13.635 Vel = 24.790 BOR 2.635 6.000 86.691 ' to 120 1•299 i BKFL 421.35 0.4122 6.000 2.473 Vel = 24.790 , Computer 2rograms by Hydratec Inc. Route i11 Windham N.H. USA 03087 SANCE FIRE PROTECTION INC LWAITE 1 Pdg@ 14 Date 070199 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C. Or Ftrig's Pe Pv NOteS Poirit Qt Pf/UL Eqv. Lri. TOtal Pf Pn BKFL 2.635 6.000 90.464 t0 120 4.000 Fixed 1055 = 4 HOSE 421.35 0.4122 6.000 2.473 Vel = 24.790 HOSS 250.00 4.026 lE 13.300 6.000 96.936 Qa = 250.00 to 140 1G 2.660 15.960 1.732 TEST 671.35 0.0931 21.960 2.044 Vel = 16.920 671.35 100.712 K Factor = 66.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Auto Peaking Summary ALLIANCE FIRE PROTECTION INC Page 15 ZWHITE 1 Date 070199 List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 134 135 48.700 129 130 17.630 157 158 10.340 150 151 17.500 165 166 57.000 159 160 17.500 134 135 60.700 129 130 5.630 157 158 1.660 150 151 5.500 165 166 69.000 159 160 5.500 FlOw PT255ur2 PTESSUxe Required Required Differential AREA CALCULATED I 671.35 100.713 0.000 Typical Distance Between Heads = 12.000 Split POirit USed in WOYSt Area Pedked = 164 Split Point Used in Area Calculated = 164 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087