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3900 Wadsworth Boulevard
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Commercial Interior Remodel/Tenant Finish Date: Monday, March 21, 2022 1:11:47 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to West Metro Fire ADDIIcat Ion Ddf Fire Department Begin Application PROPERTY INFORMATION Property Address 3900 Wadsworth Blvd. Suite 3926, Wheat Ridge, CO 80033 Property Owner Name Wheat Ridge Station LLC Property Owner Phone 513-338-2802 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email tgoyette@phillipsedison.com Address Attach City of Wheat Electronic Payment Form New (2) 202202021540092706 Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Contact Name of John Beystehner Person Submitting Application What is your role in the Architect project? Contact Phone Number 720-515-9430 (enter WITH dashes, eg 303-123-4567) Contact Email Address john@jandmarchitects.com for Plan Review Questions Retype Contact Email john@jandmarchitects.com Address 01:K163CiIi1M0N]MYL6]S:/ Is this for a new No tenant? Business Name of unknown - White Box Tenant Detailed Scope of Provide new ADA restroom for an unknown future tenant Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Location of Work Rear of the space. Replace exisitng non ADA compliant restroom with a new one. Square Footage Area 1579 of Work Being Performed Asbestos Report - If Field not completed. applicable Construction Plans scanned on 11'x17" or larger Project Value (contract $26,800 Valuation Okay value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for John Beystehner Pe rm it Email not displaying correctly? View it in your browser. 0 T N R I n 1 P I a • a ALL WORK SHAT 20181FIC 20181BC 20181ECC 2020 NEC CITY OF WHEAT IS 0 BE 1 ♦ IT BNheatF i ti0 a U01,mdi SLAP IB.Hh' SBNS IAR50N SIRFNSXXLILfiiFfl9fi 4g SAffWRY Oboe 119.19X' _. PHARMACY 2BSIN. PAN CHANNEL IETIPICEi pa SAFEWAY DUG EGGS 166511, & LETTERS p = [MBTXG I R[MBIXIXU STUN OUMBEX - EXISTING I REMAINING PAGE NUMBER ®XISTING TO RELDCATE SIGN NUMBER _ EXISTING 70 RELOCATE SIGN NUMBER p - NEW I PROPOSED SIGN NUMBER - NEW I PROPOSED PACE NUMBER REMOVED SIGN NUMBER -REMOVED PAGE NUMBER Reviewed for Zoning Compliance bythe 1&41 City of Wheat Ridge Planning Division II APPROVED BY:age V �'��" ' DATE: J' une iA� 2011 COMMENTS: A. � W IicatR�.p ^REvfEwep FOR cone conpuarva• - 11i drawings were reviewed under the applicable f ; - laws in effect at the time of submittal. Rasscaable rtiaffectingp y Pont was emoed in affecting tort Jcamplance eu TO somping of Dead domends R al not be condrueam bea Mount tor, Dr an aparaal of a" vidauon of State and/or Ina codes,"mre o, endmenmmerem. Plan Reviewer SlDI'es = EXISTING CHASE MIKE'S CAMERA 02 I�� wr oo�000�o�o�o� .Im , 14'TI(w� _ .• I CHASE MIKE'S CAMERA ------------- FANTASTIC SAM$ 01 YESCO. Denver Region n... 11220E 53M 01e]9 0,899J9 B 9933 L303 W...Bp up tuvl)e 4 3858 BB,A099 ��� ••• �' .n.m.nruoo = ew.1evm ~Yeuo.am r0 rie U f Dv ' `DASHED LINE U INDICATES SIGN AREA 0 LIT LOGO WITH NONLIT FCO LETTERS SCALE: 1" - 1'0" ® SIDE VIEW ® DUAMITY:I MANUFACTURE&INSTALL ALL WORK SHALL COMPLY WITH 2018 IRC 2018 IBC 2018 IECC 2020 NEC CITY OF WHEAT RIDGE AMENDMENTS TRF nF wnF MANUFACTURE 9 INSTALL III INFERNILY ILLUMINATED LAOS CABINET A (1) SET OF FLAT CUT CUT LETTERS STUN MOUNTED TO WALL IFRMITSIN ISSNAREA: 16.65W NOi INCLUDED aen:: wheatndae co us To: m:nM[xvv mn. aubfee: Wine Form Gutnn ittal: Genera Nnnt R Proeon arte: W01nW", M" 26, 20214:58:05 FM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property commercial Residential or Commercial? Property Address 3900 WadsWUlfh Blvd., WHEAT RIDGE, CO 80033 Property Owner Name Crown Castle (Global Signal Acquisitions III LLC) - Tower Facility Property Owner Phone 5037089200 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email aach.phillips@crowncastle.com Address Attach City of Wheat 877U US West Wadsworth - Electronc Payment Form no Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Zach Phillips w/Crown Castle- Tower Facility Owner Contractor or Architect Contractor's License 00000 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 5037069200 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address zsch.phillips@crowncastle.mm Retype Contact Email rach.phillips@crowncastle.com Address 1*1*1aIa Kai e]y41LiliL Detailed Scope of Dish wireless LLC proposes to collocate a new antenna faulty Work - Provide a onto an existing Crown Castle tower. On the tower, they propose detailed description of to Install (3) antennas, (1) platform antenna mount, (6) radios, (1) work including overvoltage protection (01 box, and a hybrid cable. On the mechanical, electrical, ground, Dish proposes to install an equipment platform, an ice- plumbingwork bridge, (1) power cabinet.(1) equipment cabinet, (1) telco occurring, conduit, (1) power conduit, (1) dens box, (1) meter socket and adding/removing walls, GPS unit within an existing support compound. etc. Square footage of 35 scope of work Location of work Existing cell tower facility (backyard, on roof, etc) Project Value (contract 40000 Valuation okay value or cost of ALL materials and labor) Upload Engineer letter 877M US West Wadsworth - structural Analys s 526 21m Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 8770,M) US West Wadsworth - FCD REVO 05 07 21,ndf Upload Additional Field but completed. Drawings Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Zach Phillips Permit Email not displayiig wiredly? Vim n In your browser. 44" City of Wheat Ridge _A� Commercial Sign PERMIT - 202101305 PERMIT NO: 202101305 ISSUED: 07/08/2021 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 07/08/2022 JOB DESCRIPTION: Install one internally illuminated wall sign &provide electrical hook up. 16.65 sq, west elevation I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/08/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202101305 PERMIT NO: 202101305 ISSUED: 07/08/2021 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 07/08/2022 JOB DESCRIPTION: Install one internally illuminated wall sign & provide electrical hook up. 16.65 sq, west elevation *** CONTACTS *** OWNER (303)843-7826 WHEAT RIDGE STATION LLC SUB (720)458-7104 CHUCK BONCORDO 017248 YE S CO , LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31000.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 217.03 *** 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. CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: W,5? �� e-7,, e, Permit Number: (75' C? t4e et J No one available for inspection: Time SAM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.ci. wheatridge.co. us/inspection Date:—// Inspector: DO NOT REMOVE THIS NOTICE . Q 2 i CITY OF WHEAT RIDGE -``Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' Job Address:u Permit Number: �� c No one available for inspection: Time .7.`1..� Re -Inspection required: `des No When corrections have been made,'schedule for re -inspection online at: http://www.cl.wheatridge.co.us inspection. Date: Inspector— DO DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE } Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 'r— Inspection Inspection Type: `- ;- Job Address: Permit Number: <:::>Z(;n (� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes( No When corrections have been made, sc e for re -inspection online at: http✓/www. ci. wheatridge.co.us�nspectie n �s Date: nspecto i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: {P L _� f,L1 Permit Number: � ❑ No one available for inspection: Ti AM/PM Fie -Inspection required: , Ye No When corrections have been made, s hedtrle jor re -inspection online at: httpJ/www.ci.wheatridge.co.usrhrspec " n Dt;���Inspe8ar f, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: , Job Address: Permit Number: i i a i a, ❑ No one available for inspection: Time M Re -Inspection required: Yesr No When corrections have been made, scpe"e for re -inspection online at: httpYlwww.ci.wheatridge.co.us(inspectfon r gef ocf r --� DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE "77 -1, Inspection Type: _ Job Address: Permit Number: �,�, 2_�.a a P Vr` ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, sc edule for re -inspection online at: http✓/ww,,w.ci.wheatridge.co.uslinspel�6tion CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -inspection required: Yes No, When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: ," Y"6inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: : Job Address:`,,3 Permit Number: 1 77�.. J ^. F a ❑ N6-orTe 'a i _e u.s�ti Re -Inspection required: Yes f When corrections have been made, s hedule)for re -inspection online at., http✓/www.ci,wheatridge,co.uslinspectlon f DO NOT REMOVE THIS NOTICE � ► 44" City of Wheat Ridge '/� Commercial Remodel PERMIT - 202001859 PERMIT NO: 202001859 ISSUED: 10/13/2020 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 10/13/2021 JOB DESCRIPTION: Convert Wells Fargo space within grocery store to white box finish - 477 sq ft total *** CONTACTS *** OWNER (303)843-7826 WHEAT RIDGE STATION LLC GC (720)583-1679 BRUCE CARPENTER 160250 BC BUILDERS, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 35,780.00 FEES Total Valuation 0.00 Plan Review Fee 369.56 Use Tax 751.38 Permit Fee 568.55 ** TOTAL ** 11689.49 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. 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. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Remodel PERMIT - 202001859 202001859 ISSUED: 10/13/2020 3900 Wadsworth Blvd EXPIRES: 10/13/2021 Convert Wells Fargo space within grocery store to white box finish - 477 sq ft total 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 Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, September 17, 2020 9:01:10 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Commercial 3900 Wadsworth Blvd., Wheatridge, CO 80033 Jacob Hoffman 555-555-1212 Property Owner Email Jacob.d.hoffman@wellsfargo.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Bruce Carpenter Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) 160250 Contract Phone 720-583-1679 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address Bruce@bcbuilders.cc Retype Contact Email Bruce@bcbuilders.cc Address 0]:K16]CiI91 ffl0N]&TOLD]N:/ Detailed Scope of Wells Fargo inside Safeway is closing - space will be renovated Work - Provide a back to a white box finish. detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 477 scope of work Location of work Inside Safeway/Front of building across from checkout registers. (backyard, on roof, etc) Project Value (contract $35,780.00 Valuation approved as value or cost of ALL submitted. submitted. materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11 " x 3900 Wadsworth Blv-F-11� 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Bruce carpenter Permit Email not displaying correctly? View it in your browser. 2009171450 Use Wildiny grant impressment 10 3 120 45A 31 A sword IN Consturriction Permits Bo 1111 ja 1$47450 Merchant Name WePt team Fre est Metro Fire Rescue Form Name 2009171450 Use Wildiny grant impressment 10 3 120 45A 31 A sword IN Consturriction Permits Bo 1111 ja 1$47450 Merchant Name WePt team Fre Peace Web Payment successful I Form Name Mean Mass Real C Law Came Montano Engage Name B CBuldei Irc Amount Charged $474 Y County Unmed Stra]es Ande Cold ka do PAYMENT TERMS AND CONDITIONS Moral Code 80125 Done US + 1 505 331 RUTHORIZATION 0016 Email change keynhaddicaudders cy Cy chess the I agree W the Terms and Cyndnonp ackbox below I am confirming my payment is in accordance MUF Me rules and regulations okC a agreement meakeen me and my card issuer Coal Payment My payment can only be completed upon C a accapstance one Amount $474 Y and onzation of my soming Media or debt card company If my payment cannot be completed I will Scene C a same Credit Card Number 7614 ai which is my sole responabilkey for payment ai ough [ had nor attempted W make Me payment furthermore I y Number man hent of applicable law MET CORE 4 Stood can be printed after payment is accepted which will sense as essence of payment If you Topics an email address during C a payment process a reas will be emailed o you afferthe payment is processed CONTACT If for any Shown you wish to make a change to C a payment after submiseen, pease contact West Memo Dres Regard Web or astawance January 20, 2020 Mr. Brian Christiansen Property Portfolio Manager Wells Fargo — CPG 1 Home Campus MAC T9000-042 West Des Moines, Iowa 50266 No asbestos detected per Report. RE: Asbestos Containing Building Materials Inspection Wells Fargo — B.E. 198377 3900 Wadsworth Boulevard, Wheat Ridge, Colorado Farmer Environmental Group Project No. 3287.977 �Rv of Wheat Ridge eonam¢ omiaoo Dear Mr. Christiansen: r Enclosed is Farmer Environmental Group's (Farmer) Asbestos Co ing Building Materials Inspection Report for the Wells Fargo facility located at 900 Wadsworth Boulevard in Wheat Ridge, Colorado including bulk sample results, sample location drawing, and photographic documentation. Farmer Environmental Group appreciates this opportunity to provide asbestos consulting 'services to Wells Fargo. We have enjoyed working with you on this project and look forward to meeting your needs in the future. khould any questions arise concerning this report, please contact us at (303) 468-8763. Sincerely, Kurt A. Pierce Environmental Specialist Farmer Environmental Group, LLC 8120 Sheridan Blvd., Ste. A306 • Westminster, CO 80003. Office 303.468 8763 ASBESTOS CONTAINING BUILDING MATERIALS INSPECTION REPORT WELLSFARGO B.E. # 198377 3900 WADSWORTH BOULEVARD WHEAT RIDGE, COLORADO 80033 Prepared for: Mr. Brian Christiansen Property Portfolio Manager Wells Fargo — CPG I 1 Home Campus MAC T9000-042 West Des Moines, Iowa 50266 Prepared by: Farmer Environmental Group, LLC 8120 Sheridan Boulevard Westminster, Colorado 80022 (303) 468-8763 January 20, 2020 Farmer Environmental Group: Project 4 3287.977 8120 Sheridan Blvd., Ste. A306 • Westminster, CO 80003. Office 303468 8763 TABLE OF CONTENTS L IDTTRODUCTION ____.1 II. SUMMARY OF FINDINGS& RECOTAINTDATIONs ____.1 III. SCOPEOFWORK ____.2 N. METHODS& SAMPLING STRATEGY ____.2 V. FACII,TTY DESCRIPTION..... ____.3 VL SAMPLERESULTS __________.3 VII. ASBESTOS AND NON- ASBESTOS PRODUCTS IN THE FAC ITY______________4 VIII. ASBESTOS HEALTH HAZARD CONSIDERATIONS ____.4 a RECOMMENDATIONS......... _______4 X LIMITATIONS ____.5 APPENDICES. Appendix I. Bulk Semple Analysis Appendix II. Bulk Semple Location Drawing Appendix IIT Photographic Documentation Appendix D[ CDPHE Licenses ASBESTOS CONTAINING BUILDING MATERIALS INSPECTION REPORT WELLSFARGO B.E. # 198377 3900 WADSWORTH BOULEVARD WHEAT RIDGE, COLORADO 80033 January 20, 2020 I. INTRODUCTION Famer Environmental Group, LLC (Partner) Inspected the Wells Fargo Facility The Site) located at 3900 Wadsworth Boulevard in Wheat Ridge, Colorado for asbertnscontaining building materials F CBMI on January 3, 2020. U. S. Environmental Protection Agency (EPA) accredited and Colorado Department of Public HeaRh and Environment (CDPI1D licensed Asbestos Building Inspector Mr. Kurt A Pierce conducted this inspection under an agreementbetveen Fauna and Wells Fargo The purpose of the inspection was threefold. 1) delarnine locations and conditions of asbestos aontaining products used atme Site; 2) determine Hie vmpactmese materials will have on planned renovation activities, and 3) assist Wells Fargo and/or their client in obtaining the necessary building peri[ H. SUMMARY OF FINDINGS Based an the laboratory analysis of the bulk samples collected, no friable and no on friable asbestos products were identified attire Site. It should be noted that the Inspcoter made reasonable attempts to determine whether suspect flooring applications were present beneath existing Mining materials However, suspect asbestos containing Mining materials may be present under existing flooring materials thatwae inaccessible without significantly damaging floor covering Fanmerhas extensive experience with commercial structures That have been abated prior or demolition or renovation projects Because Commercial renovations occur from tine -to - Du e, existing asbestos containing floor mastics are occasionally found in sporadic areas under new flooring materials. Although representative samples of existing flooring materials were collected and analyzed for aebates content during the asbestos inspection, an asbestos inspector cannot confirm thatno mspect flooring mastics exist in other areas without removing all of Fie existing flooring materials. Therefore, denolnon of flowing materials should proceed with caution If suspect flooring materials not identified in this report are uncovered during demolition activities, flooring material denolition should ceaseuntil samples of the suspect floor material are analyzed for asbestos content Additional bulk samples should be collected from previously concealed materials that may be revealed during denolition activity, or from materials outside the original inspection scope of work "Suspect" material includes any material saving as sprayed onorhnwcled onacousticorfveprooCmgsurface,floor and ling tile, transits panels, siding or shingles, theocrat insulation or any material associated with mechanical systems, or any binding agent mm as tar sealant, mastic adhesive, rooting far, ranking, Do EPA (NESHAPS) regulations require bulk samples in public buildings be collected by a licensed asbestos inspector. III. SCOPE OF WORK The scope of this contract included the following tasks. TASK 1 A visual inspection of all accessible interior building spaces at the Site Bulk samples of suspectmaterials were collected and analyzed by polarized light microscopy TLM). TASK Report writing This Inspection Report includes the following information: analytical results of bulk samples collected to verify asbestos content of suspect materials, description of sample locations, a deseripton of the condition of asbestos found during the inspection, and an asbestos management strategy for the Site IV. METHODS& SAMPLING STRATEGY All accessible building spaces within the scheduled renovation areas at the Site were awed and suspect materials touched by the inspector to detmnine the locator, condition, and friability of observed asbestos material. All bulk samples were submitted for PLM analysis. When suspect material was initially sighted, one (1) representative bulk samples were usually collected When similar materials were found in other areas of the Site, additional representative samples were collected to confirm that the material was consistent in asbestos Content In compliance with the EPA and CDPHE, a minimum of two bulk samples were collected for each homogeneous area By definition, a homogeneous area means an area of surfacing material, theocrat system insulation material, or miscellaneous material that is uniform in color and tc3we and is installed within the same period. Fanner collected thirteen (13) samples of accessible finish out materials throughout the interior and exterior of the building EvW'reasonab le effort was made to view materials with restricted access. However no demolition activities were performed Therefore, this report may omit asb bears materials found behind false ceiling wall, and/or flooring materials. Fanner has had ezGnsive experience with older buildings that have been abated prior to renovation projects Om asionally, additional asbestos was discovered during demolition of concealing ceiling, wall, and/or flooring materials. V. FACIIdTYDESCRIMHON At me time of Its inspection, the client specified area included the interior portions of me Subject Site encompassing approximately 527 square feel and was originally constructed in 1995 VI. SAMPLE RESULTS The PLM Report in Appendix I shows the results of PLM analysis for bulk samples collected at the Site, as required under Task 1 above The PLM Report shows the room or area n which the sample was collected and provides a description of the sampled material Site drawings are included in Appendix U Photographs are included in Appendix III CDPHE Certifications are included in Appends; D. Any product Containing more than 1% fibrous asbestos, when analyzed by PLM, is considered a potential hazard by the Environmental Protection Agency (EPA). PLM is the EPArecognizedmethod for deternining fibrous bulk asbestos content Additionally, the EPA indicates that turner analysis by point counting be performed to confirm asbestos Content for fiiable materials found to Contain less than ten percent asbestos by visual area estimation Point counting analysis may be omitted if the material is assumed to Contain ore than one percent asbestos and is then handled accordingly. All samples collected by Fanner were analyzed by IT Resources, Inc, a National Voluntary Laboratory Accreditation Program (N NzsN) accredited laboratory in Houston, Texas. Sample analysis reported as "None DeNded" should be interpreted as meaning no asbestos was observed in the suspect material above the reliable limit of detection, kob by visual estimation) for the PLM method Sample analysis reported as "Not Analyzed —Positive Stop" should be interpreted as meaning a sample of the same homogeneous material was analyzed with an asbestos content greater than 1%. Further analysis is therefore considered unnecessary. VII. ASBESTOS AND NONASBESTOSPRODUCTS Ea THE FACILTTY Based on the laboratory analysis of the bulk samples collected, no triable and no non- fiable asbestos products were identified atlhe Site The following products were tested and found or contain no asbestos when analyzed by PLM 1. Smooth Texture 2 Drywall(Gypmm Board) 3. Brown Cove Base 4. Tan Baseboard Adhesive 5. Yellow Carter Glue 5 12' x 12° Beige Floor Tile 7. Yellow Floor Tile Mastic 4 12' x 12° Beige Floor Tile 9. Black Floor Tile Mastic Friability is the Characteristic of a substance describing ifs ability to be Cumbled, pulverized, or reduced to powder by hand pressure Men applied or asbestos containing substances, friability describes the substance's Cyber release potential Because asbestos becomes a health hazard when inhaled or ingested, the more likely an asbestos containing substance is to crumble when disturbed the greater its hazard potential Generally, any area open to air movement should be maintained tree of Enable material This means broken or loose fibrous materials should be deemed up and repaired if doing so will not produce more of a fiber release hazard than already ezistc According to CDPHE, an Abatement Contractor licensed by EPA must perform repairs or other "intentional disturbance ofany amount of asbestos containing material" During Farmers January 3, 2020 inspection, no asbestos health hazard Concerns were observed Based on observations made at the Site, and results of the analysis of bulk samples collected during the inspection, Fanmerrecommends the following: 1. Additional bulk samples should be collected from previously concealed materials that may be revealed during demolition activity, or from materials outside the original inspection scope of work "Suryed" material includes any material saving as e sprayed on or troweledonacoustic or fireproofing surface, floor and ceiling tiles, transits panels, siding or shingles, thermal Immlation or any material associated with mechanical systems, or any binding agent such as far sealant, mastic adhesive, rooting tar, caulking etc EPA regulations require bulk samples in public buildings be collected by a licensed asbestos inspector or individual asbestos consuPant 2 If any material cannot be positively identified as non asbestos containing by the analytical results of samples collected during this inspection, it should be treated as asbestos until a sample of the newly identified suspect material can be collected and analyzed by PLM 3. During renovation activities, Wells Fargo should ascertain the contents of any new products (obtain Material Safety Data Sheers) installed in the building that would void the accuracy and validity of this inspection report Fanner has endeavored to inspect the existing conditions within the affected areas using EPNCDPI-IE inspection protocols. Regardless of the thoroughness of an inspection, it is possible that some areas containing asbestos were overlooked or inaccessible This report presents general desmpfions of various construction materials and the general locations where these materials were encountered If questions arse during the planning for recreation, demolition or other construction, Fanner should be notified to permit a review of the sitsation and to presentreconvmendations. This report has been prepared on behalf of and exclusively for the use of Wells Fargo and their client The conclusions expressed by Famler regarding the conditions of me site are based solely on the observations made on Sanuary 3, 2020 the data collected during this inspection, and the laboratory results of the samples collected and analyzed The beneficiaries are hereby advised that conditions observed are subject to change This report and the findings contained herein shall not, in whole or in part, be disseminated or onveyed to any other party orbeused orrelied upon by any otherparty, in whole or in part, without Wells Fargo or Farmer's priorwritteu consent Spun A Pierce CDPHE Building Inspector b14063 Farmer Favmm ental Group, LLC 338]9]] APPENDIXI BULK SAMPLE ANALYSIS Site: Project No.: 3900 Wadsworth Blvd.. Wheat 3287.977 Data Summary Table Wells Fargo BE:198377 3900 Wadsworth Boulevard, Wheatridge, Colorado Survey Type (Complete, Limited, Demo): Building Age: 1995 Homogeneous Application Material Description Sample ID Friable F N Condition G D SD ACM Classification 1-7 e T S Quantity Location/Color/Etc. 1 Texture Smooth on Drywall (Gypsum Board B 23001 F G N/A S 756 SF Main, S Office, S Wall 1 Texture Smooth on Drywall (Gypsum Board B 23002 F G N/A S 756 SF Main, W Office, W Wall 1 Texture Smooth on Drywall (Gypsum Board B 23003 F G N/A S 756 SF Main Teller Line(Behind), N End W Wall 1 Texture Smooth on Drywall (Gypsum Board B 23004 F G N/A S 756 SF Main, Teller Line (Behind), S End, W Wall 1 Texture Smooth on Drywall (Gypsum Board B 23005 F G N/A S 756 SF Main, Teller SupplyNault, N Wall 2 Baseboard Adhesive B 23006 NF G N/A M 67 LF Main Desk Area under Counter S Wall 2 Baseboard Adhesive B 23007 NF G N/A M 67 LF Main, Teller SupplyNault, E Wall 3 Carpet Square Glue B 23008 NF G N/A M 435 SF Main, W Office at Partition Wall End 3 Carpet Square Glue B 23009 NF G N/A M 435 SF Main Teller Line behind Middle/Center of Area 4 Floor Tile (Upper) B 23010 NF G N/A M 527 SF Main, W Office at Partition Wall End 4 Floor Tile (Upper) B 23011 NF G N/A M 527 SF Main, Teller SupplyNault, in Front of Vault 5 Floor Tile Lower B 23012 NF G N/A M 527 SF Main W Office at Partition Wall End 5 Floor Tile Lower B 23013 NF G N/A M 527 SF Main Teller SupplyNault, in Front of Vault * damage area only T = TSI, S = Surfacing, M = Miscellaneous FARMER ENVIRONMENTAL GROUP, LLC January 3, 2020 Inspector Name/Cert#: Kurt SF = Square Feet, LF = Linear Foot Page _ of _ ACM Homogeneous Friable Condition Classification Application Material Description Sample ID F, N G, D, SD 1-7 a (T,S,n Quantity Location/Color/Etc. * damage area only Inspector Name/Cert #: Kurt A. Pierce #14063 T = TSI, S = Surfacing, M = Miscellaneous SF = Square Feet, LF = Linear Foot FARMER ENVIRONMENTAL GROUP, LLC January 3, 2020 Page _ of J3 Resources, Inc. ° 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 resources, inc. J3Resources.com Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) APPx E Sub E 40 CFR 763 / EPA 600/R-93/116 J3 Order#: JH2O116642 Kurt Pierce Project #: 3287.977 Farmer Environmental Group, LLC Date Received: 07 -Jan -2020 8120 Sheridan Blvd., Ste. A306 Date Analyzed: 07 -Jan -2020 Westminster CO 80003 Date Reported: 09 -Jan -2020 Wells Fargo BE# 198377 - 3900 Wadsworth Blvd, Wheatridge, CO Asbestos Non -Asbestos Sample ID # Sample Description Constituents Constituents B23001 LAVER1 None Detected Non -Fibrous Material 100% Painted Texture, Beige/ White, Homogeneous LAYER None Detected Cellulose Fiber 10% Wallboard,Brewn/White, Homogeneous Fibrous Glass of Non -Fibrous Material 90% B23002 LAVER1 None Detected Non -Fibrous Material 100% Paint Texture, Beige, Homogeneous LAYER None Detected Cellulose Fiber 10% Wallboard, Brown/White, Homogeneous Fibrous Glass <1 Non -Fibrous Material 90% B23003 LAVER1 None Detected Non -Fibrous Material 100% Painted Texture, Red/ White, Homogeneous LAYER None Detected Cellulose Fiber 10% Wallboard, Brown/White, Homogeneous Fibrous Glass <1 Non -Fibrous Material 90% B23004 LAVER1 None Detected Non -Fibrous Material 100% Painted Texture, Beige/ White, Homogeneous LAYER None Detected Cellulose Fiber 10% Wallboard, Brown/White, Homogeneous Fibrous Glass <1 Non -Fibrous Material 90% And Phung Analyst Scott VVard, Ph.D. Lab Director This report relates only to the materials tested. This report Is for the exclusive use of the addressed client and shall not be reproduced except In full, without written approval by J e Resources, Inc T e). samples are analyzed according to Me methods listed above and are subject to the inherent limitations of PLM and mteherence of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size and distribution . Asbestos maybe detected in concentrations of Y% by area if sufficient material is analyzed Je recommends TEM confirmation of sous, vermiculite and non Mable organically bound materials (NOB) reported as None Detected or < 1 % Asbestos by PLM. At samples received in good condition unless otherwise noted This reportshall not be used to claim pm duct approval tornado on or endorsement by N VLAP, NIST or any agency of the federal government NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 1 of 3 J3 Resources, Inc. ° 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 resources, inc. J3Resources.com Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) APPx E Sub E 40 CFR 763 / EPA 600/R-93/116 J3 Order#: JH2O116642 Kurt Pierce Project #: 3287.977 Farmer Environmental Group, LLC Date Received: 07 -Jan -2020 8120 Sheridan Blvd., Ste. A306 Date Analyzed: 07 -Jan -2020 Westminster CO 80003 Date Reported: 09 -Jan -2020 Wells Fargo BE# 198377 - 3900 Wadsworth Blvd, Wheatridge, CO Asbestos Non -Asbestos Sample ID # Sample Description Constituents Constituents 823005 LAYER1 None Detected Non -Fibrous Material 100% Painted Texture, Beige/White, Homogeneous LAYER None Detected Cellulose Fiber 10% Wallboard, Brown/White, Homogeneous Fibrous Glass of Non -Fibrous Material 90% 823006 LAYER1 None Detected Non -Fibrous Material 100% Cove Base, Brown, Homogeneous LAYER None Detected Non -Fibrous Material 100% Mastic, Tan, Homogeneous 823007 LAYER1 None Detected Non -Fibrous Material 100% Cove Base, Brown, Homogeneous LAYER None Detected Non -Fibrous Material 100% Mastic, Tan, Homogeneous 823008 Carpet Mastic Yellow/ Clear None Detected Non -Fibrous Material 100% Homogeneous 823009 Carpet Mastic, Blue/ Clear None Detected Non -Fibrous Material 100% Homogeneous 823010 LAYER1 None Detected Non -Fibrous Material 100% FloorTile, Beige, Homogeneous LAYER None Detected Non -Fibrous Material 100% Mastic, Yellow, Homogeneous 823011 LAYER1 None Detected Non -Fibrous Material 100% FloorTile, Beige, Homogeneous LAYER None Detected Non -Fibrous Material 100% Mastic, Yellow, Homogeneous And Phung Analyst Scott VVard, Ph.D. Lab Director This report relates only to the materials tested This report Is for the exclusive use of the addressed client and shall not be reproduced except full, wltlrouf written approval by J e Resources, Inc T3) samples are analyzed according to Me methods listed above and are subleC th the inherent limitations of PLM and mteherence of matrix components. Reporting limit forthe above method is a function of the quantity of sample analyzed matrix interference, sample preparation, fiber size and distribution . Asbestos may be detected in concentrations of Y% by area if sufficient material is analyzed Je recommends TEM confirmation of sous, vermiculite and non Mable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condition unless otherwise noted This report shall not be used to claim product approval fornicator orendozement by NVLAP, MIST or any agency ofthe federal government NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 2 of 3 J3 Resources, Inc. ° 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 resources, inc. J3Resources.com Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) APPx E Sub E 40 CFR 763 / EPA 600/R-93/116 J3 Order#: JH2O116642 Kurt Pierce Project #: 3287.977 Farmer Environmental Group, LLC Date Received: 07 -Jan -2020 8120 Sheridan Blvd., Ste. A306 Date Analyzed: 07 -Jan -2020 Westminster CO 80003 Date Reported: 09 -Jan -2020 Wells Fargo BE# 198377 - 3900 Wadsworth Blvd, Wheatridge, CO Asbestos Non -Asbestos Sample ID # Sample Description Constituents Constituents 823012 LAVER1 None Detected Non -Fibrous Material 100% FloorTile, Beige, Homogeneous LAYER None Detected Cellulose Fiber 2% Mastic, Black, Homogeneous Non -Fibrous Material 98% 823013 LAVER1 None Detected Non -Fibrous Material 100% FloorTile, Beige, Homogeneous LAYER None Detected Cellulose Fiber 2% Mastic, Black, Homogeneous Non -Fibrous Material 98% And Phung Analyst Scott VVard, Ph.D. Lab Director This report relates only to the materials tested. This report Is for the exclusive use of the addressed client and shall not be reproduced except In full, without written approval by J e Resources, Inc 0 e). Samples are analyzed according to Me methods listed above and are subject to the inherent limitations of FLM and mteherence of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size and distribution . Asbestos maybe detected in concentrations of Y% by area if sufficient material is analyzed Je recommends TEM confirmation of sous, vermiculite and non Mable organically bound materials (NOB) reported as None Detected or < 1 % Asbestos by FLM. At samples received in good condition unless otherwise noted This reportshall not be used to claim pm duct approval forbear on or endorsement by N VLAF, NIST or any agency of the federal government NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 3 of 3 CORPORATE OFFICE 4125 FAIRWAY DRIVE SUITE 130 CARROLLTON, TEXAS 75010 G o Project No. j�LB'7. fq7 Asbestos Chain of Custody Form Project Name and Location: ?100 t,J .w ZWk I QJV0s-&� vez Page: _1_of _ Client oar Inspection Date: 1-0'J G G No. of Samples Collected: y Inspection Time: !Mail to: Austin F- Carrollton Analysis: PLMlTEM Positive Stop:CYes (ANO Denver F' Asbestos Inspector License # jl Positive stop floor file and mastic when hot are positive C lec d by: Turnaround5-bay 3 -Day 24 -Hour Immediate Submitted by: J'LAB USE ONLY �} Analyst Notes: Receive y: Date Received: L{ {�-D&� Laboratory Houston Tylert r C II. a ♦1n, 4125 Fairway Drive, Ste. 130 Carrollton, Texas 75010 Toll -Free: 1.888.811.5392 Office: 972.390.8014 Fax 214.644.1813 Project No. Chain of Custody Record for Bulk Samples Page: —of — APPENDIX B BULK SAMPLE LOCATION DRAWING 10111561 a no &M M B 23007 B 23002 B 23008, B 23010 & B 23012 23006 B 23011 & B 23013 B304 ,/ B 23005 B 23009 B 23003 Sample Location Drawing 3900 Wadsworth Boulevard Wheatridge, Colorado BE 198377 January 3, 2020 Kurt A. Pierce #14063 APP=III PHOTOGRAPHIC DOCUMENTATION ASBESTOS CONTAINING BUILDING MATERIALS INSPECTION Wells Fargo — Safeway Wheat Ridge BE#198377 3900 Wadsworth Boulevard, Wheat Ridge, Colorado 80033 Photo 1: Exterior view of the Wells Fargo facility, located at Safeway Wheatridge, Wheat Ridge, Colorado Photo 3: View of Baseboard Adhesive (HA -2) Photo 5: View of Upper Layer of Floor Tile (HA -4) Photo 2: View of Texture (Smooth) on Drywall (Gypsum Board) (HA -1) Photo 4: View of Carpet Square Glue (HA -3) Photo 6: View of Lower Layer of Floor Tile w/ Black Mastic (HA -5) Project No. 3287.977 1 Farmer Environmental Group, LLC APPENDIXN CDPM CERTIFICATIONS G) m11 C N u Ln C N i k.0v O 4J N Q 00 EN t QQ O + U �Z Ln 0 LO LO - > +u- O a c ca Ln fl_ LO 6 < ti } U �m N O ro O O U E 0 u bD C } C Ll Cl LU u U o m LO 2i M � .9 _z z fi7 williol fl r 0 U L40 F— 4-1 N V O Z .� Q O 4 ` ) v O L- 0N N N w= U U N U a IT W W W WIT r O v�-'j O V Q � tip Ln d' V wL V O _0 U O U W i v �� (B ^ 4— QUl 4-+ z� Q0 C)'— o . -J cz _ o o <<. W � Q L t/1 V L- bvn ZZ t, qp U LV LO O C: o' L✓ 0 ' : an m b.0U +' w U co W O V v 0 V X • i7 (ir s.. 3 Paz u i DEMOLITION GENERAL NOTES I PROJECT TEAM 1. FINISHES IN EXISTING AREAS TO REMAIN, UNO. 2. PROTECT ALL EXISTING FINISHES DURING DEMOLITION. 3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL WLLL AKUU I L NAN I FAC L WH EATRI DG EFINISHES TO REMAIN FROM DAMAGE DUE TO CONSTRUCTION AND IMPROVEMENT. 4. PATCH AND REPAIR ALL EXISTING DAMAGED DURING DEMOLITION AND WHEN CONNECTING TO NEW. 5. ALL ACCESSIBLE ABANDONED CONDUIT AND CABLE SHALL BE REMOVED FROM THE PROJECT AREA. 6. CONTRACTOR TO REMOVE EXISTING FLOORING AND .... Rv WOTYCIPLIP 60 P GI-IEGK$TANDS LL NEW FLOORING Maam -81RAYM PATCH FLOOR AS REQUIRED TO INSTALL �rcctn 11"M c� pme TW) `wear —--------------------- __IN AREAS OF NEW CONSTRUCTION. -- -- - — — — 6AIQ3tY-018FLAY- --— DELI `''o• ----- — -__., re aA 6.,m' 7. CONTRACTOR IS TO SALVAGE ALL DEMOLISHED DOORS, V BAKE D9PLAY TI4s CUSTOMER-LNLQAD REYNOLD6 RT -17 CMCKBTAND - WLAMNATE IN WW COLOR urTMJS FRAMES, HARDWARE, GLAZING, LIGHTS, ETC. AS BASK BWJD_ -� r" r bREQUIRED BY OWNER. IP. wA LI AM k, IVIlV\IIVIUIVI LAI I P\\—\—LJJ TRAVEL DISTANCE, 84'< 250' REQUIRED - Fl-] CODE PLAN 3/32" = 1'-0" _11+ a�' 4N.,: ,�; ail'.' ►fir;. tir; .33 .74 J 1: [DEMOLITION • NOTES Fr)] DEMOLITION FLOOR PLAN 1/4" = 1'-0" STORAGE 00 **X n to -00 � D8 O � 0L R4 II\ /II II\ /II /II N7 -----1=— �_ 1= - D6 L11 Ll F- r r r r r r r / D8 D8 ( ) / / I 1 _ 1-- -- —/ EXISTING OFFICE L' � —4 Dg r 06 _ EXISTING BANK CUSTOMER r FF— —7T -7� I I I I SERVICE SPACE 1 17 n DEMOLITION RCP 1/4' = 1'-0" D1 DEMOLISH EXISTING WALLS. D2 REMOVE EXISTING DOOR. SALVAGE PER LANDLORD PROJECT DESCRIPTION AND/OR TENANT. D3 REMOVE EXISTING FLOORING D4 EXISTING ELECTRICAL PANEL TO REMAIN. D5 REMOVE ALL EXISTING FURNITURE. RETURN TO FIRE PROTECTION PREVIOUS TENANT. D6 REMOVE EXISTING CEILING GRID, TILES AND ALL ACCESSIBILITY LIGHTS. SALVAGE PER OWNER. D7 DEMO. EXISTING SOFFIT. D8 REMOVE ALL EXISTING DIFFUSERS AND RETURN GRILLES. RE: RCP FOR NEW LOCATIONS. ALL EXISTING DUCTS TO REMAIN. D9 EXISTING CEILING GRID, TILE AND LIGHTS JUST OUTSIDE PROJECT SPACE TO REMAIN. R3 R3 R4 R3 R N R N R N R3 R3 STORAGE R3 R R3 R N R3 R Rl N R R3 / N L L/ /A D1 DEMOLISH EXISTING WALLS. D2 REMOVE EXISTING DOOR. SALVAGE PER LANDLORD PROJECT DESCRIPTION AND/OR TENANT. D3 REMOVE EXISTING FLOORING D4 EXISTING ELECTRICAL PANEL TO REMAIN. D5 REMOVE ALL EXISTING FURNITURE. RETURN TO FIRE PROTECTION PREVIOUS TENANT. D6 REMOVE EXISTING CEILING GRID, TILES AND ALL ACCESSIBILITY LIGHTS. SALVAGE PER OWNER. D7 DEMO. EXISTING SOFFIT. D8 REMOVE ALL EXISTING DIFFUSERS AND RETURN GRILLES. RE: RCP FOR NEW LOCATIONS. ALL EXISTING DUCTS TO REMAIN. D9 EXISTING CEILING GRID, TILE AND LIGHTS JUST OUTSIDE PROJECT SPACE TO REMAIN. FLOOR PLAN GENERAL NOTES 1. CONTACT THE ARCHITECT FOR DIMENSIONS NOT SUPPLIED. DO NOT SCALE DRAWINGS. 2. ALL DIMENSIONS ARE TO FINISH FACE OF DRYWALL, UNLESS NOTED OTHERWISE. 3. GENERAL CONTRACTOR, ARCHITECT, AND MILLWORKER TO CONFIRM ALL DIMENSIONS IN FIELD. 4. ALL MATERIALS ARE ASSUMED TO BE NEW UNLESS OTHERWISE NOTED. 5. CONTRACTOR TO LEVEL FLOOR AS REQUIRED TO INSTALL NEW FINISHES. 6. ALL PAINTED WALL SURFACES ARE TO BE PAINTED WITH TWO COATS OF PAINT AND ONE COAT OF PRIMER ON ALL NEW WALLS. ALL AREAS IN WHICH ANY ALTERATION OR CONSTRUCTION IS REQUIRED AS SHOWN ON PLAN WILL RECEIVE ONE COAT TINTED PRIMER AND ONE OR TWO FINISH COATS OF PAINT TO ACHIEVE UNIFORM FINISH. 7. FLAME SPREAD: ALL FINISH MATERIALS AND ASSEMBLIES ATTACHED TO INTERIOR WALLS OF EXIT ENCLOSURES TO BE CLASS B OR BETTER. FINISH MATERIALS AT ALL OTHER INTERIOR WALLS TO BE CLASS C OR BETTER. FLOOR PLAN KEY NOTES 1 NEW FLOORING PER OWNER. 2 NEW PAINT PER OWNER. RCP GENERAL NOTES: 1. ALL EXISTING CEILING GRID AND TILE TO REMAIN, UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO CONFIRM DUCTS AND OTHER OBSTRUCTIONS AND NOTIFY ARCHITECT. 3. ALL ADJACENT MULTIPLE LIGHT SWITCHES AND CONTROLS TO BE GANGED WITH SINGLE COVER PLATE, WITH LABELS. 4. ALL ELECTRICAL SWITCHES TO NEW LIGHT FIXTURES TO BE REPLACED, RE: ELEC. DWGS.. 5. FIRE PROTECTION PLAN: THE CONTRACTOR SHALL EMPLOY A LICENSED FIRE PROTECTION ENGINEER TO PREPARE COMPLETE FIRE ALARM CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL RELOCATE AND PROVIDE NEW FIRE ALARM DEVICES AS DETERMINED BY THE FIRE PROTECTION ENGINEER. PROVIDE ALL ADDITIONAL EQUIPMENT (ZONE CARDS, POWER SUPPLIES, ETC.) REQUIRED FOR A COMPLETE AND OPERATIONAL FIRE ALARM SYSTEM IN COMPLIANCE WITH LOCAL JURISDICTION. THE HORN/STROBE UNITS SHALL SOUND ON ANY ALARM. HORNS SHALL BE CAPABLE OF BEING SILENCES WITHOUT DEACTIVATING STROBES. THE CONTRACTOR SHALL PROVIDE AND SUBMIT TO THE LOCAL JURISDICTION THE COMPLETE SHOP DRAWINGS STAMPED AND SIGNED BY THE LICENSED FIRE PROTECTION ENGINEER. RC KEY Y NOTES VICINITY MAP L City of Wheat RRidd e - PROJECT COMMUNITY DEVELOPMENT LOCATIO APPROVED Reviewed for Code Comaliance Steven Peck 9/24/2020 Plans Examiner Date Validity of eetmlt: The issuance of o perm* a opprovW of pkns specifiaomm and computation shaN rot be a permit for, or on opprovot of, ony vroronon m any of the prov/s/ons of the burding code or of oW City ordinates. Permits presuming to gh2 outhority to v olote or cancel the previsions of the 60ft coda or other ordtnoaoes of the city SW not be VVIA SHEET INDEX A1.0 CODE, PROJECT INFO. DEMO, FLOOR AND RCP PLANS E1.0 ELECTRICAL I PROJECT INFORMATION PROJECT ADDRESS 3900 WADSWORTH BLVD., WHEATRIDGE, CO 80033 JURISDICTION CITY OF WHEATRIDGE PROJECT DESCRIPTION CONVERTING EXISTING RETAIL TO AN OPEN STORAGE TOTAL SQUARE FOOTAGE SPACE TO BE USED BY THE SAFEWAY GROCERY STORE APPLICABLE CODES BUILDING: 2018 IBC, 2018 IEBC FIRE RATING PLUMBING: 2018 IPC FIRE PROTECTION MECHANICAL: 2018 IMC MEANS OF EGRESS ELECTRICAL: 2017 NEC ACCESSIBILITY FIRE: 2018 IFC FUEL GAS: 2018 IFGC ENERGY: 2018 IECC ACCESSIBILITY: 2009 ICC/ ANSI 117.1 R1 NEW 2 X 4 SUSPENDED CEILING GRID AND TILE TO MATCH EXISTING IN TYPE AND COLOR JUST OUTSIDE PROJECT SPACE. R3 NEW SUPPLY AND RETURN DIFFUSER GRILLES. RELOCATED FROM EXISTING CEILING. DASHED C- LINES INDICATE EXISTING LOCATION. R4 EXISTING SOFFIT AND WALL TO REMAIN. PAINT PER OWNER. BUILDING CODE SUMMARY BUILDING OCCUPANCY M, MERCANTILE CONSTRUCTION TYPE III -B PER 2003 IBC PROJECT OCCUPANCY MERCANTILE, STORAGE, STOCK, SHIPPING AREA TOTAL SQUARE FOOTAGE 477 SF TOTAL OCCUPANT LOAD 477/ 300 = (1.59) 2 OCCUPANTS FIRE RATING N/A FIRE PROTECTION 0 AUTOMATIC SPRINKLER SYSTEM - EXISTING, G.C. TO RECONFIGURE AS REQUIRED. • EXISTING VISUAL AND AUDIBLE ALARMS TO BE RECONFIGURED PER NEW LAYOUT. MEANS OF EGRESS 0 INDICATED IN PLAN. ACCESSIBILITY 0 THE SPACE IS ON AN ACCESSIBLE LEVEL. WALL TYPE LEGEND EXISTING WALL RCP LEGEND: DEMOLISHED WALL NEW WALL o (E) PENDANT FIXTURE. TO BE REMOVED. 0 (E) RECESSED CANS. TO BE REMOVED. 2 X2 FLUORESCENT LIGHT FIXTURE 2 X4 FLUORESCENT LIGHT FIXTURE MECHNICAL RETURN ., II F-1 MECHANICAL SUPPLY DIFFUSER ON SITE PLANS I E EXISTING MUST BE ON SITE FOR INSPECTION N NEW ALL Prolacts are R RELOCATED n ions FLOOR PLAN REFLECTED CEILING PLAN 4 1/4" = 1'-0" 1/4" = 1'-0" aaKar AAKAR ARCHITECTS, INC. T. 303.807.1048 W. aakararchitects.com E. ditsa@aakararchitects.com r CGtO9� All ITSISO A Oo�A O U ` 4000-3 4'r c p ARG ARCHITECT/ CONSULTANT STAMP All work shall comply with 2018 IRC 2018 IBC 2020 NEC City of Wheat Ridge Amendments WELLS FARGO TENANT SPACE - WHEATRIDGE 3900 WADSWORTH BLVD. CO 80033 Project No.: 2020 4602 Drawn By: AA Checked By: AA ISSUE NO. ISSUE ISSUE DATE 1 CLIENT REVIEW 09.02.2020 2 BACKGROUNDS 09.02.2020 3 PERMIT & CONSTRUCTION 09.16.2020 THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBYARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. Sheet Title CODE, PROJECT INFO. DEMO, FLOOR AND RCP PLANS Sheet No: A1.0 1s( COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 3900 WADSWORTH BLVD Colorado Brent Papesh Wheatridge, Colorado 80033 HUTCH ISON-PAPESH ENGINEERING CORP. Additional Efficiency Package(s) 13986 W. Bowles Ave., Ste 102 Littleton, Colorado 80127 brent@hutchengineering.com 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 # (ft2) Watts / ft2 Watts 1 -Common Space Types:Storage >=50 - <=1000 sq.ft. 477 0.41 196 & Req.ID Total Allowed Watts = 196 Proposed Interior Lighting Power ISPARE A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) reduction controls have a manual ❑Does Not Fixture Fixture Watt. 1 -Common Space Types:Storage >=50 - <=1000 sq.ft. 1, LED: A: 2X4: Other: 2 6 30 180 a reasonably uniform illumination❑Not Applicable Total Proposed Watts = 180 Interior Lighting PASSES: Design 8% better than code Lighting Compliance C405.2.1, Statement C405.2.1. 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 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. lounges/breakrooms, enclosed offices, I❑Not Applicable COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the CONIcheck 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 # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans, specifications, and/or❑Complies [PR4]1 calculations provide all information ❑Does Not :with which compliance can be determined for the interior lighting "NOT:Observable and electrical systems and equipment ❑Not Applicable 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: Section V A CIRCUITPHASE BKR A FIB I C # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID 0 20 ISPARE C405.2.2. Spaces required to have light- ;❑Complies 2 reduction controls have a manual ❑Does Not [EL22]1 control that allows the occupant to ❑Not Observable 1, reduce the connected lighting load in ❑Not Observable a reasonably uniform illumination❑Not Applicable lighting. See code section C405.2.3 pattern >= 50 percent. C405.2.1, Occupancy sensors installed in ;❑Complies C405.2.1. classrooms/lecture/training rooms, ❑Does Not 1 conference/meeting/multipurpose ❑Not Observable', [EL18]1 rooms, copy/print rooms, I❑Not Observable lounges/breakrooms, enclosed offices, I❑Not Applicable Separate lighting control devices for open plan office areas, restrooms, [EL26]1 storage rooms, locker rooms, Not warehouse storage areas, and other lighting plans. spaces <= 300 sqft that are enclosed C408.2.5. by floor -to -ceiling height partitions. El Not Applicable j Reference section language Additional interior lighting power C405.2.1.2 for control function in [EL27]1 warehouses and section C405.2.1.3 ❑Does Not for open plan office spaces. C405.2.1. Occupancy sensors control function in ;❑Complies 2 warehouses: In warehouses, the:❑Does Not [EL19]1 lighting in aisleways and open areas .I's ; Observable' Exit signs do not exceed 5 watts per❑Complies controlled with occupant sensors that❑Not automatically reduce lighting power ❑Not Applicable [EL6]1 by 50% or more when the areas are :❑Does Not unoccupied. The occupant sensors 20 control lighting in each aisleway SPARE independently and do not control El Not Applicable j lighting beyond the aisleway being 1 20 controlled by the sensor. C405.2.1. Occupant sensor control function in❑Complies 3 open plan office areas: Occupant :❑Does Not [EL20]1 sensor controls in open office spaces ❑Not Observable HEAT PUMP >= 300 sq.ft. have controls 1) '❑Not 30/3 Applicable I configured so that general lighting can PP e 20 be controlled separately in control zones with floor areas <= 600 sq.ft. / within the space, 2) automatically turn 20 off general lighting in all control zones within 20 minutes after all occupants / have left the space, 3) are configured 20 so that general lighting power in each MAIN CIRCUIT BREAKER control zone is reduced by >= 80% of (N) the full zone general lighting power X within 20 minutes of all occupants leaving that control zone, and 4) are (N) configured such that any daylight - responsive control will activate space general lighting or control zone / general lighting only when occupancy - for the same area is detected. C405.2.2, Each area not served by occupancy ;❑Complies C405.2.2. sensors (per C405.2.1) have time- :❑Does Not 1, switch controls and functions detailed❑Not Observable erval C405.2.2. 2 in sections C405.2.2.1 and C405.2.2.2. I❑Not Applicable [EL21]z 0 Section V A CIRCUITPHASE BKR A FIB I C # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID 0 20 ISPARE C405.2.3, Daylight zones provided with IOComplies C405.2.3. individual controls that control the ❑Does Not 1, lights independent of general area ❑Not Observable C405.2.3. lighting. See code section C405.2.3 ❑Not Applicable 2 [EL23]2 Daylight -responsive controls for applicable spaces, C405.2.3.1 Daylight, ;❑Complies ;See the interior Lighting fixture schedule for values. [FI18]1 responsive control function and I❑Does Not RECEPTACLES section C405.2.3.2 Sidelit zone. I❑Not Observable C405.2.4 Separate lighting control devices for I❑Complies [EL26]1 specific uses installed per approved❑Does Not 0 lighting plans. ,[-]Not Observable C408.2.5. Furnished as -built drawings for❑Complies El Not Applicable j C405.2.4 Additional interior lighting power ❑Complies [EL27]1 allowed for special functions per the ❑Does Not (N) approved lighting plans and is I❑Not Observable! C408.3 automatically controlled and separated from general lighting. Not Applicable C405.3 Exit signs do not exceed 5 watts per❑Complies Not [EL6]1 face. :❑Does Not 0 20 ❑Not Observable: SPARE El Not Applicable j Additional Comments/Assumptions: Section V A CIRCUITPHASE BKR A FIB I C # Final Inspection Complies? Comments/Assumptions & Req.ID 0 20 ISPARE C303.3, Furnished O&M instructions for❑Complies 20 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 I❑Does Not RECEPTACLES is shown on the approved lighting I❑Not Observable 0 plans, demonstrating proposed watts ,-+ , i ,-+ , - are less than or equal to allowed ;❑Not Applicable 0 watts, SPARE C408.2.5. Furnished as -built drawings for❑Complies 20 1 electric power systems within 90 days UDoes Not [1`I16]3 of system acceptance. j❑Not Observable: (N) 20 180 :El Not Applicable C408.3 Lighting systems have been tested to❑Complies 20 [FI33]1 ensure proper calibration, adjustment,❑Does Not I II programming, and operation. ❑Not Observable 0 20 :E1 Not Applicable Additional Comments/Assumptions: RE -CONNECT TO EXISTING 277V, COMMON AREA RELAY -CONTROLLED LIGHTING CIRCUIT AND CONTROL - FUNCTION. (PANEL "HPA" LOCATED IN STOCKROOM - FIELD VERIFY) REMOVE ALL EXISTING DOWNLIGHTS, 2X2 TROFFERS AND PENDANTS THIS AREA. TYP. NEW FLUORESCENT 12 -CELL PARABOLIC FIXTURE WITH (2)15W LED RETROFIT LAMPS. 277V. MATCH COLOR TEMP OF EXISTING STORE FIXTURES. LIGHTING PLAN_ SCALE: 1/4"=1'41 GENERAL NOTES 1. REFER TO THE ARCHITECTURAL PLANS FOR NOTES, DETAILS, MOUNTING HEIGHTS AND MILLWORK CIRCUITRY ROUTES IN ARCH. ELEVATIONS, LIGHTING SCHEDULES, ETC. FOR ADDITIONAL WORK AND CLARIFICATIONS, PRIOR TO ROUGH -IN. ALL WORK SHALL BE IN ACCORDANCE TO BUILDING MANAGEMENT REQUIREMENTS FOR CONSTRUCTION AND WITH ADJACENT OCCUPIED TENANTS. 3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND ALLOW FOR THESE CONDITIONS. REPORT CONFLICTS AND DISCREPANCIES TO ENGINEER. PROVIDE ELECTRICAL INSTALLATIONS AND MATERIALS TO MATCH BASE BUILDING. COORDINATE ALL REQUIREMENTS WITH OWNER / LANDLORD. 4. PROVIDE LIGHTING SWITCHING, AT THE LOCATIONS AS DIRECTED BY ARCHITECT AND THESE DRAWINGS. VERIFY GANGING REQUIREMENTS AND FINISHES. 5. REFER TO THE MECHANICAL PLANS FOR LOCATIONS, NOTES FOR CONTROLS AND ANY ADDITIONAL WORK. PROVIDE POWER SUPPLIES TO DAMPERS, ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER MECH NOTES. 6. PROVIDE GFI 120 VOLT OUTLETS WITHIN 6' OF WATER SERVICE AND/OR SINKS AND AS PER NEC. 7. E.C. MUST VERIFY LOCATIONS OF ALL POWER AND DATA DEVICES WITH TENANT PRIOR TO ROUGH -IN, SUBJECT TO RELOCATION BY TENANT 8. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY DEMOLITION THIS SCOPE. 9. COORDINATE ALL POWER SHUT -DOWNS WITH BUILDING MANAGEMENT. 10. CONTRACTOR MAY RELOCATE/ RE -USE DEVICES REMOVED DURING DEMOLITION AS LONG AS DEVICE IS NOT DAMAGED. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BY THE BUILDING'S SYSTEM SUPPLIER / TECHNICIAN. NOTE THAT ANY EXISTING DEVICES IN THIS SPACE WILL REQUIRE DEMO / RELOCATION. REFER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY MECH., INSTALLED BY E.C.) FOR SYSTEM COMPATIBILITY. ENSURE TEST STATIONS AND REMOTE LIGHTS AS REQUIRED. NO NEW LOAD OR CIRCUIT BREAKERS ADDED THIS PANEL PANEL "WF" 2081120 VOLTS, 3 PHASE, 4 WIRE 225 AMPS 10OA3P M.C.B. EXISTING U.O.N. (BOLD), SURFACE CUTLER AIC: 10,000 NOTES: MAX 30A KVA THIS PANEL 1 IIIIIII IIIIIIIIIII�Iit I IIIIIII IIIIIIIIIIIIII I (IIIIIII I i t (III • is ELECTRICALIIII Ii 303,973,9779 303.973.9759 CIRCUIT DESCRIPTION V A CIRCUITPHASE BKR A FIB I C CIRCUIT V I BK R A CIRCUIT DESCRIPTION SPARE 0.0 20 0 20 ISPARE SPARE 0.0 20 0 20 SPARE SPARE 7.9 20 0 20 SPARE SPARE 0.0 20 0 20 SPARE RECEPTACLES 720 20 0 -+, i ,-+ , i ,-+ , - ,-+ , i 20 0 20 SPARE RECEPT NEAR PANEL 180 20 0 X (N)X RECEPT NEAR PANEL 180 20 (N) 20 180 RECEPT NEAR PANEL - (N) 20 0 20 ALARM I II II II II II 0 20 ISPARE SPARE 20 10 1 20 SPARE ROOF RECEPTACLE 180 STORAGE 0 20 SPARE HEAT PUMP 2102 30/3 0 20 SPARE 2102 / 0 20 SPARE El / 0 20 SPARE MAIN CIRCUIT BREAKER - (N) 0 X (N) - (N) 0 - SPACE - / 0 - SPACE SPACE - 0 - SPACE SPACE (R) 0 - I ISPACE SPACE - 0 - I ISPACE TYP. NEW FLUORESCENT 12 -CELL PARABOLIC FIXTURE WITH (2)15W LED RETROFIT LAMPS. 277V. MATCH COLOR TEMP OF EXISTING STORE FIXTURES. LIGHTING PLAN_ SCALE: 1/4"=1'41 GENERAL NOTES 1. REFER TO THE ARCHITECTURAL PLANS FOR NOTES, DETAILS, MOUNTING HEIGHTS AND MILLWORK CIRCUITRY ROUTES IN ARCH. ELEVATIONS, LIGHTING SCHEDULES, ETC. FOR ADDITIONAL WORK AND CLARIFICATIONS, PRIOR TO ROUGH -IN. ALL WORK SHALL BE IN ACCORDANCE TO BUILDING MANAGEMENT REQUIREMENTS FOR CONSTRUCTION AND WITH ADJACENT OCCUPIED TENANTS. 3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND ALLOW FOR THESE CONDITIONS. REPORT CONFLICTS AND DISCREPANCIES TO ENGINEER. PROVIDE ELECTRICAL INSTALLATIONS AND MATERIALS TO MATCH BASE BUILDING. COORDINATE ALL REQUIREMENTS WITH OWNER / LANDLORD. 4. PROVIDE LIGHTING SWITCHING, AT THE LOCATIONS AS DIRECTED BY ARCHITECT AND THESE DRAWINGS. VERIFY GANGING REQUIREMENTS AND FINISHES. 5. REFER TO THE MECHANICAL PLANS FOR LOCATIONS, NOTES FOR CONTROLS AND ANY ADDITIONAL WORK. PROVIDE POWER SUPPLIES TO DAMPERS, ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER MECH NOTES. 6. PROVIDE GFI 120 VOLT OUTLETS WITHIN 6' OF WATER SERVICE AND/OR SINKS AND AS PER NEC. 7. E.C. MUST VERIFY LOCATIONS OF ALL POWER AND DATA DEVICES WITH TENANT PRIOR TO ROUGH -IN, SUBJECT TO RELOCATION BY TENANT 8. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY DEMOLITION THIS SCOPE. 9. COORDINATE ALL POWER SHUT -DOWNS WITH BUILDING MANAGEMENT. 10. CONTRACTOR MAY RELOCATE/ RE -USE DEVICES REMOVED DURING DEMOLITION AS LONG AS DEVICE IS NOT DAMAGED. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BY THE BUILDING'S SYSTEM SUPPLIER / TECHNICIAN. NOTE THAT ANY EXISTING DEVICES IN THIS SPACE WILL REQUIRE DEMO / RELOCATION. REFER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY MECH., INSTALLED BY E.C.) FOR SYSTEM COMPATIBILITY. ENSURE TEST STATIONS AND REMOTE LIGHTS AS REQUIRED. NO NEW LOAD OR CIRCUIT BREAKERS ADDED THIS PANEL PANEL "WF" 2081120 VOLTS, 3 PHASE, 4 WIRE 225 AMPS 10OA3P M.C.B. EXISTING U.O.N. (BOLD), SURFACE CUTLER AIC: 10,000 NOTES: MAX 30A KVA THIS PANEL 1 IIIIIII IIIIIIIIIII�Iit I IIIIIII IIIIIIIIIIIIII I (IIIIIII I i t (III • is ELECTRICALIIII Ii 303,973,9779 303.973.9759 CIRCUIT DESCRIPTION V A CIRCUITPHASE BKR A FIB I C CIRCUIT V I BK R A CIRCUIT DESCRIPTION SPARE 0.0 20 0 20 ISPARE SPARE 0.0 20 0 20 SPARE SPARE 7.9 20 0 20 SPARE SPARE 0.0 20 0 20 SPARE RECEPTACLES 720 20 0 20 SPARE SPARE 0.0 20 0 20 SPARE RECEPT NEAR PANEL 180 20 0 20 180 RECEPT NEAR PANEL RECEPT NEAR PANEL 180 20 0 20 180 RECEPT NEAR PANEL SPARE 20 0 20 ALARM SPARE 20 0 20 ISPARE SPARE 20 10 1 20 SPARE ROOF RECEPTACLE 180 20 0 20 SPARE HEAT PUMP 2102 30/3 0 20 SPARE 2102 / 0 20 SPARE 2102 / 0 20 SPARE MAIN CIRCUIT BREAKER - 100/3 0 - SPACE - / 0 - SPACE - / 0 - SPACE SPACE - 0 - SPACE SPACE - 0 - I ISPACE SPACE - 0 - I ISPACE PHASEA PHASEB PHASEC 2.5 1 3.2 2.3 TOTAL kVA:1 9.5 TOTAL AMPS: 1 26.4 REMOVE POWER AND DATA DEVICES IN MILLWORK SCHEDULED FOR DEMO. TYP. OF 4. OF PANEL IS MAINTAINED. POWER PLAN_ SCALE: 1/4"=1'41 WF CONN. kVA DEMAND % DEMAND kVA LIGHTING 0.0 125 0.0 RECEPTACLE LOADS < 10 kVA 1.6 100 1.6 RECEPTACLE LOADS > 10 kVA 0.0 50 0.0 LARGEST MOTOR LOAD 6.3 125 7.9 MOTOR LOADS 0.0 100 0.0 HEAT 0.0 100 0.0 MISCELLANEOUS LOAD 2 0.0 100 0.0 MISC DED CIRCUITS 0.0 100 0.0 MISCELLANEOUS LOAD 4 0.0 100 0.0 TOTAL kVA:1 9.5 TOTAL AMPS: 1 26.4 REMOVE POWER AND DATA DEVICES IN MILLWORK SCHEDULED FOR DEMO. TYP. OF 4. OF PANEL IS MAINTAINED. POWER PLAN_ SCALE: 1/4"=1'41 WF ,E FEED TO FURNITURE SYSTEM / ATM MACHINE. FIELD VERIFY FEED LOCATION. PARTIAL EXISTING_ ELECTRICAL ONE LINE DIAGRAM I�MNLN°' In W ONS W Z WW 0 Q- DDM W a�Z� Q0 a JWQM IL 0 <O L. lZ E U�wo WJ0) ❑�WJ°� 0 W Ul _ o I °C W 9Z M Z � U W _J 0) [ 0 W M 0 M I W 0 rJ> Qa REG/ PL P 43330 • ss�GNAL����G UJ U 0< Cly O z m Q = U z w LU 0 F. O M 3 O U) M Q LU O O V M LU 3�: DRAWN: HPE CHECKED: MJH / BAP DATE: 09.16.2020 REVISIONS: City of Wheat Ridge Building Division ISSUED FOR: PERMIT & CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 0 KV � ; LOAD REDUCTION NOTE: I T I -0 TOTAL ELECTRICAL LOAD o L J7 REDUCED BY 4468 VA THROUGH T 10OA3P M. B DEMOLITION THIS SCOPE. Q0 o�- o LO /EXISTING 2500A, 480/277V, 3PH, 4W MAIN DISTRIBUTION CENTER ,E FEED TO FURNITURE SYSTEM / ATM MACHINE. FIELD VERIFY FEED LOCATION. PARTIAL EXISTING_ ELECTRICAL ONE LINE DIAGRAM I�MNLN°' In W ONS W Z WW 0 Q- DDM W a�Z� Q0 a JWQM IL 0 <O L. lZ E U�wo WJ0) ❑�WJ°� 0 W Ul _ o I °C W 9Z M Z � U W _J 0) [ 0 W M 0 M I W 0 rJ> Qa REG/ PL P 43330 • ss�GNAL����G UJ U 0< Cly O z m Q = U z w LU 0 F. O M 3 O U) M Q LU O O V M LU 3�: DRAWN: HPE CHECKED: MJH / BAP DATE: 09.16.2020 REVISIONS: City of Wheat Ridge Building Division ISSUED FOR: PERMIT & CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 44" City of Wheat Ridge _A� Commercial Low Voltage PERMIT - 202002200 PERMIT NO: 202002200 ISSUED: 10/26/2020 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 10/26/2021 JOB DESCRIPTION: Remount existing smoke detectors in new ceiling - 477 sq ft total *** CONTACTS *** OWNER (303)843-7826 WHEAT RIDGE STATION LLC SUB (303)366-4905 KIRK HANCOCK 019288 ARAPAHOE FIRE PROTECTION, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2018 International Codes, 2020 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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 alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any 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 Pets Subject: Online Form Submittal: General Permit Application Date: Monday, October 26, 2020 12:59:12 PM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Commercial Residential or Commercial? Property Address 3900 Wadsworth Blvd, Wheat Ridge, CO 80033 Property Owner Name Safeway Property Owner Phone 3033664905 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email kyleh@arapahoefire.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Arapahoe Fire Protection Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) M • :: Contract Phone Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. 720-203-1222 kyleh@arapahoefire. com kyleh@arapahoefire. com Remount existing smoke detectors into new ceiling. Square footage of 477 scope of work Location of work Old Wells Fargo location inside Safeway (backyard, on roof, etc) Project Value (contract value or cost of ALL materials and labor) Upload Engineer letter, other documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. 3000.00 Field not completed. Field not completed. • •.• Drawings20200928152229 ••• •• ••• Wadsworth Blvd •• 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kyle M Haynie Permit Email not displaying correctly? View it in your browser. A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IIy,SPEC�TIOA NONCE t- %,0,5 V� Inspection Type: e- ou 5 L V" c ,_ L, , Z Job Address: 3% 0 w g o S 1. Permit Number: �?O (cl () O a I J c. -I- C� �C✓Y LkJC•t n L ,G �, A14 \Q ❑ No one available for inspection: Time VyS- AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 r Date: H1,� ' 15 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ,;-Tuu`(1Ost,_.a "< I. �0 j!) Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes lV° When corrections have been made, call for re -inspection at 303 -234 - Date: d-' LP ;)O au Inspector:10r DO NOT REMOVE THIS NOTICE J\ 1 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office s (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:. Job Address: C1 0 S Permit Number: � \ c) 0 C) ,• �- \ U 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 - Date :"''' Irl. , \A inspector: 6 DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' Job Address:�t Permit Number: ''� , i `� �} O U, ❑ 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 - Date:—; -,r., 03 -234 -Date:—; - r., <<a " Inspector: l DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4'- Job Address: j Permit Number: ❑ No one available for inspection: Time,/0 C�A_ M Re -Inspection required: Yes(: lD When corrections have been made516an fo re�ectiornat 03-234-5933 Da#® Inspe- DONOTREME THIS NOTICE i CITY OF WHEAT RIDGE Vr _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: {" ' Job Address: Permit Number: (0, C`f ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yes No When corrections have been made, call r re -inspection at 303-234-5933 Date: -5__2'4— Inspec DO NOT REM;;: THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -' �' C/ rJ 7 7 r5 Job Address: Permit Number: T ❑ 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- Date: - 03 -234 - Date: ' L` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: O Wa wo/ !7 Permit Number: ('l%qol G ❑ No one available for inspection: Time (WV AM/PM Re -Inspection required: Yes Mo) When corrections have been made, call for re -inspection at 303-234-5933 Date: I� f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPE9TIO�:,.,NOTICE Inspection Type: Job Address: Permit Number: ,'c ! c_; r, t' V. ( ❑ No one available for inspection: Time 1 U'l AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date Inspector: ®O 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: ,l '' f� > Job Address: 390d Wad t;,M61 M da% Permit Number:Gt�c� ❑ No one available for inspection: Time J } �!1 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 f Date: 4/101—Inspector: U DO NOT REMOVE THIS NOTICE City of Wh6at I�idge 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: —�qd/) Permit#: General Contractor: _DclA,f-- C"y'",�/ Electrical Sub -Contractor 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: Phone: = 25. 7V-otoO Wheat Ridge License #: ,� "�1 ,0LI% (required field) Signa ure of Authoriz gent Date' A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �k j .r; , s �,. r L 4\ Permit Number: ' Q ❑ 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: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: PA -y -A, I C, F/ \iC-) e �L V /� C Yti y ❑ No one available for inspection: Time U v1c� AM/PM Re -Inspection required: A` S, No When corrections have been made, call for re -inspection at 303-234- Date:.,S t 2 C„ Inspector: t �� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Remodel PERMIT - 201900261 "ape PERMIT NO: 201900261 ISSUED: 03/20/2019 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 03/19/2020 JOB DESCRIPTION: Interior remodel to include demo, relocation and rebuild of Starbuck's kiosk with seating and floral counter; mechanical, electrical and plumbing included; 9,250 sq ft total *** CONTACTS *** OWNER (303)843-7826 SAFEWAY GC (806)622-3100 Michael J. Scott 021350 Pioneer General Contractors SUB (720)344-1354 DAVID KERR/BRET MEYER 170690 H2O PLUMBING & HEATING, INC. SUB (970)302-2566 JACK IKENOUYE 190065 BOBS ELECTRIC DIVISION *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 188,792.00 FEES Total Valuation. 0.00 Plan Review Fee 945.46 Use Tax 3,964.63 Permit Fee 1,706.10 ** TOTAL ** 6,616.19 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Remodel PERMIT - 201900261 PERMIT NO: 201900261 ISSUED: 03/20/2019 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 03/19/2020 JOB DESCRIPTION: Interior remodel to include demo, relocation and rebuild of Starbuck's kiosk with seating and floral counter; mechanical, electrical and plumbing included; 9,250 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. t further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that".work to be pertormed� dis Jle�ed in this document and/or its' accompanying approved plans and specifications. S--2%- 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 perrmt fee. 3. If this permit expires, a new permit may be required to t 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 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. K C_'.' FOR OFFICE USE ONLY City of Date: ' �W heatR j, MUNITy DEVELOPMENT / Plan/Permit # �%� � � 0(�� 11jj0j � % Building & Inspection Services (,J V f 7500 W. 291h Ave., Wheat Ridge, CO 8003$qqs' Office: 303-235-2855 * Fax: 303-237-8929 Plan Review Fee: Inspection Line: 303-234-5933 Email: permits(a)-ci.wheatridge.co.us Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3900 Wadsworth Blvd. Wheat Ridge, CO 80033 Property Owner (please print): Safeway (Contact- Carolyn Rees) Phone: 303.843.7826 Property Owner Email: Carolyn.rees@safeway.com Tenant Name (Commercial Projects Only) Safeway- existing Property Owner Mailing Address: (if different than property address) Address: 6900 S. Yosemite St. City, State, Zip: Centennial, CO 80112 Architect/Engineer: The Dimension Group Architect/Engineer E-mail: tkinde@dimensiongrp.com Contractor Name:TBD Phone: 720.536.3180 City of Wheat Ridge License #: Phone:_ Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Lisa Myszkowski Phone: 720.536.3180 CONTACT EMAIL(please print): Imyszkowski@dimensiongrp.com 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 # Subs TBD- will get info over shortly after bids are completed. Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [[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. Work shall consiste of minor interior remodel of existing Safeway facility. Demolition of existing fixtures and cases, tile flooring in sales area, Starbucks kiosk and seating, Floral counter and associated mechanical,electrical, and plumbing work. Construction of new Starbucks kiosk, new floral counter, polished concrete flooring, new railing, new cases, relocated fictures, and new cases/fixtures, and all associated mechanical, electrical, and plumbing work as needed. New decor -b be llnTtak�cel ---, NL) ve(wik, Wk\tvlea$ vy\s, t,*c. sec Y"LS arawlvu�s th set Sq. FULF 9,250 sq. ft. BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: M Construction Type: III -B Occupancy Load: N/A Square Footage: 55,233_ Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 150,000-175,000 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 OINE: (OWNER) (CONTR4CTOR) or 4VERIZED REPRESENTATIVE) of (OWN CONTR4CTOR) Signature (first and last name): �,� Myk,yk s-ki DATE: 2.1 2.201 9 Printed Name: Lisa Myszkowski DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: L CONSTRUCTION TYPE: 111W' Reviewer. BUILDING DEPARTMENT COMMENTS: eview t i PUBLIC WORKS COMMENTS: 2f14(11 Reviewer: qIn ZSR Z� l JJ Vit$ �'�g t_ Building Division Valuation: I V, � 12 OUT TO BID- WILL GET INFO AS SOON AS SUBS ARE AWARDED City of Wh6atp.j,dge 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: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wheat Ridge Commercial Miscellan PERMIT - 201802384 PERMIT NO: 201802384 ISSUED: 03/20/2019 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 03/19/2020 JOB DESCRIPTION: Commercial Misc.-Demolition of one existing self check stand and a few existing cases. Total demolition will be roughly 436 square feet. Some cases will be relocated and a few new ones will be added in place of the demolished cases. New self check stands will be added along with a new attendant stand. The total proposed floor plan additions of the new check stands and cases are 372 sq ft. Materials demolished will be similar to materials of new equipment which will include woods and metals. *** CONTACTS *** OWNER (303)843-7826 SAFEWAY GC (806)622-3100 MICHAEL J. SCOTT 021350 PIONEER GENERAL CONTRACTORS SUB (970)302-2566 JACK IKENOUYE 190065 BOBS ELECTRIC DIVISION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 125,000.00 FEES Total Valuation 0.00 Plan Review Fee 840.65 Use Tax 2,625.00 Permit Fee 1,293.30 ** TOTAL ** 4,758.95 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. City of Wheat Ridge Commercial Miscellan PERMIT - 201802384 PERMIT NO: 201802384 ISSUED: 03/20/2019 JOB ADDRESS: 3900 Wadsworth Blvd EXPIRES: 03/19/2020 JOB DESCRIPTION: Commercial Misc.-Demolition of one existing self check stand and a few existing cases. Total demolition will be roughly 436 square feet. Some cases will be relocated and a few new ones will be added in place of the demolished cases. New self check stands will be added along with a new attendant stand. The total proposed floor plan additions of the new check stands and cases are 372 sq ft. Materials demolished will be similar to materials of new equipment which will include woods and metals. 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 ermrt. I furt er attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and t a 11 work to be perfor is d' losed i this document and/or its' accompanying approved plans and specifications. Signature of &VVNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief 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, an 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 BuildliTn is l " ` Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY Cily of`EE E I Date: ! Q �W heat P.id cj c(m()NIIY ��€�VI101',%AfNl �i A U C , Plan/Permit # G Building & Inspection Services DivisionPe Q 7500 W. 291h Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCaD_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: 3900 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 Property Owner (please print): SAFEWAY, INC. Phone: 303.843.7826 Property Owner Email: CAROLYN. R EES@SAFEWAY.COM Tenant (Commercial Projects Only) SAFEWAY (EXISTING TO REMAIN) Property Owner Mailing Address: (if different than property address) Address: 6900 S. YOSEMITE ST. City, State, Zip: CENTENNIAL, CO 80112 Architect/Engineer: THE DIMENSION GROUP Architect/Engineer E-mail: SWOOD@DIMENSIONGRP.COMPhone: 720.536.3180x2002 Contractor: TBD City of Wheat Ridge License #: Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): The Dimension Group CONTACT NAME (please print): TANNER KINDE Phone: 720.536.3180 x2005 CONTACT EMAIL(please print): TKINDE@DIMENSIONGRP.COM Sub Contractors (Must provide Wheat Ridge License No.): 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 # X❑ COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Demolition of 1 existing self check stand and a few existing cases- see A1.0. Total demolition will be roughly 436 Sq. Ft. Some cases will be relocated and a few new ones will be added in place of the demolished cases- see A1.1. New self check stands will be added along with a new attendant stand - see A1.1. The total proposed floor plan additions of the new check stands and cases are 372 sq. ft. Materials demolished will be similar to materials of new equipment - which will include woods and metals. Commercial Projects Only: Occupancy Type: M Sq. Ft./LF rocs/ t. BTUs Amps S r Squares _ Construction Type: III -B Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 125,000 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 ally 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 0. E: (OW'VER) (C0NTR4CT0R) ar-- L"THORiZED REPRESEIVT.4TIT E of (OWIVER) (CONTR ICTOR) Signature (first and last name): .�.-Z�24;'1- G !J DATF,: 8!20;2018 Printed Name: Lisa Nfyszkowski DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION. CONSTRUCTION TYPE 476 Reviewer BUILDING 4TMEOM ENTS Reviewer �� PUBLIC WORKS COMMENTS Reviewer: i�r 0 Building Division Valuation: I vJ 10" — �M Occupant Name: Safeway West Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 Address: 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Permit Number: N/A Plan Type Original Pass Fail N/A Plan Review General [x] [ ] [ ] G.10 CONDITIONS FOR APPROVAL: [x] [ ] [ ] G.30 REVIEW FEES: Contractor: In s pectionType Inspection Date: Inspected By: The Dimension Group I, LP DBA The Dimension Group Plan Review - Tenant Improvement 8/27/2018 Wayne Keith 303-989-4307 Additional permits or conformance letters are required for the following: Fire Detection Fire Sprinkler Your plans have been approved. Follow this Link and the steps below to reconcile your invoice. 1. Select "Life Safety" under the Bill Type options 2. Enter invoice number #18082714505 3. Select the associated permit type from the "Permit/Fee Type" drop down menu 4. Select "Construction Permit' in the "WMFR Acct#" drop down menu 5. Enter the Job Address 6. Enter payment amount of $255.12 7. Select Pay by Card to complete the transaction Once completed, send a copy of the invoice Here Once confirmation of payment is received by our office, a no-reply@mobile-eyes. com email will be sent with a link to the approved plans and permit card, with instructions for printing. Your plans have been approved. Refer to the area above for further relevant information. West Metro Fire Rescue Life Safety Plan Review Desk Status: Approved West Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 Occupant Name: Safeway (TI) Contractor: The Dimension Group I, LP DBA The Dimension Group Address: 3900 Wadsworth Boulevard InspectionType: Plan Review - Tenant Wheat Ridge, CO 80033 Improvement Permit Number: N/A Inspection Date: 3/19/2019 Inspected By: Mark Dean 303-989-4307 Plan Type Original Pass Fail N/A Plan Review General [x] [ ] [ ] G.30 REVIEW Your plans have been approved. Follow this Link and the steps below to reconcile FEES: your invoice. 1. Select "Life Safety" under the Bill Type options #19031914503 2. Enter invoice number 3. Select the associated permit type from the "Permit Fee Type" drop down menu 4. Select "Construction Permit" in the 'MFR Acct#" drop down menu 5. Enter the Job Address 6. Enter payment amount of $832.30 7. Select Pay by Card to complete the transaction Once completed, send a copy of the invoice Here Once confirmation of payment is received by our office, a no-reply@mobile-eyes.com email will be sent with a link to VVV the approved plans and permit card, with instructions for printing. Your plans have been approved. Refer to the area above for further relevant information. West Metro Fire Rescue Life Safety Plan Review Desk Status: Approved City of fry heat j ge Rro DMENT 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 Rol to date rior to permit issuance. Project Address: CJc�� ,JUA� Permit #- 3 �, General Contractor: Electrical Sub -Contractor i V;s ion Company Name: PANS e t eC-C f 4 Phone #:_ State License #:-00 00 Q Cp a Master #:_00 -) -S 1 Wheat Ridge License #: ! q QO Gs (required field) 3 1) i Y igna ut orized Agent Date Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Phone #: Master #• _(required field) Date Phone: (required field) Signature of Authorized Agent Date City of Wh6a-t�idge 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: Lfl OD C�,r, -� Permit General Contractor: 6(z Electrical Sub -Contractor �,5io.'v Company Name: R��j C' I eC"j 6,c- c- Phone #:_ State License #:-00 0 0 0 Ca �k Master #: CSO -)SS 1 Wheat Ridge License #: i X100 61-S (required field) igna ut ized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Lisa Myszkowski From: NoReply@mobile-eyes.com Sent: Tuesday, February 12, 2019 9:08 AM To: Lisa Myszkowski Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Safeway at 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190212004 Description: Minor interior remodel w/ demo'd Starbucks kiosk, tile flooring, seating, floral counter, and existing fixtures/equipment, and construction of new Starbucks kiosk, finished concrete flooring, seating, floral counter, equipment, and relocated fixtures w/ all associated mechanical, plumbing and electrical work Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 3-4 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you fe el you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. ao I q601 I 413liq ASBESTOS SURVEY Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, Colorado Prepared for: Albertsons Companies, Inc. 250 Parkcenter Boulevard Boise, Idaho 83706 Prepared by: The Vertex Companies, Inc. 700 Turner Way, Suite 105 Aston, Pennsylvania 19014 (610) 558-8902 February 7, 2019 David Turotsy Project Manager Donald P. Heim Senior Author This report has been prepared for the exclusive use of Albertsons Companies, Inc. and affiliates thereof. Results are based solely on the methodology stated in this report and the report should be relied upon in its entirety. Any reliance a third party makes of this report is the responsibility of such third party. TABLE OF CONTENTS SURVEY SUMMARY AND RESULTS .................................................... INTRODUCTION..................................................................................... WARRANTY............................................................................................ METHODS............................................................................................ UNIQUE STATE AND/OR LOCAL REQUIREMENTS ........................... PROJECTPHOTOGRAPHS.................................................................. FIGURES...................................................................................... Figure 1 Site Location Map Figure 2 Sample Location Diagram with Results — Interior Figure 3 Sample Location Diagram with Results — Exterior APPENDICES......................................................................................... Inspector and Laboratory Certifications Laboratory Results and Chain of Custody Documentation Asbestos Codes and Regulations SECTION 1 2 3 4 5 6 7 8 STORE INFORMATION: Store #: 1479 Date of Construction: circa 1995 SECTION 1 1.1 Survey Summary Sheet Banner: Address: Safeway 3900 Wadsworth Boulevard Building Size (sq. ft.): approx. 55,233 City, State, Zip: Wheat Ridge, CO 80033 Asbestos -Containing Materials (ACMs) Lead -Based Paint Survey Date: January 17, 2019 Survey Date: Not Applicable By Whom: The Vertex Companies, Inc. (Vertex) Firm By Whom: Firm Alex Johnsen Inspector Inspector 20533 CDPHE Certification No. Certification # June 27, 2019 Expiration Date Results: (Additional detail provided in Table 1) Results: (Additional detail provided in Table 2) Number of material types sampled: 46 Number of paint samples analyzed: Number of samples collected: 188 Number of paint samples testing positive: Number of materials testing positive: 0 Are there federal, state or local requirements? Was friable ACM found? No (If Yes, See Section 5) Were roofing materials sampled? No Are there unique state or local requirements? Yes (If Yes, See Section 5) Laboratory utilized: Was laboratory utilized? If so: Name: EMSL Analytical, Inc. (EMSL) Name: Address: Cinnaminson, New Jersey Address: NVLAP Certificate No.: 101048-0 NVLAP Expiration Date: June 30, 2019 CDPHE Registration No.: AL -15133 CDPHE Registration Expiration Date: January 30, 2020 Building Access Limitations (if any): Building Access Limitations (if any): No inspection/sampling below/behind refrigerator or freezer units or mounted/fixed equipment. No inspection/sampling below finished grade. No inspection/sampling on roofing materials. Comments: Comments City of Wheat Ridge uilding SECTION 1 1.2 Results Summary ASBESTOS SURVEY RESULTS The following homogeneous building material types, also known as homogeneous areas (HAs), were sampled as part of this survey and their results are summarized in the table below: TABLE 1 HA # MATERIAL LOCATION F/NF COND. %ASBESTOS # QUANTITY DESCRIPTION SAMP. 12"x12" white mottle Throughout sales area including Tile: ND 1 patterned vinyl floor the and employee break room and NF Good Mastic: ND 12 15,000 SF associated black mastic men's and women's restrooms 12"x12" yellow mottle patterned vinyl floor tile and Tile: ND 2 associated clear/yellow Perimeter of sales area NF Good Mastic: ND 12 15,000 SF mastic with gray leveling Leveler: ND compound 6"x30" brown faux wood North and south areas of sales patterned vinyl floor tile and floor including deli, produce, NF Good Tile: ND 6,000 SF 3 associated clear, yellow, bakery, floral, and meat/deli Mastics: ND brown, and black mastics areas 12"x12" white with dark Tile: ND 4 specks vinyl floor tile and Throughout sales aisles g NF Good Mastic: ND 7 2,500 SF associated tan mastic with Leveler: ND gray leveling compound 12"02" beige mottle Tile: ND 5 patterned vinyl floor tile and Throughout sales aisles g NF Good Mastic: ND 7 2,500 SF associated tan mastic with Leveler: ND gray leveling compound Beige vinyl sheet flooring Pharmacy consulting rooms NF Good Flooring: ND 3 100 SF 6 and associated clear mastic Mastic: ND 12"x12" dark gray with black Tile: ND 7 specks vinyl floor tile and Deli department NF Good Mastic: ND 3 300 SF associated black mastic 12"x12" light gray with black Tile: ND 8 specks vinyl floor tile and Deli department NF Good Mastic: ND 3 100 SF associated black mastic 12"x12" beige vinyl floor tile Tile: ND g and associated tan/black Customer service area NF Good Mastic: ND 3 120 SF mastic 12"x12" off-white vinyl floor Tile: ND 10 tile and associated In sales aisles NF Good Mastic: ND 3 300 SF black/yellow mastic 18"x18" light beige vinyl Tile: ND 11 floor the and associated Starbucks space NF Good Mastic: ND 3 150 SF tan/clear mastic 18"x18" brown vinyl floor tile Tile: ND 12 and associated brown/clear Starbucks space NF Good Mastic: ND 3 150 SF mastic 18"x18, green vinyl floor tile Tile: ND 13 and associated clear mastic Starbucks space NF Good Mastic: ND 3 150 SF with gray leveling compound Leveler: ND 12"x12" off-white with gray spots vinyl floor tile and Beneath gondolas except NF Good Tile: ND 5 2,500 SF 14 associated black/yellow gondola 16 Mastic: ND mastic 15 2'x2' purple carpet squares Wells Fargo Bank space gNF Good Carpet: ND Mastic: ND 3 300 SF and associated white mastic HA # MATERIAL LOCATION F/NF COND. %ASBESTOS # QUANTITY DESCRIPTION SAM P. 2'x2' white with pinholes Wells Fargo Bank space -break 16 suspended ceiling tile room F Good ND 3 60 SF 2'x2' white with rough Wells Fargo Bank space -above 17 texture suspended ceiling cubicles F Good ND 3 150 SF the 18"x18" brown carpet At store entrance and exit Carpet: ND 18 squares and associated vestibules NF Good Mastic: ND 3 300 SF clear mastic 19 Yellow cobble -stone patterned wallpaper Pharmacywaitingarea NF Good ND 3 400 SF 20 Beige textured wallpaper Pharmacy restroom NF Good ND 3 200 SF Gray vertical striped Pharmacy north consulting 21 wallpaper room NF Good ND 3 200 SF 22 Tan carpeting and associated beige mastic pharmacy waiting areaNF Good Carpet: ND Mastic: ND 3 250 SF 23 1'x2' gray ceramic wall tile and associated gray thin -set pharmacy restroomNF Good Tile: ND Thin -set: ND 3 300 SF 2'x4' white with small 24 pinholes suspended ceiling Pharmacy waiting area F Good ND 3 250 SF tile 16"x16" purple carpet Carpet: ND 25 squares and associated q Pharmacy Y NF Good Mastic: ND 3 200 SF yellow mastic 26 Gray sink coating Employee break room NF Good ND 3 10 SF 2'x4' white with pinholes and Throughout sales area including 27 fissures suspended ceiling employee break room and F Good ND 3 8,000 SF tile Starbucks space 28 2'x4' white with pinholes suspended ceilingthe Throughout sales area F Good ND 3 30,000 SF 29 2'x4' white gypsum suspended ceilingthe Deli and bake bakery prep areas F Good ND 3 1,700 SF Beige exterior insulation and On columns, walls, and ceilings 30 finishing system EIFS) of west front fa ade NF Good ND 5 2,000 SF Exterior beige coating on On exterior north, south, east, 31 1'x2' CMU block and west walls F Good ND 7 20,000 SF 32 Gray/green Gray/ sealant g On ductwork in stockroom plenum NF Good ND 3 150 SF 33 Exterior beige texture on CMU wall On exterior west wall F Good ND 3 400 SF Exterior beige untextured Drywall: ND 34 drywall and associated Exterior west soffit F Good Joint compound: 5 2,000 SF white joint compound with ND white tape I Tape: ND 35 4"x4" gray ceramic wall the and associated tan mastic Men's and women's restrooms NF Good Tile: ND Mastic: ND 3 800 SF 4"x4" beige ceramic wall tile Tile: ND 36 and associated tan mastic Deli prep area NF Good Mastic: ND 3 100 SF with brown grout Grout: ND 12"x12" beige ceramic wall Tile: ND 37 tile and associated gray Bakery and deli prep areas NF Good Thin -set: ND 3 2,000 SF thin -set Yellow/tan mastic associated with white fiber Bakery, deli, and stockroom 38 reinforced plastic (FRP) wall janitor's areas NF Good ND 3 2,500 SF panels 39 Yellow wallpaper and Employee break room NF Good Wallpaper: ND 3 100 SF associated white mastic Mastic: ND Yellow/orange mastic 40 associated with brown Employee break room NF Good ND 3 400 SF wooden wall panels 41 4' gray vinyl cove base and Employee break room NF Good Cove base: ND 3 60 LF associated tan mastic Mastic: ND 4" black vinyl cove base and Throughout sales area and Cove base: ND 42 associated tan mastic employee break room NF Good Mastic: ND 3 ,000 LF U HA # MATERIAL LOCATION F/NF COND. %ASBESTOS # QUANTITY DESCRIPTION SAM P. Brown and white untextured Walls of stockroom, offices, and Drywall: ND 43 drywall and associated above ceiling tile in employee F Good Joint compound: 9 6,000 SF white joint compound break room ND Brown and white untextured Drywall: ND 44 drywall and associated Walls throughout sales area F Good Joint compound: 7 15,000 SF white joint compound ND 45 White duct wrap On fume hood ductwork in NF Good ND 3 190 SF plenum above deli pre area Brown and gray faux wood 46 patterned vinyl sheet flooring and associated Beneath gondola 16 g NF Fair Flooring: ND Mastics: ND 3 500 SF white and yellow mastics F = Friable, NF = Non -friable (Friability is further defined in section 4), SF = square feet, LF = linear feet, ND = None Detected, and Cond. = Condition of Materials(good, fair, or poor). ASSUMED ACMS There are no assumed ACMs in this store. SECTION 2 Introduction PURPOSE The purpose of this study was to identify those building materials which contain asbestos prior to remodel activities which includes preparing the floors for polished concrete. ESCORT The principal site contact was Mr. Vane Batch, Assistant Store Director for Safeway Store #1479, who escorted Mr. Johnsen through the store during the site visit. AUTHORIZATION Authorization to perform this study was given by Albertsons Companies, Inc. in the form of Project Services Agreement 8456 dated January 16, 2019, and executed by Bryan Everett of Albertsons Companies, Inc. This report has been prepared for the exclusive use of Albertsons Companies, Inc. and affiliates thereof. BUILDING OBSERVATIONS Safeway Store #1479 is located at 3900 Wadsworth Boulevard in Wheat Ridge, Colorado. The store is an approximately 55,233 square -foot building with no mezzanine or basement. The interior of the store includes a main sales area, bakery department, meat and seafood department, deli department, liquor department, produce department, loading dock, stockroom, receiving room, Starbucks space, pharmacy (with restroom), sprinkler room, mechanical room, cart storage/main entrance and exit vestibules, floral area, cash room, data file room, offices, security room, janitor's room, customer service area, men's and women's restrooms, central sanitation area, Starbucks seating area, Wells Fargo Bank space, employee break room, storage rooms, six (6) coolers and four (4) freezers. The store is constructed of brick, concrete, exterior insulation and finishing system (EIFS), exterior drywall, and concrete masonry unit (CMU) on a concrete slab. The store has a gray rubber membrane roof (not a suspect ACM) supported by corrugated steel sheeting with open steel web joists. The front peaked roof has wood shingles and metal panels. The heating, ventilation, and air conditioning (HVAC) system is comprised of roof and ceiling mounted air -handling equipment with a ducted supply and return system. The piping in the building is insulated with foam, fiberglass, or the piping is un -insulated. The interior walls consist of CMU block, gypsum drywall, ceramic tile, wallpaper, mastic -applied wooden wall panels, and mastic -applied fiber reinforced plastic (FRP) panels. The ceilings consist of suspended ceiling tile or they are open to the roof deck. Floors are concrete covered with vinyl tile, vinyl sheet flooring, and mastic -applied carpeting. GONDOLAS A total of twenty (20) gondolas were observed in this store. In accordance with the Albertsons Companies, Inc. technical specifications, Vertex inspected beneath approximately 30% of the gondolas. Vertex found floor covering beneath the gondolas to be different than the adjacent sales floor. The results of this inspection are summarized in the table below. r City of wheat Ridge TABLE 2 COOLERS AND FREEZERS Six (6) coolers and four (4) freezers were present and the cooler/freezer walls and ceilings were covered with sheet metal. The observed interior walls and ceilings of the coolers/freezers consisted of Styrofoam insulation. No transite panels were observed beneath the sheet metal walls or ceilings in damaged areas and cooler/freezer penetrations. Sample Gondola Number Material Found Collected? 12"x12" off-white with gray spots vinyl floor tile and Yes Beneath gondola 3 - south associated black mastic (HA -14) 12'x12" off-white with gray spots vinyl floor tile and Yes Beneath gondola 5 - south associated black/yellow mastic HA -14 12'x12" off-white with gray spots vinyl floor tile and Yes Beneath gondola 9 - south associated black/yellow mastic HA -14) 12'x12" off-white with gray spots vinyl floor tile and Yes Beneath gondola 12 - south associated black mastic (HA -14) 12'x12" off-white with gray spots vinyl floor tile and No Beneath gondola 13 - south associated black mastic (HA -14 12'x12" off-white with gray spots vinyl floor tile and Yes Beneath gondola 14 - north associated black mastic HA -14) Beneath gondola 16 - north Brown and gray faux wood patterned vinyl sheet Yes flooring and associated white mastic (HA -46 Beneath gondola 16 - middle Brown and gray faux wood patterned vinyl sheet Yes flooring and associated white mastic (HA -46) Beneath gondola 16 - south Brown and gray faux wood patterned vinyl sheet Yes flooring and associated yellow mastic HA -46) COOLERS AND FREEZERS Six (6) coolers and four (4) freezers were present and the cooler/freezer walls and ceilings were covered with sheet metal. The observed interior walls and ceilings of the coolers/freezers consisted of Styrofoam insulation. No transite panels were observed beneath the sheet metal walls or ceilings in damaged areas and cooler/freezer penetrations. SECTION 3 Warranty Vertex warrants that the findings contained herein have been prepared with the level of care and skill exercised by experienced and knowledgeable environmental consultants who are appropriately licensed or otherwise trained to perform asbestos assessments pursuant to Occupational Safety and Health Administration (OSHA) as well as state and local requirements as applicable. The survey included inspection of accessible materials such as above or behind suspended ceilings or other non -permanent structures. Vertex did not inspect or sample inaccessible areas such as behind walls or within ductwork and did not dismantle any part of the structure to survey inaccessible areas. Inaccessible is defined as areas of the building that could not be tested (sampled) without destruction of the structure or a portion of the structure. If access to a portion of the building was not obtained (which otherwise would have been tested), such limitations are specifically identified in Section 1 of this report. City of Wheat Ridge SECTION 4 Methods Inspection and sampling procedures were performed in accordance with the guidelines published by the Environmental Protection Agency (EPA) in 40 CFR Part 763 Subpart E, October 30, 1987. Sampling procedures typically include collection of suspect friable and non -friable materials as recommended by EPA Guidance document 700/B-92/001, February 1992. The inspection and survey described below was performed by a Colorado Department of Public Health and Environment (CDPHE)-certified building inspector. GENERAL ORGANIZATION Before commencing the survey, the designated Environmental Affairs project manager spoke with store management to discuss the need for unrestricted store access for the inspector. The survey consisted of three (3) major activities: visual inspection, sampling, and quantification of building materials. Although these activities are listed separately, they are integrated tasks. VISUAL INSPECTION An initial building walkthrough was conducted to determine the presence and condition of suspect materials which were accessible and/or exposed. Materials which were similar in general appearance were grouped into homogeneous sampling areas. ■ Homogeneous Material Classifications A preliminary walkthrough of the building was conducted to determine areas of materials which were visually similar in color, texture, general appearance, and which appeared to have been installed at the same time. Such materials are termed "homogeneous materials" by the EPA. During this walkthrough, the approximate locations of these homogeneous materials were also noted. Following the EPA inspection protocol, each identified suspect homogeneous material was placed in one of the following EPA classifications: 1. Surfacing Materials (spray or trowel applied to building members) 2. Thermal System Insulation (materials generally applied to various mechanical systems) 3. Miscellaneous Materials (any materials which do not fit either of the above categories) ■ Friability Classifications A regulated ACM (RACM) as defined by National Emissions Standard for Hazardous Air Pollutants (NESHAP) is any (a) friable asbestos material, (b) Category I non -friable ACM that has become friable, (c) Category I non -friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading, or (d) Category II non -friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations. Following the EPA inspection protocol, each identified suspect homogeneous material was placed in one (1) of the following EPA classifications: • Friable Materials - NESHAP defines a friable ACM as any material containing more than one (1) percent asbestos that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. • Category I Non -friable - NESHAP defines a Category I non -friable ACM as packing, gaskets, resilient floor covering (except vinyl sheet flooring products which are considered friable), and asphalt roofing products which contain more than one (1) percent asbestos. • Category II Non -friable - NESHAP defines a Category II non -friable ACM as any material, except for a Category I non -friable ACM, which contains more than one (1) percent asbestos and cannot be, reduced to a powder by hand pressure when dry. SAMPLING PROCEDURES Following the walkthrough, the inspector collected selected samples of accessible materials identified as suspect ACMs. EPA guidelines were used to determine the sampling protocol. Sampling locations were chosen to be representative of the homogeneous material. Samples of surfacing material were collected in accordance with the EPA random sampling protocol outlined in the EPA publication, "Asbestos in Buildings: Simplified Sampling Scheme for Friable Surfacing Materials" (EPA 560/5-85-030a, October 1985). The homogeneous sampling area was divided into a grid of nine (9) sub -areas. If nine (9) samples were taken, one (1) sample was taken from each sub -area. If less than nine (9) samples were taken, the EPA random numbering diagram was used to determine which sub -areas would be sampled. While an effort was made to extract the samples from approximately the middle of the sub -area, representative samples were taken preferentially from already damaged areas or areas which were the least visible. Samples of miscellaneous materials were taken as randomly as possible while again attempting to sample already damaged areas to minimize disturbance of the material. QUANTIFICATION Quantities of accessible and/or exposed building materials which were suspected of containing asbestos were estimated. This estimation was performed by taking approximate measurements in the field. The building materials were measured in square feet of surface area except cove base and cove base mastic which were measured in linear feet. LABORATORY PROCEDURES Method of Analysis The Polarized Light Microscopy (PLM) analyses were performed by EMSL, a CDPHE and National Institute of Standards and Technology National Voluntary Laboratory Accreditation Program (NVLAP)- accredited asbestos laboratory located in Cinnaminson, New Jersey. A chain -of -custody, documenting the possession of the samples from the time they were collected until they have been analyzed and stored, was submitted with the bulk samples. The original chain -of -custody accompanied the materials always. Custody documentation began at the time the sample was collected and a copy of the chain -of -custody record was retained by each transferor. The PLM analyses were performed by using the bulk sample for visual observation and slide preparation(s) for microscopic examination and identification. The samples were mounted on slides and then analyzed for asbestos (chrysotile, amosite, crocidolite, anthophyllite, and actinolite/tremolite), fibrous non -asbestos constituents (mineral wool, paper, etc.) and non-fibrous constituents. Asbestos was identified by refractive indices, morphology, color, pleochroism, birefringence, extinction characteristics, and signs of elongation. The same characteristics were used to identify the non - asbestos constituents. The microscopist visually estimated relative amounts of each constituent by determining the volume of each constituent in proportion to the total volume of the sample, using a stereoscope. All bulk samples were analyzed by PLM with dispersion staining as described by the method of the determination of asbestos in bulk insulation, EPA/600/R-93/116, July 1993. This is a standard method of analysis in optical mineralogy and the currently accepted method for the determination of asbestos in bulk samples. A suspect material is immersed in a solution of known refractive index and subjected to illumination by polarized light. The characteristic color displays which result enable mineral identification. It should be noted that some ACM may not be accurately identified and/or quantified by PLM. As an example, the original fabrication of vinyl floor tiles routinely involved milling of asbestos fibers to extremely small sizes. As a result, these fibers may go undetected under the standard PLM method. Transmission Electron Microscopy (TEM) is required for a more definitive analysis of these materials. For bulk samples, which are found to contain <1 % asbestos, Point Count Analysis as described by the method for the determination of asbestos in accordance with Environmental Protection Agency's (EPA) "Interim Method for Identification of Asbestos in Bulk Insulation Samples" (40 CFR 763, Appendix A, Subpart F), is often utilized. As part of this method, a bulk sample is reduced, to dissolve any non -asbestos constituents, such as calcite. Because of this reduction process, a concentrated sample is then obtained and analyzed. A minimum number of counts for each sample is 400. The number of identified asbestos points is divided by 400, and then multiplied by 100 to calculate the percentage. Each asbestos type is quantified individually. Laboratory Quality Control Program The EMSL asbestos laboratory maintains an in-house quality control program. This program involves blind reanalysis of ten (10) percent of all samples, precision and accuracy controls, and use of standard bulk reference materials. SECTION 5 Unique State and/or Local Requirements No ACMs were identified on the date of this inspection. If additional suspect ACMs are identified during future construction activities not found in this report, all work must cease until the materials are sampled by a CDPHE-certified asbestos inspector and analyzed by a NVLAP-accredited and CDPHE- registered asbestos laboratory. The following notices, permits and licenses are necessary for abatement work as of the date of this report. The contractor is cautioned to verify these requirements as applicable to the final project scope and confirm that no new requirements exist. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE) Asbestos rules and regulations of the CDPHE generally follow the federal EPA NESHAP and Asbestos Hazard Emergency Response Act (AHERA) guidelines. CDPHE Regulation Number 8 Part B Asbestos requires that asbestos abatement workers/supervisors, work practices, asbestos inspections, and asbestos abatement designs in the state of Colorado must be performed by CDPHE- certified professionals. A CDPHE-certified building inspector is required to perform an asbestos inspection of a building to verify materials that will be affected by the renovation or demolition activities. In addition, CDPHE mandates that any asbestos abatement project which will involve the removal of ACM above the trigger levels (160 linear feet in pipes, 260 square feet on all other surfaces or the volume equivalent of a 55 -gallon drum) must submit an asbestos abatement notification and the applicable fee at least ten (10) working days prior to the start of any removal activities. Notification for abatement projects in Colorado need to be submitted to CDPHE on the current Asbestos Abatement Notification and Permit Application form, which can be found on the CDPHE website LICENSES Asbestos abatement contractors must maintain current licenses as required by CDPHE or local jurisdictions for the removal, transporting, disposal, or other regulated activity. City of Wheat Ridge Diviso SECTION 6 Project Photographs Photograph 1 — Front exterior of store (southwest entrance). Photograph 2 — Front exterior of store (northwest entrance). PROJECT PHOTOGRAPHS Safeway Store #1479 00'- 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number 54959'ty Ridge Divisor, Photograph 3 — Exterior east facing side of store. Photograph 4 — Exterior northeast corner showing loading dock PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 - Photograph 5 — Exterior north side of store. Photograph 6 — Exterior southwest corner of store PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 495�,r of Wheat Ridge Photograph 7 — View of sales area. Photograph 8 — View of sales area by deli department PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 9 — HVAC closet by the southwest entrance. Photograph 10 — Gas supply lines above the HVAC closet by the southwest entrance. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 wheat Ridge Photograph 11 — View of stockroom and small elevated water heater platform. Photograph 12 — Duct wrap on fume hood in plenum above the deli and employee breakroom. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 13 —Wrapped fume hood in plenum above the deli and employee breakroom. Photograph 14 — 12"x12" white mottle patterned vinyl floor tile in employee break room. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project tuber: 54M5 i �� }rce. ./• i Photograph 15 — 12"x12" yellow mottle patterned vinyl floor tile by hot foods area. R V l -��_• f r = I - a'y-= Photograph 16 — 6"x30" brown wood patterned vinyl floor tile in deli area. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 17 — 12"x12" white with dark specks vinyl floor tile in aisle 7. Photograph 18 — 12"x12" beige mottle patterned vinyl floor tile in aisle 10. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project N ber. 54955 Fjidge wilding Divison , Photograph 19 — 12"x12" dark gray with black specks vinyl floor tile in deli storage area. ��'• KFL�a. T } iJL.ri •,;. ,t..r y� -� �!y i T Yt�l � �' Jk K. 5 Y� ♦ .'1Sy�+ � ♦ 1 . t t A F �S�n�T ��!' 4i s ♦�9 t',' a w �W � �� ! a F. Photograph 20 — 12"x12" light gray with black specks vinyl floor tile in deli storage area. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 21 — 12"x12" beige vinyl floor tile in customer service area. Photograph 22 — 12"x12" off-white vinyl floor tile in aisle 8 PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project N er: ,4955 Photograph 23 — 18"x18" light beige vinyl floor tile in Starbucks space. Photograph 24 — 18"x18" brown vinyl floor tile in Starbucks space PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 25 — 18"x18" green vinyl floor tile in Starbucks space. Photograph 26 — 12"x12" off-white with gray spots vinyl floor tile beneath gondola 5. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Numb�'54�5of Wheat Ridge uilding Diviso Photograph 27 — 2'x2' purple carpet squares in Wells Fargo Bank space. Photograph 28 — 2'x2' white with pinholes suspended ceiling tile in Wells Fargo Bank break room. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 29 — 2'x2' white with rough texture suspended ceiling tile in Wells Fargo Bank cubicle area. Photograph 30 — Beige vinyl sheet flooring in pharmacy consulting room PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Numb : 5 %I wt,eat Ridge vy a k i 1 F{r 1 — Y,• Photograph 29 — 2'x2' white with rough texture suspended ceiling tile in Wells Fargo Bank cubicle area. Photograph 30 — Beige vinyl sheet flooring in pharmacy consulting room PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Numb : 5 %I wt,eat Ridge Photograph 31 — Gray vertical striped wallpaper in north pharmacy consulting room. Photograph 32 — Tan carpeting in pharmacy waiting area PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 33 — 1'x2' gray ceramic wall tile in pharmacy restroom. Photograph 34 — 2'x4' white with small pinholes suspended ceiling tile in pharmacy waiting area. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 5495005 Wheat Ridge Photograph 35 — 16"x16" purple carpet square in pharmacy. Photograph 36 — Gray sink coating in employee break room PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 37 — 2'x4' white with pinholes and fissures suspended ceiling tile in employee break room. Photograph 38 — 2'x4' white with pinholes suspended ceiling tile in sales area by northeast emergency exit. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 49 5" o W neat Ridge Photograph 39 — 2'x4' white gypsum suspended ceiling tile in deli storage area. Photograph 40 — Beige exterior insulation and finishing system (EIFS) on exterior column. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 41 — Exterior beige coating on 1'x2' CMU block walls. Photograph 42 — Exterior beige concrete texture. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project N F:549,y55111 ` 14u'. "atFoge Ytj}� i �c jt . {�k{♦°e��,yy'P,1tlijT`�'�F.�' aply �5.�i!;," ° _ .. (�+� Al Photograph 42 — Exterior beige concrete texture. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project N F:549,y55111 ` 14u'. "atFoge Photograph 43 — Beige untextured drywall on soffit at southwest entrance/exit. Photograph 44 — Gray/green sealant on ductwork in stockroom plenum. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 45 — 4"x4" gray ceramic wall tile in men's and women's restrooms. Photograph 46 — 4"x4" beige ceramic wall tile in deli prep area PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number:,,54955cir of Photograph 47 — 12"x12" beige ceramic wall tile in bakery prep area. Photograph 48 —White FRP panel in bakery prep area PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 t r-wP-•� t Photograph 49 — Yellow wallpaper in employee break room. Photograph 50 — Yellow/orange wood paneling in employee break room. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Numbe . 54 -& Photograph 51 — 4" gray vinyl cove base in employee break room. }t .i! �3� e a, Photograph 52 — 4" black vinyl cove base in employee break room. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 53 — White untextured drywall and white joint compound in stockroom. Photograph 54 — Gray rolled rubber membrane roof at roof access hatch. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: wheat F:Xd9e nn —M Owls e Photograph 55 — Gray rolled rubber membrane roof. Photograph 56 — Gray rolled rubber membrane roof PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: 54955 Photograph 57 — Gray rolled rubber membrane roof. PROJECT PHOTOGRAPHS Safeway Store #1479 3900 Wadsworth Boulevard Wheat Ridge, CO 80033 Vertex Project Number: \'00k voge SECTION 7 Figures Wireless Store i Real 13 United Estate States ollege Postal Service W 41st Ave M Ralibertos Mexican Food Town Center Park co 4-F 0 Baked Ham t& SIT E h Ave Starbucks '3y Eletne Pierogies Sch Factory Stevens Elementary a School Boston Market 11:w I - Burger King Ve 1.5 Teller C5 Tokyo )oe s Jimmy's Street 15 Chalet Gallerys & os Sunrise Stud 5 Sunset!! 0' (bM 200' 400' 600' SCALE: 1 200' SITE LOCATION MAP F SAFEWAY STORE #1479 3900 WADSWORTH BOULEVARD WHEAT RIDGE, CO 80033 C VO -feat Ridge F � Y a � 004 ® IT — LL FF— I o i . 0)Looo o o ILL Oului 77 -_ n. 1 i>' d • w � " �7m .. - — w oe a rnocon �' 1V NH r o J— I r 133 o = Lu eta"Oob w aa� m a a te i n?: UVV H Q Q UUU O f U O O w Q F J w J Q CL m � w O � 3 w m Q lz w a C7 Z O In (] Z Al U W ,.a.+aww�r. �n�e-.:..nn •�.:�...,wxivanr.*W mss-+wwvl�a a J U p °�s�s GpGc a p sok p�J$-7 Iry p'sni �u 3 - co :01 City of VVtleat Ridge SECTION 8 Appendices INSPECTOR AND LABORATORY CERTIFICATIONS 3 Colorado Department of Public Health and Environment ASBESTOS 4:7 CERTIFICATION* This certifies that Alexander Johnsen Certification No.: 20533 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: June 27, 2018 Expires: June 27, 2019 This cerliflcare is valid only with the possession of a current Division-approved training course cerdfleation horjz04APCD Representative _f7. ed above. in the discipline sperlfl SEAL A, U ?t 4, it. 61 lo fu ; � " 1� (I r it _O O L � 0 ~ U 0 E $ a to 0 �— N � tU � Cl) 0 M = 0 Z LO CDQ N LO N t 4- 0 M: rz 0 a C.� Vj v m Q U W OF �• ® National Voluntary M U\j Q Laboratory Accreditation Program �s SCOPE OF ACCREDITATION TO ISOJEC 17025:2005 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ 08077 Mr. Ben Ellis Phone: 800-220-3675 Fax: 856-786-5973 Email: bellis@emsl.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 101048-0 Bulk Asbestos Analysis Code Description 18/A01 EPA — 40 CFR Appendix E to Subpart E of Part 763, Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials Airborne Asbestos Analysis Code Description 18/A02 U.S. EPA's "Interim Transmission Electron Microscopy Analytical Methods -Mandatory and Nonmandatory -and Mandatory Section to Determine Completion of Response Actions" as found in 40 CFR, Part 763, Subpart E, Appendix A. 1 For the National Volunta L borat Accreditation Program Effective 2018-07-01 through 2019-06-30 Page I of I 76 d o fl O -C4 4- 00 �� o fl -n„ bb AtW#A fl cl co M wt > 76 d LABORATORY RESULTS AND CHAIN OF CUSTODY DOCUMENTATION EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ 08077 Tel/Fax: (800) 220-3675 1 (856) 786-5974 M http//www EMSLcom 1 cinnasblab@EMSLcom EMSL Order: 041901893 Customer ID: ALBS42 Customer PO: Project ID: Attention: Bryan Everett Phone: (208) 395-3312 Albertsons LLC Fax: 250 Parkcenter Blvd Received Date: 01/23/2019 2:40 PM Boise, ID 83726 Analysis Date: 01/25/2019 - 01/27/2019 Collected Date: Project: Safeway Store #1479 / 3900 Wadsworth Boulevard, Wheat Ridge, CO 80033 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 1479-FT1-1-Floor Tile NW Employee White 100% Non-fibrous (Other) None Detected Breakroom in NE Non -Fibrous 041901893-0001 Corner - White Homogeneous 12'x12" Mottle Pattern Floor Tile HA_1 1479-FT1 -1 -Mastic NW Employee Black 100% Non-fibrous (Other) None Detected Breakroom in NE Non -Fibrous 041901893-0001A Corner - Black Mastic Homogeneous HA: 1 1479-FT1-2-Floor Tile Aisle 1 - Middle of White 100% Non-fibrous (Other) None Detected Aisle by West Fridges Non -Fibrous 041901893-0002 -White 12'x12" Homogeneous Mottle Pattern Floor Tile HA:1 1479-FT1-2-Mastic Aisle 1 - Middle of Black 100% Non-fibrous (Other) None Detected Aisle by West Fridges Non -Fibrous 041901893-0002A - Black Mastic Homogeneous HA 1 1479-FT1-3-Floor Tile Aisle 3 - Center of White 100% Non-fibrous (Other) None Detected Aisle -White 12'x12" Non -Fibrous 041901893-0003 Mottle Pattern Floor Homogeneous Tile HA.1 1479-FT1-3-Mastic Aisle 3 - Center of Black 100% Non-fibrous (Other) None Detected Aisle - Black Mastic Non -Fibrous 041901893-0003A Homogeneous HA:1 1479-FT1-4-Floor Tile Aisle 6 - Center of White 100% Non-fibrous (Other) None Detected Aisle -White 12'x12" Non -Fibrous 041901893-0004 Mottle Pattern Floor Homogeneous Tile HA: 1 1479-FT1-4-Mastic Aisle 6 - Center of Black 100% Non-fibrous (Other) None Detected Aisle - Black Mastic Non -Fibrous 041901893-0004A Homogeneous HA:i 1479-FT1-5-Floor Tile Aisle 7 - Middle by White 100% Non-fibrous (Other) None Detected West Shelves - White Non -Fibrous 041901893-0005 12'x12" Mottle Homogeneous Pattern Floor Tile HA: 1 1479 -FTI -5 -Mastic Aisle 7 - Middle by Black 100% Non-fibrous (Other) None Detected West Shelves - Black Non -Fibrous 041901893-0005A Mastic Homogeneous HA: 1 city °1 Ftid9e neap (Initial report from: 01/25/2019 15:05:18 tv�gOn ISS A04_Oo-08 0001 - ? 78 Printed: 1/28/2019 8:48 AM Bid Page 1-0048 EMSL Analytical, Inc. EMSL Order: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax (800) 220-3675 / (856) 786-5974 Project ID: .. httpJ/wvnv EMSL com / dinnasblab@EMSLcom 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 1479-FT1-6-Floor Tile Aisle 9 Middle by White 100% Non-fibrous (Other) None Detected West Shelves - White Non -Fibrous 041901893-0006 12'x12" Mottle Homogeneous Pattern Floor Tile HA: 1 1479-FT1-6-Mastic Aisle 9 Middle by Black 100% Non-fibrous (Other) None Detected West Shelves - Black Non -Fibrous 041901893-0006A Mastic Homogeneous HA:1 1479-FT1-7-Floor Tile Aisle 13 - Middle of White 100% Non-fibrous (Other) None Detected West Shelves - White Non -Fibrous 041901893-0007 12'x12" Mottle Homogeneous Pattern Floor Tile HA: 1 1479-FT1-7-Mastic Aisle 13 - Middle of Black 100% Non-fibrous (Other) None Detected West Shelves - Black Non -Fibrous 041901893-0007A Mastic Homogeneous HA: 1 1479-FT2-1-Floor Tile NW Entry by Hot Yellow 100% Non-fibrous (Other) None Detected Read to Go Cart - Non -Fibrous 041901693-0008 Yellow 12'x12" Mottel Homogeneous Pattern Floor Tile HA: 2 1479-FT2-1-Mastic NW Entry by Hot Yellow/Clear 100% Non-fibrous (Other) None Detected Read to Go Cart - Non -Fibrous 041901893-0008A Clear/Yellow Mastic Homogeneous HA:2 1479-FT2-2-Floor Tile In Front of Deli by Yellow 100% Non-fibrous (Other) None Detected Rotisserie Chicken Non -Fibrous 041901893-0009 Hot Cart - Yellow Homogeneous 12'X12" Mottel Pattern Floor Tile HA: 2 1479-FT2-2-Mastic In Front of Deli by Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected Rotisserie Chicken Non -Fibrous 041901893-0009A Hot Cart - Heterogeneous Clear/Yellow Mastic Inseparable yellow/clear mastic and gray leveler HA: 2 1479-FT2-3Floor Tile Bakery Area in Front Yellow 100% Non-fibrous (Other) None Detected of Beer Fridge - Non -Fibrous 041901893-0010 Yellow 12'x12" Mottel Homogeneous Pattern Floor Tile HA: 2 1479-FT2-3Mastic Bakery Area in Front Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected of Beer Fridge - Non -Fibrous 041901893-OOIOA Clear/Yellow Mastic Heterogeneous Inseparable yellow/clear mastic and gray leveler HA: 2 1479-FT2-4-Floor Tile NE Entry to Stock Yellow 100% Non-fibrous (Other) None Detected Room - Yellow Non -Fibrous 04190189311711 12'x12" Mottel Homogeneous Pattern Floor Tile HA: 2 1479-FT2-4-Mastic NE Entry to Stock GrayNellow/Clear 100% Non-fibrous (Other) None Detected Room - Clear/Yellow Non -Fibrous 041901893-0011A Mastic Heterogeneous Inseparable yellow/clear mastic and gray leveler HA: 2 Initial report from 01125/2019 15:05:18 ASS -PLM -0008-0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 2 of 28 EMSL Analytical, Inc. Aisle 11 - East End Yellow EMSLOrder: 041901893 None Detected towards Meat Area - Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 041901893-0013 Yellow 12"x12" Mottel Homogeneous Customer PO: Pattern Floor Tile Tel/Fax: (800) 220-3675 / (856) 786-5974 http:/twww.EMSL.com / cinnasbiab@EMSL.corr HA:2 Project ID: 1479-FT2-6-Mastic Clear/Yellow Mastic Gray/Yellow/Clear Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized 100% Non-fibrous (Other) Light Microscopy Non -Fibrous Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1479-FT2-5-Floor Tile Hall by Meat Cooler Yellow 100% Non-fibrous (Other) None Detected Closet to Pharmacy - Non -Fibrous 041901893-0012 Yellow 12'x12" Mottel Homogeneous HA: 2 Pattern Floor Tile 1479-FT2-7-Floor Tile SE Portion by Meat Yellow HA. 2 None Detected 1479-FT2-5-Mastic Hall by Meat Cooler Gray/Yellow/Clear Non -Fibrous 100% Non-fibrous (Other) None Detected Closet to Pharmacy - Non -Fibrous 041901893-0014 Produce) - Yellow Homogeneous 041901893-0012A Clear/Yellow Mastic Homogeneous Inseparable yellow/clear mastic and gray leveler HA: 2 Pattern Floor Tile 1479-FT2-6-Floor Tile Aisle 11 - East End Yellow 100% Non-fibrous (Other) None Detected towards Meat Area - Non -Fibrous 041901893-0013 Yellow 12"x12" Mottel Homogeneous Pattern Floor Tile HA:2 1479-FT2-6-Mastic Clear/Yellow Mastic Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected Non -Fibrous 041901893-0013A Homogeneous Inseparable yellow/clear mastic and gray leveler HA: 2 1479-FT2-7-Floor Tile SE Portion by Meat Yellow 100% Non-fibrous (Other) None Detected Deli Coolers (East Non -Fibrous 041901893-0014 Produce) - Yellow Homogeneous 12'x12" Mottel Pattern Floor Tile HA:2 1479-FT2-7-Mastic SE Portion by Meat Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected Deli Coolers (East Non -Fibrous 041901893-0014A Produce) - Homogeneous Clear/Yellow Mastic Inseparable yellowlclear mastic and gray leveler HA:2 1479-FT3-1-Floor Tile North Portion in Front Brown/Gray 100% Non-fibrous (Other) None Detected of Deli - 6'x30" Non -Fibrous 041901893-0015 Faux -Wood Floor Tile Homogeneous HA:3 1479-FT3-1-Mastic North Portion in Front Insufficient Material of Deli - Clear Mastic 041901893-OOISA HA: 3 1479-FT3-2-Floor Tile North Portion by Brown/Gray 100% Non-fibrous (Other) None Detected North Most Beer Non -Fibrous 041901693-0016 Fridge - 6'1x30" Homogeneous Faux -Wood Floor Tile HA: 3 1479-FT3-2-Mastic North Portion by Yellow/Clear 100% Non-fibrous (Other) None Detected North Most Beer Non -Fibrous 041901893-0016A Fridge - Clear Mastic Heterogeneous HA: 3 1479-FT3-3-Floor Tile North Portion in Front Brown/Gray 100% Non-fibrous (Other) None Detected of Bakery - 6x30" Non -Fibrous 041901893-0017 Faux -Wood Floor Tile Homogeneous HA:3 1479-FT3-3-Mastic North Portion in Front Yellow/Clear 100% Non-fibrous (Other) None Detected of Bakery - Clear Non -Fibrous 041901893-0017A Mastic Heterogeneous HA: 3 /000 Initial report from: 01/25/2019 15:05:18 " ASg_PLM_0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM urlding E) 28 EMSL Analytical, Inc. South Portion by SW EMSLOrder: 041901893 100% Non-fibrous (Other) Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Entry / Floral Non -Fibrous Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Department - Clear Heterogeneous Project ID: http //www EMSL.com / cinnasblab@EMSL.com Mastic 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 % 7ype 1479-FT3-4-Floor Tile South Portion by SW Brown/Gray 100% Non-fibrous (Other) None Detected Entry / Floral Non -Fibrous 1479-FT3-5-Floor Tile 041901893-0018 Department - 6'x30" Homogeneous Brown/Gray Faux -Wood Floor Tile 100% Non-fibrous (Other) None Detected HA: 3 1479-FT3-4-Mastic South Portion by SW Brown/Black/Yellow 100% Non-fibrous (Other) None Detected Entry / Floral Non -Fibrous 041901893-0018A Department - Clear Heterogeneous Mastic HA:3 1479-FT3-5-Floor Tile South Portion by SW Brown/Gray 100% Non-fibrous (Other) None Detected Entry / Floral Non -Fibrous 041901893-0019 Department - 6'x30" Homogeneous Faux -Wood Floor Tile HA:3 1479-FT3-5-Mastic South Portion by SW Brown/Black/Clear 100% Non-fibrous (Other) None Detected Entry / Floral Non -Fibrous 041901893-0019A Department - Clear Homogeneous Mastic HA: 3 1479-FT4-1-Floor Tile Aisle 2 West Portion - White 100% Non-fibrous (Other) None Detected 12'x12" White Floor Non -Fibrous 041901893-0020 Tile with Dark Specks Homogeneous HA:4 1479-FT4-1-Mastic Aisle 2 West Portion - Tan 100% Non-fibrous (Other) None Detected Tan Mastic Non -Fibrous 041901893-0020A Heterogeneous HA: 4 1479-FT4-2-Floor Tile Aisle 3 Middle by White 100% Non-fibrous (Other) None Detected South Shelves - Non -Fibrous 041901893-0021 12'x12" White Floor Homogeneous Tile with Dark Specks HA:4 1479-FT4-2-Mastic Aisle 3 Middle by Tan 100% Non-fibrous (Other) None Detected South Shelves - Tan Non -Fibrous 041901893-0021A Mastic Heterogeneous HA:4 1479-FT4-2-Leveler Aisle 3 Middle by Gray 100% Non-fibrous (Other) None Detected South Shelves - Tan Non -Fibrous 041901893-00218 Mastic Homogeneous HA: 4 1479-FT4-3-Floor Tile Aisle 7 - West Portion White 100% Non-fibrous (Other) None Detected - 12'x12" White Floor Non -Fibrous 041901893-0022 Tile with Dark Specks Homogeneous HA: 4 1479-FT4-3-Mastic Aisle 7 - West Portion Tan 100% Non-fibrous (Other) None Detected - Tan Mastic Non -Fibrous 041901893-0022A Heterogeneous HA: 4 1479-FT4-4-Floor Tile Aisle 12 - West White 100% Non-fibrous (Other) None Detected Portion - 12'X12" Non -Fibrous 041901893-0023 White Floor Tile with Homogeneous Dark Specks HA: 4 1479-FT4-4-Mastic Aisle 12 - West Tan 100% Non-fibrous (Other) None Detected Portion - Tan Mastic Non -Fibrous 041901893-0023A Heterogeneous HA:4 Initial report from: 01/25/2019 15:05:18 ASS -PLM 0008 0001 - 1.78 Printed: 1/28/2019 8 48 AM Page 4 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 http //www EMSL.com / cinnasblab@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 1479-FT4-5-Floor Tile Aisle 12 - West White 100% Non-fibrous (Other) None Detected Portion - 1202" Non-Fibrous 041901893-0024 White Floor Tile with Homogeneous Dark Specks HA:4 1479-FT4-5-Mastic Aisle 14 - West Tan 100% Non-fibrous (Other) None Detected Portion - Tan Mastic Non-Fibrous 041901893-0024A Homogeneous HA: 4 1479-FT5-1-Floor Tile Aisle 1 - West Portion Beige 100% Non-fibrous (Other) None Detected - 12'x12' Beige Floor Non-Fibrous 041901893-0025 Tile (Mottel Pattern) Homogeneous HA: 5 1479-FT5-1-Mastic Aisle 1 - West Portion Tan 100% Non-fibrous (Other) None Detected - Tan Mastic Non-Fibrous 041901893-0025A Homogeneous HA: 5 1479-FT5-2-Floor Tile Aisle 7 -Middle by Beige 100% Non-fibrous (Other) None Detected North Shelves - Non-Fibrous 041901893-0026 12'x12' Beige Floor Homogeneous Tile (Mottle Pattern) HA: 5 1479-FT5-2-Mastic Aisle 7 -Middle by Tan 100% Non-fibrous (Other) None Detected North Shelves - Tan Non-Fibrous 041901893-0026A Mastic Homogeneous HA: 5 1479-FT5-2-Leveler Aisle 7 -Middle by Gray 100% Non-fibrous (Other) None Detected North Shelves - Tan Non-Fibrous 041901893-0026e Mastic Homogeneous HA: 5 1479-FT5-3-Floor Tile Aisle 10 - Middle by Beige 100% Non-fibrous (Other) None Detected South Shelves - Non-Fibrous 041901893-0027 12'x12' Beige Floor Homogeneous Tile (Mottle Pattern) HA: 5 1479-FT5-3-Mastic Aisle 10 - Middle by Tan 100% Non-fibrous (Other) None Detected South Shelves - Tan Non-Fibrous 041901693-0027A Mastic Homogeneous HA: 5 1479-FT5-4-Floor Tile Aisle 12 - West Beige 100% Non-fibrous (Other) None Detected Portion - 12'x12' Non-Fibrous 041901893-0028 Beige Floor Tile Homogeneous (Mottle Pattern) HA:5 1479-FT5-4-Mastic Aisle 12 - West Tan 100% Non-fibrous (Other) None Detected Portion - Tan Mastic Non-Fibrous 041901893-0028A Homogeneous HA: 5 1479-FT5-5-Floor Tile Aisle 14 - West Beige 100% Non-fibrous (Other) None Detected Portion - 12'x12' Non-Fibrous 041901893-0029 Beige Floor Tile Homogeneous (Mottle Pattern) HA: 5 1479-FT5-5-Mastic Aisle 14 - West Tan 100% Non-fibrous (Other) rNole'c e Portion - Tan Mastic Non-Fibrous 041901893-0029A Homogeneous City of HA: 5 eat Ridge l Initial report from: 01/25/201915:05:18 - - ASS -PLM -0008-0001 - 1.73 Printed: 1/28/2019 8:48 AM Page 5 of 28 EMSLOrder: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http.//www EMSLcom / cinnasblab@EMSL.com 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 1479-SV1 -1 -Sheet South Consulting Beige 100% Non-fibrous (Other) None Detected Flooring Room behind West Non -Fibrous Door - Beige Sheet Homogeneous 041901893-0030 Vinyl Flooring HA:6 1479-SV1 -1 -Mastic South Consulting Clear 100% Non-fibrous (Other) None Detected Room behind West Non -Fibrous 041901893-0030A Door - Clear Mastic Homogeneous HA: 6 1479-SV1-2-Sheet North Consulting Beige 100% Non-fibrous (Other) None Detected Flooring Room in SW Corner - Non -Fibrous Beige Sheet Vinyl Homogeneous 041901893-0031 Flooring HA:6 1479-SV1-2-Mastic North Consulting Clear 100% Non-fibrous (Other) None Detected Room in SW Corner - Non -Fibrous 041901893-0031A Clear Mastic Homogeneous HA: 6 1479-SV1-3-Sheet North Consulting Beige 100% Non-fibrous (Other) None Detected Flooring Room in SW Comer- Non -Fibrous Beige Sheet Vinyl Homogeneous 041901893-0032 Flooring HA: 6 1479-SV1-3-Mastic North Consulting Clear 100% Non-fibrous (Other) None Detected Room in SW Corner - Non -Fibrous 041901893-0032A Clear Mastic Homogeneous HA: 6 1479-FT6-1-Floor Tile NE Corner by Deli Gray 100% Non-fibrous (Other) None Detected Storage - 12'x12" Non -Fibrous 041901893-0033 Dark Gray Floor Tile Homogeneous HA: 7 1479-FT6-1-Mastic NE Corner by Deli Black 100% Non-fibrous (Other) None Detected Storage - Black Non -Fibrous 041901893-0033A Mastic Homogeneous HA: 7 1479-FT6-2-Floor Tile NW Corner by Gray 100% Non-fibrous (Other) None Detected Walk-in Fridge - Non -Fibrous 041901893-0034 12'x12" Dark Gray Homogeneous Floor Tile HA:7 1479-FT6-2-Mastic NW Corner by Black 100% Non-fibrous (Other) None Detected Walk-in Fridge - Black Non -Fibrous 041901893-0034A Mastic Homogeneous HA: 7 1479-FT6-3-Floor Tile West Portion by Gray/Black 100% Non-fibrous (Other) None Detected Ovens - 12'x12" Dark Non -Fibrous 041901893-0035 Gray Floor Tile Homogeneous HA 7 1479-FT6-3-Mastic West Portion by Black 100% Non-fibrous (Other) None Detected Ovens - Black Mastic Non -Fibrous 041901893-0035A Homogeneous HA:7 1479-FT7-1-Floor Tile NE Corner by Deli Gray 100% Non-fibrous (Other) None Detected Storage - 12x12" Light Non -Fibrous 041901893-0036 Gray Floor Tile Homogeneous HA:8 1479-FT7-1-Mastic NE Corner by Deli Black 100% Non-fibrous (Other) None Detected Storage - Black Non -Fibrous 041901893-0036A Mastic Heterogeneous Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 6 of 28 EMSL Analytical, Inc. EMSL Order: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http://www EMSL com / cinnasblab@EMSLcom Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type HA.8 1479-FT7-2-Floor Tile NW Corner by Gray 100% Non-fibrous (Other) None Detected Walk-in Fridge - Non -Fibrous 041901893-0037 12x12" Light Gray Homogeneous Floor Tile HA: 8 1479-FT7-2-Mastic NW Corner by Black 100% Non-fibrous (Other) None Detected Walk-in Fridge - Black Non -Fibrous 041901893-0037A Mastic Heterogeneous HA: 8 1479-FT7-3-Floor Tile West Portion by Gray/Black 100% Non-fibrous (Other) None Detected Ovens - 12x12" Light Non -Fibrous 041901893-0038 Gray Floor Tile Homogeneous HA:8 1479-FT7-3-Mastic West Portion by Clear 100% Non-fibrous (Other) None Detected Ovens - Black Mastic Non -Fibrous 041901893-0038A Homogeneous HA: 9 1479-FT8-1-Floor Tile Customer Service Beige 100% Non-fibrous (Other) None Detected Office Bt Door - Non -Fibrous 041901893-0039 12'x12" Floor Tiles Homogeneous HA: 9 1479-FT8-1-Mastic Customer Service Tan/Black 100% Non-fibrous (Other) None Detected Office Bt Door - Dark Non -Fibrous 041901893-0039A Beige Mastic Heterogeneous HA:9 1479-FT8-2-Floor Tile Customer Service Beige 100% Non-fibrous (Other) None Detected Office SW Corner - Non -Fibrous 041901893-0040 12'X12" Floor Tiles Homogeneous HA:9 1479-FT8-2-Mastic Customer Service Tan/Black 100% Non-fibrous (Other) None Detected Office SW Corner - Non -Fibrous 041901893-0040A Dark Beige Mastic Homogeneous HA:9 1479-FT8-3-Floor Tile Customer Service Beige 100% Non-fibrous (Other) None Detected Office SW Corner - Non -Fibrous 041901893-0041 12'x12" Floor Tiles Homogeneous HA: 9 1479-FT8-3-Mastic Customer Service Tan/Black 100% Non-fibrous (Other) None Detected Office SW Corner - Non -Fibrous 041901893-0041A Dark Beige Mastic Homogeneous HA:9 1479-FT9-1-Floor Tile Aisle 6 - East Portion White 100% Non-fibrous (Other) None Detected by Pharmacy - Non -Fibrous 041901893-0042 12'x12" Off White Homogeneous Floor Tile HA: 10 1479-FT9-1-Mastic Aisle 6 - East Portion Black/Yellow 100% Non-fibrous (Other) None Detected by Pharmacy - Yellow Non -Fibrous 041901893-0042A Mastic Heterogeneous HA: 10 1479-FT9-2-Floor Tile Aisle 8 - Middle of White 100% Non-fibrous (Other) None Detected Aisle - 12'X12" Off Non -Fibrous 041901893-0043 White Floor Tile Homogeneous HA: 10 1479-FT9-2-Mastic Aisle 8 - Middle of Black/Yellow 100% Non-fibrous (Other)r e D Cegnf Aisle - Yellow Mastic Non -Fibrous 041901893-0043A Heterogeneous /heat Ridge Initial reportfrom: 01/25/2019 15:0518 son ASS_ PLtt?_0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Pag of 28 Initial report from. 01125/2019 15 0518 ASS PL&I 0008 1007 1 7S Printed 1/28/2019 8:48 AM Page 8 of 28 EMSL Order: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http//www EMSL com/ cinnasblab@EMSL.com 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 HA: 10 1479-FT9-3-Floor Tile Aisle 8 - Middle of White 100% Non-fibrous (Other) None Detected Aisle - 12'X12" Off Non -Fibrous 041901893-0044 White Floor Tile Homogeneous HA: 10 1479-FT9-3-Mastic Aisle 8 - Middle of Black/Yellow 100% Non-fibrous (Other) None Detected Aisle - Yellow Mastic Non -Fibrous 041901893-0044A Homogeneous HA. 10 1479-FT10-1-Floor Tile North Seating Area of Beige 100% Non-fibrous (Other) None Detected Starbucks - 18'X18" Non -Fibrous 041901893-0045 Light Beige Floor Tile Homogeneous HA: 11 1479-FT1 0-1 -Mastic North Seating Area of Tan/Clear 100% Non-fibrous (Other) None Detected Starbucks - Clear Non -Fibrous 041901893-0045A Mastic Homogeneous HA: 11 1479-FT10-2-Floor Tile North Seating Area of Beige 100% Non-fibrous (Other) None Detected Starbucks - 18'x18" Non -Fibrous 041901893-0046 Light Beige Floor Tile Homogeneous HA: 11 1479-FT10-2-Mastic North Seating Area of Tan/Clear 100% Non-fibrous (Other) None Detected Starbucks - Clear Non -Fibrous 041901893-0046A Mastic Homogeneous HA: 11 1479-FT10-3-Floor Tile North Seating Area of Beige 100% Non-fibrous (Other) None Detected Starbucks - 18"x18" Non -Fibrous 041901893-0047 Light Beige Floor Tile Homogeneous HA. 11 1479-FT10-3-Mastic North Seating Area of Tan/Clear 100% Non-fibrous (Other) None Detected Starbucks - Clear Non -Fibrous 041,901893-0047A Mastic Homogeneous HA: 11 1479-FT11-1-Floor Tile NW Corner of Brown 100% Non-fibrous (Other) None Detected Starbucks Barrista Non -Fibrous 041901693-0048 Stand - 18'x18 Brown Homogeneous Floor Tile HA: 12 1479-FT11-1-Mastic NW Corner of Brown/Clear 100% Non-fibrous (Other) None Detected Starbucks Barrista Non -Fibrous 041901893-0048A Stand - Clear Mastic Homogeneous HA: 12 1479-FT11-2-Floor Tile NE Corner of Brown 100% Non-fibrous (Other) None Detected Starbucks Barrista Non -Fibrous 041901893-0049 Stand - 18"x18 Brown Homogeneous Floor Tile HA: 12 1479-FT11-2-Mastic NE Corner of Brown/Clear 100% Non-fibrous (Other) None Detected Starbucks Barrista Non -Fibrous 041901893-0049A Stand - Clear Mastic Homogeneous HA: 12 1479-FT11-3-Floor Tile SW Corner of Brown 100% Non-fibrous (Other) None Detected Starbucks Barrista Non -Fibrous 041901893-0050 Stand - 18'x18 Brown Homogeneous Floor Tile HA: 12 Initial report from. 01125/2019 15 0518 ASS PL&I 0008 1007 1 7S Printed 1/28/2019 8:48 AM Page 8 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: httpJ/www.EMSL.comIcinnasblab@EMSL.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1479-FT11-3-Mastic SW Corner of Brown/Clear 100% Non-fibrous (Other) None Detected Starbucks Barrista Non -Fibrous 041901893-0050A Stand - Clear Mastic Homogeneous HA: 12 1479-FT1 2-1 -Floor Tile North Seating Area of Green 100% Non-fibrous (Other) None Detected Starbucks - 18'x18" Non -Fibrous 041901893-0051 Green Floor Tile Homogeneous HA: 13 1479-FT1 2-1 -Mastic North Seating Area of Clear 100% Non-fibrous (Other) None Detected Starbucks - Clear Non -Fibrous 041901893-0051A Mastic Homogeneous HA: 13 1479-FT12-2-Floor Tile NE Portion of Green 100% Non-fibrous (Other) None Detected Starbucks Area - Non -Fibrous 041901893-0052 18'x18" Green Floor Homogeneous Tile HA: 13 1479-FT12-2-Mastic NE Portion of Clear 100% Non-fibrous (Other) None Detected Starbucks Area - Non -Fibrous 041901893-0052A Clear Mastic Homogeneous HA: 13 1479-FT12-2-Leveler NE Portion of Gray 100% Non-fibrous (Other) None Detected Starbucks Area - Non -Fibrous 041901893-00528 Leveler Homogeneous HA: 13 1479-FT12-3-Floor Tile SW Portion of Green 100% Non-fibrous (Other) None Detected Starbucks Area - Non -Fibrous 041901893-0053 18'x18" Green Floor Homogeneous Tile HA: 13 1479-FT12-3-Mastic SW Portion of Clear 100% Non-fibrous (Other) None Detected Starbucks Area- Non -Fibrous 041901893-0053A Clear Mastic Homogeneous HA: 13 1479-FT12-3-Leveler SW Portion of Gray 100% Non-fibrous (Other) None Detected Starbucks Area - Non -Fibrous 041901893-00539 Leveler Homogeneous HA: 13 1479-FT1 3-1 -Floor Tile Aisle 3 - South White 100% Non-fibrous (Other) None Detected Gondolas under Non -Fibrous 041901893-0054 Bleach - Off White Homogeneous 12'x12" Floor Tile w/Gray Spots HA: 14 1479-FT1 3-1 -Mastic Aisle 3 - South Black 100% Non-fibrous (Other) None Detected Gondolas under Non -Fibrous 041901893-0054A Bleach - Black Mastic Homogeneous HA: 14 1479-FT13-2-Floor Tile South Side of Aisle 5 White 100% Non-fibrous (Other) None Detected under Nikkie's Bath Non -Fibrous 041901893-0055 Accerories - Off White Homogeneous 12'x12" Floor Tile w/Gray Spots HA: 14 1479-FTI3-2-MasticSouth Side of Aisle 5 BlackNellow 100% Non-fibrous (Other) None Detected under Nikkie's Bath Non -Fibrous 041901893-0055A Accerories - Black Heterogeneous City of Mastic Inseparable black and yellow mastic Whet Rid Initial report from: 01/25/2019 15:05:18 \uuding DivA$ AS8__PLM__.0008__0001 - f,78 Printed: 1/28/2019 8:48 AM of 28 EMSLOrder: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http.//www EMSL.com / cinnasblab@EMSL.com 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 % 7ype HA: 14 1479-FT13.3-Floor Tile Aisle 9 - South Side White 100% Non-fibrous (Other) None Detected under Pretzels - Off Non -Fibrous 041901893-0056 White 12'X12" Floor Homogeneous Tile w/Gray Spots HA: 14 1479-FT13-3-Mastic Aisle 9 - South Side Black/Yellow 100% Non-fibrous (Other) None Detected under Pretzels - Black Non -Fibrous 041901893-0056A Mastic Heterogeneous Inseparable black and yellow mastic HA: 14 1479-FT13-4-Floor Tile Aisle 12 - South Side White 100% Non-fibrous (Other) None Detected under Coffee Non -Fibrous 041901893-0057 Creamer - Off White Homogeneous 12'x12" Floor Tile w/Gray Spots HA: 14 1479-FT13-4-Mastic Aisle 12 - South Side Black 100% Non-fibrous (Other) None Detected under Coffee Non -Fibrous 041901893-0057A Creamer - Black Homogeneous Mastic HA: 14 1479-FT13-5-Floor Tile Aisle 14 - North Side White 100% Non-fibrous (Other) None Detected under Napkins - Off Non -Fibrous 041901893-0058 White 12'x12" Floor Homogeneous Tile w/Gray Spots HA: 14 1479-FT13-5-Mastic Aisle 14 - North Side Black 100% Non-fibrous (Other) None Detected under Napkins - Black Non -Fibrous 041901893-0058A Mastic Homogeneous HA: 14 1479-CG1 -1 -Carpet SW Corner of Bank - Brown/Purple 50% Synthetic 45% Non-fibrous (Other) None Detected Square 2'x2' Purple Carpet Fibrous 5% Glass Squares Homogeneous 041901893-0059 HA: 15 1479-CG1 -1 -Adhesive SW Corner of Bank - White 100% Non-fibrous (Other) None Detected White Adhesive Non -Fibrous 041901893-0059A Homogeneous HA: 15 1479 -CGI -2 -Carpet SW Corner of Bank - Brown/Purple 50% Synthetic 45% Non-fibrous (Other) None Detected Square 2'x2' Purple Carpet Fibrous 5% Glass Squares Homogeneous 041901893-0060 HA: 15 1479-CG1-2-Adhesive SW Corner of Bank - White 100% Non-fibrous (Other) None Detected White Adhesive Non -Fibrous 041901893-0060A Homogeneous HA: 15 1479-CG1-3-Carpet Bank by Tellers - 2'x2' Brown/Purple 80% Synthetic 20% Non-fibrous (Other) None Detected Square Purple Carpet Fibrous Squares Homogeneous 041901893-0061 HA: 15 1479-CG1-3-Adhesive Bank by Tellers - White 100% Non-fibrous (Other) None Detected White Adhesive Non -Fibrous 041901893-0061A Homogeneous HA: 15 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 10 of 28 EMSL Analytical, Inc. EMSL Order: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http:/Avww.EMSL.com/cinnasblab@EMSL.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1479-CT1-1 Breakroom Ceiling of White 50% Cellulose 20% Non-fibrous (Other) None Detected Bank - 2'x2' Lay -in Fibrous 30% Min. Wool 001901893-0062 Ceiling Tile (White) Homogeneous w/Pinholes HA: 16 1479-CT1-2 Breakroom Ceiling of White 50% Cellulose 20% Non-fibrous (Other) None Detected Bank - 2'x2' Lay -in Fibrous 30% Min. Wool 041901893-0063 Ceiling Tile (White) Homogeneous w/Pinholes HA: 16 1479-CT1-3 Breakroom Ceiling of White 60% Cellulose 10% Non-fibrous (Other) None Detected Bank - 2'x2' Lay -in Fibrous 30% Min. Wool 001901893-0064 Ceiling Tile (White) Homogeneous w/Pinholes HA: 16 1479-CT2-1 Bank Ceiling above White 50% Cellulose 20% Non-fibrous (Other) None Detected Cubicles - 2'x2' White Fibrous 30% Min. Wool 041901893-0065 Lay -In Ceiling Tile Homogeneous w/Rough Texture HA: 17 1479-CT2-2 Bank Ceiling above White 50% Cellulose 20% Non-fibrous (Other) None Detected Cubicles - 2'x2' White Fibrous 30% Min. Wool 041901893-0066 Lay -In Ceiling Tile Homogeneous w/Rough Texture HA: 17 1479-CT2-3 Bank Ceiling above Gray/White 60% Cellulose 10% Non-fibrous (Other) None Detected Cubicles - 2'x2' White Fibrous 30% Min. Wool 041901893-0067 Lay -In Ceiling Tile Homogeneous w/Rough Texture HA: 17 1479-CG2-1-Carpet NW Entry - Brown Brown/Black 50% Synthetic 50% Non-fibrous (Other) None Detected Square 18"x18" Carpet Fibrous Squares Homogeneous 041901893-0068 HA: 18 1479-CG2-1-Mastic NW Entry - Clear Clear 100% Non-fibrous (Other) None Detected Mastic Non -Fibrous 041901893-0068A Homogeneous HA: 18 1479-CG2-2-Carpet NW Entry - Brown Brown/Black 50% Synthetic 50% Non-fibrous (Other) None Detected Square 18'x18" Carpet Fibrous Squares Homogeneous 041901893-0069 HA: 18 1479-CG2-2-Mastic NW Entry - Clear Clear 100% Non-fibrous (Other) None Detected Mastic Non -Fibrous 041901893-0069A Homogeneous HA: 18 1479-CG2-3-Carpet SW Entry - Brown Brown/Black 80% Synthetic 20% Non-fibrous (Other) None Detected Square 18'x18" Carpet Fibrous Squares Homogeneous 041901893-0070 HA: 18 1479-CG2-3-Mastic SW Entry - Clear Clear 100% Non-fibrous (Other) None Detected Mastic Non -Fibrous 041901893-0070A Homogeneous HA: 18 City of Initial report from: 01/25/2019 15:05:18 1r'C A. Ol - 1.78 Printed: 1/28/2019 8:48 AM P 11 of EMSL Analytical, Inc. EMSL Order: 041901893 e , ., Customer ID: ALBS42 d, 1 ' - 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax 800 220-3675 / (856) 786-5974 11\��w ESLcorn / M Project ID: http UcinnasblabCEMSL.con, 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 1479-WP1-1-Wallaper Patient Waiting Room Yellow 25% Cellulose 75% Non-fibrous (Other) None Detected by Bathrrom - Yellow, Fibrous 041901893-0071 Cobble Stone Pattern Homogeneous Wallpaper HA: 19 1479-WP1-1-Mastic Patient Waiting Room Not Submitted by Bathrrom - Tan 041901893-0071A Mastic HA: 19 1479-WP1-2-Wallaper Patient Waiting Room Yellow 25% Cellulose 75% Non-fibrous (Other) None Detected by Bathrrom - Yellow, Fibrous 041901893-0072 Cobble Stone Pattern Homogeneous Wallpaper HA: 19 1479-WP1-2-Mastic Patient Waiting Room Not Submitted by Bathrrom - Tan 041901893-0072A Mastic HA: 19 1479-WP1-3-Wallaper Patient Waiting Room Yellow 20% Cellulose 80% Non-fibrous (Other) None Detected by Bathrrom - Yellow, Fibrous 041901893-0073 Cobble Stone Pattern Homogeneous Wallpaper HA: 19 1479-WP1-3-Mastic Patient Waiting Room Insufficient Material by Bathrrom - Tan 041901893-0073A Mastic HA: 19 1479-WP2-1-Wallaper Restroom East Wall Beige 15% Cellulose 70% Non-fibrous (Other) None Detected behind Picture - Beige Fibrous 15% Synthetic 041901893-0074 Knockdown Texture Homogeneous Wallpaper HA: 20 1479-WP2-1-Adhesive Restroom East Wall Not Submitted behind Picture - Tan 041901893-0074A Adhesive HA: 20 1479-WP2-2-Wallaper Restroom East Wall Beige 15% Cellulose 70% Non-fibrous (Other) None Detected behind Picture - Beige Fibrous 15% Synthetic 041901893-0075 Knockdown Texture Homogeneous Wallpaper HA: 20 1479-WP2-2-Adhesive Restroom East Wall Insufficient Material behind Picture - Tan 041901893-0075A Adhesive HA: 20 1479-WP2-3-Wallaper Restroom East Wall Tan 20% Cellulose 70% Non-fibrous (Other) None Detected behind Picture - Beige Fibrous 10% Synthetic 041901893-0076 Knockdown Texture Homogeneous Wallpaper HA: 20 1479-WP2-3-Adhesive Restroom East Wall Insufficient Material behind Picture - Tan 041901893-0076A Adhesive HA: 20 1479-WP3-1-Wallaper North Consultation Gray 15% Cellulose 70% Non-fibrous (Other) None Detected Room - Grey Vertical Fibrous 15% Synthetic 041901893-0077 Striped Wall Paper Homogeneous HA: 21 Initial report from 01/25/2019 15 05:18 ASB PL1b1 0003 0081 . 1 78 Printed: 1/28/2019 8 48 AM Page 12 of 28 EMSL Analytical, Inc. EMSL Order: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http //www EMSL corn / cinnasblab@EMSL.com 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 1479-WP3-1-Adhesive North Consultation Insufficient Material Room - Tan Adhesive 041901893-0077A HA: 21 1479-WP3-2-Wallaper North Consultation Gray 15% Cellulose 70% Non-fibrous (Other) None Detected Room - Grey Vertical Fibrous 15% Synthetic 041901893-0078 Striped Wall Paper Homogeneous HA: 21 1479-WP3-2-Adhesive North Consultation Insufficient Material Room - Tan Adhesive 041901893-0078A HA: 21 1479-WP3-3-Wallaper North Consultation Gray 20% Cellulose 70% Non-fibrous (Other) None Detected Room - Grey Vertical Fibrous 10% Synthetic 041901893-0079 Striped Wall Paper Homogeneous HA: 21 1479-WP3-3-Adhesive North Consultation Insufficient Material Room - Tan Adhesive 041901893-0079A HA: 21 1479-CG3-1 NW Corner of Patient Tan 50% Synthetic 50% Non-fibrous (Other) None Detected Waiting Room -Tan Fibrous 041901893-0080 Carpet Homogeneous HA: 22 1479-CG3-1A NW Corner of Patient Beige 100% Non-fibrous (Other) None Detected Waiting Room - Beige Non -Fibrous 041901893-0080A Mastic Homogeneous HA: 22 1479-CG3-2 NW Corner of Patient Tan 50% Synthetic 50% Non-fibrous (Other) None Detected Waiting Room -Tan Fibrous 041901893-0081 Carpet Homogeneous HA: 22 1479-CG3-2A NW Corner of Patient Beige 100% Non-fibrous (Other) None Detected Waiting Room - Beige Non -Fibrous 041901893-0081A Mastic Homogeneous HA: 22 1479-CG3-3 NW Corner of Patient Tan 100% Non-fibrous (Other) None Detected Waiting Room - Tan Fibrous 041901893-0082 Carpet Homogeneous HA: 22 1479-CG3-3A NW Corner of Patient Beige 100% Non-fibrous (Other) None Detected Waiting Room - Beige Non -Fibrous 041901893-0082A Mastic Homogeneous HA: 22 1479-CWT1-1-Wall Tile Bathroom West Wall Gray 100% Non-fibrous (Other) None Detected behind Door - 1'x2' Non -Fibrous 041901893-0083 Grey Ceramic Wall Homogeneous Tile HA: 23 1479-CWT1-1-Thinset Bathroom West Wall Gray 100% Non-fibrous (Other) None Detected Adhesive behind Door - Gray Non -Fibrous Thinset Adhesive Homogeneous 041901893-0083A HA: 23 1479-CWT1-2-Wall Tile Bathroom West Wall Gray 100% Non-fibrous (Other) None Detected behind Door - 1'x2' Non -Fibrous 041901893-0084 Grey Ceramic Wall Homogeneous y of Tile f � HA: 23 V vl]eat12i Initial report from: 01 /25/2019 15:05:18 1 a/ng p ASB_PLM 0008_0001 - 1,78 Printed: 1/28/2019 8:48 AM Pact of 28 EMSL Order: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax (800) 220-3675 / (856) 786-5974 Project ID: http //www EMSL com / cinnasblab@EMSLcom 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 1479-CWT1 -2-Th inset Bathroom West Wall Gray 100% Non-fibrous (Other) None Detected Adhesive behind Door - Gray Non -Fibrous Thinset Adhesive Homogeneous 041901893-0084A HA: 23 1479-CWT1-2-Leveler Bathroom West Wall White 100% Non-fibrous (Other) None Detected behind Door - Gray Non -Fibrous 041901893-0084B Thinset Adhesive Homogeneous HA: 23 1479-CWT1-3-Wall Tile Bathroom West Wall Gray 100% Non-fibrous (Other) None Detected behind Door - 1'x2' Non -Fibrous 041901893-0085 Grey Ceramic Wall Homogeneous Tile HA: 23 1479-CWT1-3-Thinset Bathroom West Wall Gray 100% Non-fibrous (Other) None Detected Adhesive behind Door - Gray Non -Fibrous Thinset Adhesive Homogeneous 041901893-0085A HA: 23 1479-CT3-1 Patient Waiting Room White 50% Cellulose 20% Non-fibrous (Other) None Detected NE Corner - 2'x4' Fibrous 30% Min. Wool 041901893-0086 White Lay -in Ceiling Homogeneous Tile w/Small Pinholes HA: 24 1479-CT3-2 Patient Waiting Room White 50% Cellulose 20% Non-fibrous (Other) None Detected NE Corner -2'x4' Fibrous 30% Min. Wool 041901893-0087 White Lay -in Ceiling Homogeneous Tile w/Small Pinholes HA: 24 1479-CT3-3 Patient Waiting Room Gray/White 50% Cellulose 20% Non-fibrous (Other) None Detected bt Door to Pharmacy - Fibrous 30% Min Wool 041901893-0088 2'x4' White Lay -in Homogeneous Ceiling Tile w/Small Pinholes HA: 24 1479-CG4-1-Carpet Tile SE Corner by Sink - Purple 20% Synthetic 80% Non-fibrous (Other) None Detected 16'x16 Purple Carpet Fibrous 041901893-0089 Tile Homogeneous HA: 25 1479-CG4-1-Mastic SE Corner by Sink - Yellow 100% Non-fibrous (Other) None Detected Yellow Mastic Non -Fibrous 041901893-0089A Homogeneous HA. 25 1479-CG4-2-Carpet Tile SE Corner by Sink - Purple 20% Synthetic 80% Non-fibrous (Other) None Detected 16"x16 Purple Carpet Fibrous 041901893-0090 Tile Homogeneous HA: 25 1479-CG4-2-Mastic SE Corner by Sink - Yellow 100% Non-fibrous (Other) None Detected Yellow Mastic Non -Fibrous 041901893-0090A Homogeneous HA. 25 1479-CG4-3-Carpet Tile SE Corner by Sink - Purple 30% Synthetic 70% Non-fibrous (Other) None Detected 16"x16 Purple Carpet Fibrous 041901893-0091 Tile Homogeneous HA: 25 1479-CG4-3-Mastic SE Corner by Sink - Yellow 100% Non-fibrous (Other) None Detected Yellow Mastic Non -Fibrous 041901693-0091A Homogeneous HA: 25 Initial report from. 01/25/2019 15 05:18 A,B PLhl 0008 0001 - 1 73 Printed 1/28/2019 8:48 AM Page 14 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 httpJ/www. EM SL.com/cinnasblab@EMSL.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Initial report from: 01/25/2019 15:05:18 1VJSu a1SB_PLM- 0008_-0001 - 1,78 Printed: 1/28/2019 8:48 AM �age�T5 of 28 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1479-SC1-1 Kitchen Sink in SW Gray 50% Cellulose 50% Non-fibrous (Other) None Detected Corner - Gray Sink Fibrous 041901893-0092 Undercoating Homogeneous HA: 26 1479-SC1-2 Kitchen Sink in SW Gray 50% Cellulose 50% Non-fibrous (Other) None Detected Corner - Gray Sink Fibrous 041901893-0093 Undercoating Homogeneous HA: 26 1479-SC1-3 Kitchen Sink in SW Gray 35% Cellulose 65% Non-fibrous (Other) None Detected Corner - Gray Sink Fibrous 041901893-0094 Undercoating Homogeneous HA: 26 1479-CT4-1 North Employee White 50% Cellulose 20% Non-fibrous (Other) None Detected Breakroom - 2'x4' Fibrous 30% Min. Wool 041901893-0095 White Lay -in Ceiling Homogeneous Tile w/Pinholes and Fissures HA: 27 1479-CT4-2 South Employee White 50% Cellulose 20% Non-fibrous (Other) None Detected Breakroom - 2'x4' Fibrous 30% Min. Wool 041901893-0096 White Lay -in Ceiling Homogeneous Tile w/Pinholes and Fissures HA: 27 1479-CT4-3 Starbucks Seating Gray/White 50% Cellulose 20% Non-fibrous (Other) None Detected Area - 2'x4 White Fibrous 30% Min. Wool 041901893-0097 Lay -in Ceiling Tile Homogeneous w/Pinholes and Fissures HA: 27 1479-CT5-1 West Starbucks White 50% Cellulose 20% Non-fibrous (Other) None Detected Seating Area - 2'x4' Fibrous 30% Min. Wool 041901893-0098 White Lay -in Ceiling Homogeneous Tile w/Pinholes HA: 28 1479-CT5-2 Soffit by NE White 50% Cellulose 20% Non-fibrous (Other) None Detected Emergency Exit Fibrous 30% Min. Wool 041901893-0099 Doors near Bakery - Homogeneous 2'x4 White Lay -in Ceiling Tile w/Pinholes HA: 28 1479-CT5-3 Ceiling by NE Entry to Gray/White 50% Cellulose 20% Non-fibrous (Other) None Detected Stockroom - 2'x4' Fibrous 30% Min. Wool 041901893-0100 White Lay -in Ceiling Homogeneous Tile w/Pinholes HA: 28 1479-CT6-1 Ceiling by NE Storage White 8% Glass 92% Non-fibrous (Other) None Detected Room - 2'x4' White Fibrous 041901893-0101 Gypsum Lay -in Homogeneous Ceiling Tile HA: 29 1479-CT6-2 Ceiling by NE Storage White 8% Glass 92% Non-fibrous (Other) None Detected Room - 2'x4' White Fibrous 041901893-0102 Gypsum Lay -in Homogeneous Ceiling Tile HA: 29 I Initial report from: 01/25/2019 15:05:18 1VJSu a1SB_PLM- 0008_-0001 - 1,78 Printed: 1/28/2019 8:48 AM �age�T5 of 28 EMSLOrder: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http://www EMSL.com / cinnasblab@EMSL.com 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 1479-CT6-3 Above Door to BrownNVhite 10% Cellulose 90% Non-fibrous (Other) None Detected Walk-in Cooler - 2'x4' Fibrous 041901893-0103 White Gypsum Lay -in Homogeneous Ceiling Tile HA: 29 1479-ES1-1 Pillar by NW Entrance Beige 100% Non-fibrous (Other) None Detected - Beige Exterior Non -Fibrous 041901893-0104 Orange Peel EIFS Homogeneous HA: 30 1479 -ESI -2 Column by SW Beige 100% Non-fibrous (Other) None Detected Entrance - Beige Non -Fibrous 041901893-0105 Exterior Orange Peel Homogeneous EIFS HA: 30 1479-ES1-3 Column by SW Beige 100% Non-fibrous (Other) None Detected Entrance - Beige Non -Fibrous 041901893-0106 Exterior Orange Peel Homogeneous EIFS HA: 30 1479-ES1-4 Column by SW Beige 100% Non-fibrous (Other) None Detected Entrance - Beige Non -Fibrous 041901893-0107 Exterior Orange Peel Homogeneous EIFS HA: 30 1479-ES1-5 Column by SW Beige 100% Non-fibrous (Other) None Detected Entrance - Beige Non -Fibrous 041901893-0108 Exterior Orange Peel Homogeneous EIFS HA: 30 1479-CMU1-1 By NW Entrance - Off Gray/White 100% Non-fibrous (Other) None Detected White 1'x2' Ceramic Non -Fibrous 041901893-0109 Masonry Unit Surface Heterogeneous Coating HA: 31 1479-CMU1-2 West Facing Wall in Gray/White 100% Non-fibrous (Other) None Detected Middle - Off White Non -Fibrous 041901893-0110 1'x7 Ceramic Heterogeneous Masonry Unit Surface Coating HA: 31 1479-CMU1-3 SW Corner - Off Gray/White 100% Non-fibrous (Other) None Detected White 1'x2' Ceramic Non -Fibrous 041901893-0111 Masonry Unit Surface Heterogeneous Coating HA: 31 1479-CMU1-4 SW Corner by Gray/White 100% Non-fibrous (Other) None Detected Adjacent Building - Non -Fibrous 041901893-0112 Off White 1'x2' Heterogeneous Ceramic Masonry Unit Surface Coating HA: 31 1479-CMU1-5 NW Corner - Off Gray/White 100% Non-fibrous (Other) None Detected White 1'x2' Ceramic Non -Fibrous 041901893-0113 Masonry Unit Surface Heterogeneous Coating HA: 31 1479-CMU1-6 NE Corner - Off White Gray/White 100% Non-fibrous (Other) None Detected 1'x2' Ceramic Non -Fibrous 041901893-0114 Masonry Unit Surface Homogeneous Coating Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/282019 8:48 AM Page 16 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax. (800) 220-3675 / (856) 786-5974 Project ID: httpllwww.EMSL.com/cinnasblab@EMSL.com 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 HA: 31 1479-CMU1-7 East Facing Wall of Gray/White 100% Non-fibrous (Other) None Detected Loading Dock - Off Non -Fibrous 041901893-0115 White 1'x2' Ceramic Homogeneous Masonry Unit Surface Coating HA: 31 1479-DS1-1 Plenum Above Gray/Green 5% Cellulose 95% Non-fibrous (Other) None Detected Stockroom by Water Non -Fibrous 041901893-0116 Heater Elevated - Homogeneous Gray/Green Duct Sealant HA: 32 1479 -DSI -2 Plenum Above Gray/Green 5% Cellulose 95% Non-fibrous (Other) None Detected Stockroom by Water Non -Fibrous 041901893-0117 Heater Elevated - Homogeneous Gray/Green Duct Sealant HA: 32 1479 -DS 1-3 Plenum Above Gray/Green 100% Non-fibrous (Other) None Detected Stockroom by Water Non -Fibrous 041901893-0118 Heater Elevated - Homogeneous Gray/Green Duct Sealant HA: 32 1479-ECT1-1 By SW Entry - Beige Beige 100% Non-fibrous (Other) None Detected Exterior Concrete Non -Fibrous 041901893-0119 Texture (Bumpy) Homogeneous HA: 33 1479-ECT1-2 By SW Entry - Beige Beige 100% Non-fibrous (Other) None Detected Exterior Concrete Non -Fibrous 041901893-0120 Texture (Bumpy) Homogeneous HA: 33 1479-ECT1-3 By SW Entry - Beige Beige 100% Non-fibrous (Other) None Detected Exterior Concrete Non -Fibrous 041901893-0121 Texture (Bumpy) Homogeneous HA: 33 1479-EDW1 -1 -Drywall Soffit by SW Entry - Beige 10% Cellulose 85% Non-fibrous (Other) None Detected Beige Untextured Fibrous 5% Glass 041901893-0122 Drywall Homogeneous HA: 34 1479-EDW1 -1 -Tape Soffit by SW Entry - White 90% Cellulose 10% Non-fibrous (Other) None Detected White Tape Fibrous 041901893-0122A Homogeneous HA: 34 1479-EDW1-1-Joint Soffit by SW Entry - White 100% Non-fibrous (Other) None Detected Compound White Joint Non -Fibrous Compound Homogeneous 041901893-01228 HA: 34 1479-EDW1-2-Drywall Soffit by SW Entry - Beige 10% Cellulose 85% Non-fibrous (Other) None Detected Beige Untextured Fibrous 5% Glass 041901893-0123 Drywall Homogeneous HA: 34 1479-EDW1-2-Tape Soffit by SW Entry - White 90% Cellulose 10% Non-fibrous (Other) None Detected' \' White Tape Fibrous ; o/ 041901893-0123A Homogeneous e9�tat HA: 34 linitial report from: 01/25/201915:05:18 ASB_PLM_0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 17 of 28 EMSLOrder: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax (800) 220-3675 / (856) 786-5974 Project ID: http//wrow EMSLcom / cinnasblab@EMSLcom 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 % lype 1479-EDW1-2-Joint Soffit by SW Entry - White 100% Non-fibrous (Other) None Detected Compound White Joint Non -Fibrous Compound Homogeneous 041901893-01238 HA: 34 1479-EDW1-3-Drywall Middle of Soffit - Beige 10% Cellulose 85% Non-fibrous (Other) None Detected Beige Untextured Fibrous 5% Glass 041901893-0124 Drywall Homogeneous HA: 34 1479-EDW1-3-Tape Middle of Soffit - White 90% Cellulose 10% Non-fibrous (Other) None Detected White Tape Fibrous 041901893-0124A Homogeneous HA: 34 1479-EDW1-3-Joint Middle of Soffit - White 100% Non-fibrous (Other) None Detected Compound White Joint Non -Fibrous Compound Homogeneous 041901893-01248 HA: 34 1479-EDW1-4-Drywall Soffit in SW Corner - Beige 10% Cellulose 85% Non-fibrous (Other) None Detected Beige Untextured Fibrous 5% Glass 041901893-0125 Drywall Homogeneous HA: 34 1479-EDW1-4-Tape Soffit in SW Corner - White 90% Cellulose 10% Non-fibrous (Other) None Detected White Tape Fibrous 041901893-0126A Homogeneous HA. 34 1479-EDW1-4-Joint Soffit in SW Corner - White 100% Non-fibrous (Other) None Detected Compound White Joint Non -Fibrous Compound Homogeneous 041901893-01258 HA: 34 1479-EDW1-5-Drywall Soffit in SW Corner - Brown=hite 15% Cellulose 85% Non-fibrous (Other) None Detected Beige Untextured Fibrous 041901893-0126 Drywall Homogeneous HA. 34 1479-EDW1-5-Tape Soffit in SW Corner - White 90% Cellulose 10% Non-fibrous (Other) None Detected White Tape Fibrous 041901893-0126A Homogeneous HA: 34 1479-EDW1-5-Joint Soffit in SW Corner - White 100% Non-fibrous (Other) None Detected Compound White Joint Non -Fibrous Compound Homogeneous 041901893-01266 HA: 34 1479-CWT2-1-Wall Tile Men's Restroom on Gray 100% Non-fibrous (Other) None Detected North Wall - Gray Non -Fibrous 041901893-0127 4'x4" Ceramic Wall Homogeneous Tile HA: 35 1479-CWT2-1-Adhesive Men's Restroom on Insufficient Material North Wall - Tan 041901893-0127A Adhesive HA_ 35 1479-CWT2-2-Wall Tile Men's Restroom on Gray 100% Non-fibrous (Other) None Detected North Wall - Gray Non -Fibrous 041901893-0128 4x4" Ceramic Wall Homogeneous Tile HA: 35 Initial report from. 01/25/2019 15:05:18 d.SS PL41 0003 9001 1 78 Printed: 1/28/2019 8 48 AM Page 18 of 28 EMSL Analytical, Inc. EMSL Order: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http//www.EMSL com / cinnasblab@EMSLcom 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 1479-CWT2-2-Adhesive Men's Restroom on Tan 100% Non-fibrous (Other) None Detected North Wall - Tan Non -Fibrous 041901893-0128A Adhesive Homogeneous HA: 35 1479-CWT2-3-Wall Tile Men's Restroom on Gray 100% Non-fibrous (Other) None Detected North Wall - Gray Non -Fibrous 041901893-0129 4"x4" Ceramic Wall Homogeneous Tile HA: 35 1479-CW72-3-Adhesive Men's Restroom on Tan 100% Non-fibrous (Other) None Detected North Wall - Tan Non -Fibrous 041901893-0129A Adhesive Homogeneous HA: 35 1479-CWT3-1-Wall Tile Deli NE Corner by Beige 100% Non-fibrous (Other) None Detected Storage Room - Non -Fibrous 041901893-0130 Beige 4"x4" Ceramic Homogeneous Wall Tile HA: 36 1479-CWT3-1-Adhesive Deli NE Corner by Tan 100% Non-fibrous (Other) None Detected Storage Room - Tan Non -Fibrous 041901893-0130A Adhesive Homogeneous HA: 36 1479-CWT3-1-Grout Deli NE Corner by Brown 100% Non-fibrous (Other) None Detected Storage Room - Grout Non -Fibrous 041901893-01308 Homogeneous HA: 36 1479-CWT3-2-Wall Tile Deli NE Corner by Beige 100% Non-fibrous (Other) None Detected Storage Room - Non -Fibrous 041901893-0131 Beige 4"x4" Ceramic Homogeneous Wall Tile HA: 36 1479-CWT3-2-Adhesive Deli NE Corner by Tan 100% Non-fibrous (Other) None Detected Storage Room - Tan Non -Fibrous 041901893-0131A Adhesive Homogeneous HA: 36 1479-CWT3-2-Grout Deli NE Corner by Brown 100% Non-fibrous (Other) None Detected Storage Room - Grout Non -Fibrous 041901893-01318 Homogeneous HA: 36 1479-CWT3-3-Wall Tile Deli NE Corner by Beige 100% Non-fibrous (Other) None Detected Storage Room - Non -Fibrous 041901893-0132 Beige 4"x4" Ceramic Homogeneous Wall Tile HA: 36 1479-CWT3-3-Adhesive Deli NE Corner by Tan 100% Non-fibrous (Other) None Detected Storage Room - Tan Non -Fibrous 041901893-0132A Adhesive Homogeneous No grout present HA: 36 1479-CWT4-1-Wall Tile Behind Bakery Beige 100% Non-fibrous (Other) None Detected Counter by Weight Non -Fibrous 0419 01893-01 33 Scale - Beige 12"x12" Homogeneous Ceramic Wall Tile HA: 37 1479-CWT4-1 -Th inset Behind Bakery Gray 100% Non-fibrous (Other) None Detected Adhesive Counter by Weight Non -Fibrous Scale - Gray Thinset Homogeneous 041901893-0133A Adhesive HA: 37 Initial report from: 01 /25/2019 15i051 8 ASS _Ptf; ',H)OS _ Jl_2 - 3.73 Printed: 1/28/2019 8:48 AM Page 19 of 28 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008 0001 - 1.73 Printed 1/28/2019 8:48 AM Page 20 of 28 EMSLOrder: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 _ 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http //www EMSLcom / cinnasblab@EMSLcom 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 1479-CWT4-2-Wall Tile Behind Bakery Beige 100% Non-fibrous (Other) None Detected Counter by Weight Non -Fibrous 041901893-0134 Scale - Beige 12'x12" Homogeneous Ceramic Wall Tile HA: 37 1479-CWT4-2-Thinset Behind Bakery Gray 100% Non-fibrous (Other) None Detected Adhesive Counter by Weight Non -Fibrous Scale - Gray Thinset Homogeneous 041901893-0134A Adhesive HA: 37 1479-CWT4-3-Wall Tile Behind Bakery Beige 100% Non-fibrous (Other) None Detected Counter by Weight Non -Fibrous 041901893-0135 Scale - Beige 12'x12" Homogeneous Ceramic Wall Tile HA: 37 1479-CWT4-3-Thinset Behind Bakery Gray 100% Non-fibrous (Other) None Detected Adhesive Counter by Weight Non -Fibrous Scale - Gray Thinset Homogeneous 041901893-0135A Adhesive HA: 37 1479-FRP1-1 Stockroom by Tan/Yellow 100% Non-fibrous (Other) None Detected Mopsink near NE Non -Fibrous 041901893-0136 Entry to Stockroom Homogeneous from Retail - Yellow/Tan FRP Mastic associated w/White Paneling HA: 38 1479-FRP1-2 Stockroom by Tan/Yellow 100% Non-fibrous (Other) None Detected Mopsink near NE Non -Fibrous 041901893-0137 Entry to Stockroom Homogeneous from Retail - Yellow/Tan FRP Mastic associated w/White Paneling HA: 38 1479-FRP1-3 Bakery SE Corner by Tan/Yellow 100% Non-fibrous (Other) None Detected Door to Stockroom - Non -Fibrous 041901893-0138 Yellow/Tan FRP Homogeneous Mastic associated w/White Paneling HA: 38 1479-WP4-1-Wallpaper SE Corner of North Yellow 20% Cellulose 80% Non-fibrous (Other) None Detected Breakroom - Yellow Fibrous 041901893-0139 Wallpaper Homogeneous HA: 39 1479-WP4-1-Adhesive SE Corner of North White 100% Non-fibrous (Other) None Detected Breakroom - White Non -Fibrous 041901893-0139A Adhesive Heterogeneous HA: 39 1479-WP4-2-Wallpaper SE Corner of North Yellow 20% Cellulose 80% Non-fibrous (Other) None Detected Breakroom - Yellow Fibrous 041901893-0140 Wallpaper Homogeneous HA: 39 1479-WP4-2-Adhesive SE Corner of North White 100% Non-fibrous (Other) None Detected Breakroom - White Non -Fibrous 041901893-0140A Adhesive Heterogeneous HA: 39 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008 0001 - 1.73 Printed 1/28/2019 8:48 AM Page 20 of 28 EIVISL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http//www.EMSL.com/cinnasblab@EMSL.com 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 1479-WP4-3-Wallpaper SE Corner of North Yellow 35% Cellulose 65% Non-fibrous (Other) None Detected Breakroom - Yellow Fibrous 041901893-0141 Wallpaper Homogeneous HA: 39 1479-WP4-3-Adhesive SE Corner of North White 100% Non-fibrous (Other) None Detected Breakroom - White Non -Fibrous 041901893-0141A Adhesive Homogeneous HA: 39 1479-MA1-1 West Wall of North Yellow/Orange 100% Non-fibrous (Other) None Detected Empolyee Breakroom Non -Fibrous 041901893-0142 - Yellow Orange Homogeneous Wood Paneling Mastic HA: 40 1479 -MAI -2 West Wall of North Yellow/Orange 100% Non-fibrous (Other) None Detected Empolyee Breakroom Non -Fibrous 041901893-0143 - Yellow Orange Homogeneous Wood Paneling Mastic HA: 40 1479-MA1-3 West Wall of North Yellow/Orange 100% Non-fibrous (Other) None Detected Empolyee Breakroom Non -Fibrous 041901893-0144 - Yellow Orange Homogeneous Wood Paneling Mastic HA: 40 1479-CB1-1-Cove Base North Wall of North Gray 100% Non-fibrous (Other) None Detected Employee Breakroom Non -Fibrous 041901893-0145 - Gray 4" Cove Base - Homogeneous Vinyl HA: 41 1479-CB1 -1 -Adhesive North Wall of North Tan 100% Non-fibrous (Other) None Detected Employee Breakroom Non -Fibrous 041901893-0145A -Tan Adhesive Homogeneous HA: 41 1479-CB1-2-Cove Base North Wall of North Gray 100% Non-fibrous (Other) None Detected Employee Breakroom Non -Fibrous 041901893-0146 - Gray 4" Cove Base - Homogeneous Vinyl HA: 41 1479-CB1-2-Adhesive North Wall of North Tan 100% Non-fibrous (Other) None Detected Employee Breakroom Non -Fibrous 041901893-0146A - Tan Adhesive Homogeneous HA: 41 1479-CB1-3-Cove Base North Wall of North Gray 100% Non-fibrous (Other) None Detected Employee Breakroom Non -Fibrous 041901893-0147 - Gray 4" Cove Base - Homogeneous Vinyl HA: 41 1479 -CBI -3 -Adhesive North Wall of North Tan 100% Non-fibrous (Other) None Detected Employee Breakroom Non -Fibrous 041901893-0147A - Tan Adhesive Homogeneous HA: 41 1479-CB2-1-Cove Base Employee Breakroom Black 100% Non-fibrous (Other) None Detected 041901893-0148 (South) in NE Corner Black 4' Cove Base Non -Fibrous Homogeneous Vinyl HA: 42 �.. . nP.. Initial report from: 01 /25/2019 15:05:18 0v ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM tJPa e 28 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 22 of 28 EMSLOrder: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http.//www EMSL.com / cinnasblab@EMSL.com 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 1479-CB2-1-Adhesive Employee Breakroom Tan 100% Non-fibrous (Other) None Detected (South) in NE Corner Non -Fibrous 041901893-0148A - Tan Adhesive Homogeneous HA: 42 1479-CB2-2-Cove Base Employee Breakroom Black 100% Non-fibrous (Other) None Detected (South) in NE Corner Non -Fibrous 041901893-0149 Black 4' Cove Base Homogeneous Vinyl HA: 42 1479-CB2-2-Adhesive Employee Breakroom Tan 100% Non-fibrous (Other) None Detected (South) in NE Comer Non -Fibrous 041901893-0149A - Tan Adhesive Homogeneous HA: 42 1479-CB2-3-Cove Base SW Entry by North Black 100% Non-fibrous (Other) None Detected Storage Room - Black Non -Fibrous 041901893-0150 4" Cove Base - Vinyl Homogeneous HA: 42 1479-CB2-3-Adhesive SW Entry by North Tan 100% Non-fibrous (Other) None Detected Storage Room - Tan Non -Fibrous 041901893-0150A Adhesive Homogeneous HA: 42 1479-DW1 -1 -Drywall Stockroom Elevated White 10% Cellulose 85% Non-fibrous (Other) None Detected Water Heater Landing Fibrous 5% Glass 041901893-0151 - Untextured Drywall Homogeneous HA: 43 1479-DW1 -1 -Joint Stockroom Elevated White 100% Non-fibrous (Other) None Detected Compound Water Heater Landing Non -Fibrous - White Joint Homogeneous 041901893-0151A Compound HA: 43 1479-DW1-2-Drywall Stock Room above White 10% Cellulose 85% Non-fibrous (Other) None Detected NE Entry - Untextured Fibrous 5% Glass 041901893-0152 Drywall Homogeneous HA: 43 1479-DW1-2-Joint Stock Room above White 100% Non-fibrous (Other) None Detected Compound NE Entry - White Non -Fibrous Joint Compound Homogeneous 041901893-0152A HA: 43 1479-DW1-3-Drywall Storage Room in White 10% Cellulose 85% Non-fibrous (Other) None Detected Stock Room for Fibrous 5% Glass 041901893-0153 Starbucks - Homogeneous Untextured Drywall HA: 43 1479 -DWI -3 -Joint Storage Room in White 100% Non-fibrous (Other) None Detected Compound Stock Room for Non -Fibrous Starbucks - White Homogeneous 041901893-0153A Joint Compound HA: 43 1479-DW1-4-Drywall MDF/ Electrical Room White 10% Cellulose 85% Non-fibrous (Other) None Detected in Stockroom - Fibrous 5% Glass 041901893-0154 Untextured Drywall Homogeneous HA: 43 1479-DW1-4-Joint MDF/ Electrical Room White 100% Non-fibrous (Other) None Detected Compound in Stockroom - White Non -Fibrous Joint Compound Homogeneous 041901893-0154A HA: 43 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 22 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-36751(856) 786-5974 Project ID: - http//wwwEMSLcom/cinnasbiab@EMSLcom Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1479-DW1-5-Drywall West Wall above SE White 10% Cellulose 85% Non-fibrous (Other) None Detected Entry to Stockroom - Fibrous 5% Glass 041901893-0155 Untextured Drywall Homogeneous HA: 43 1479-DW1-5-Joint West Wall above SE White 100% Non-fibrous (Other) None Detected Compound Entry to Stockroom - Non -Fibrous White Joint Homogeneous 041901893-0155A Compound HA: 43 1479-DW1-6-Drywall South Wall above SE White 10% Cellulose 85% Non-fibrous (Other) None Detected Entry to Stockroom - Fibrous 5% Glass 041901893-0156 Untextured Drywall Homogeneous HA: 43 1479-DW1-6-Joint South Wall above SE White 100% Non-fibrous (Other) None Detected Compound Entry to Stockroom - Non -Fibrous White Joint Homogeneous 041901893-0156A Compound HA43 1479-DW1-7-Drywall Ceiling above White 10% Cellulose 85% Non-fibrous (Other) None Detected Produce Wash Area Fibrous 5% Glass 041901893-0157 in Stockroom - Homogeneous Untextured Drywall HA: 43 1479-DW1-7-Joint Ceiling above White 100% Non-fibrous (Other) None Detected Compound Produce Wash Area Non -Fibrous in Stockroom - White Homogeneous 041901893-0157A Joint Compound HA: 43 1479-DW2-1-Drywall NW Entry by Soda White 10% Cellulose 85% Non-fibrous (Other) None Detected Dispenser/Starbucks Fibrous 5% Glass 041901893-0158 Storage - Untextured Homogeneous Drywall HA: 44 1479-DW2-1-Joint NW Entry by Soda White 100% Non-fibrous (Other) None Detected Compound Dispenser/Starbucks Non -Fibrous Storage - White Joint Homogeneous 041901893-0158A Compound HA: 44 1479-DW2-2-Drywall West Wall of Seating White 10% Cellulose 85% Non-fibrous (Other) None Detected Area across from Fibrous 5% Glass 041901893-0159 Starbucks- Homogeneous Untextured Drywall HA: 44 1479-DW2-2-Joint West Wall of Seating White 100% Non-fibrous (Other) None Detected Compound Area across from Non -Fibrous Starbucks - White Homogeneous 041901893-0159A Joint Compound HA: 44 1479-DW2-3-Drywall West Wall in Front of White 10% Cellulose 85% Non-fibrous (Other) None Detected Customer Service - Fibrous 5% Glass 041901893-0160 Untextured Drywall Homogeneous HA: 44 1479-DW2-3-Joint West Wall in Front of White 100% Non-fibrous (Other) None Detected Compound Customer Service - Non -Fibrous White Joint Homogeneous 041901893-0160A Compound HA: 44 Initial report from: 01/25/2019 15:05:18 ASF PL!_ l .9008 EJ , , f 73 Printed: 1/28/2019 8:48 AM Page 23 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http //www EMSL.com / cinnasblab@EMSL.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1479-DW2-4-Drywall West Wall in Front of White 10% Cellulose 85% Non-fibrous (Other) None Detected Customer Service - Fibrous 5% Glass 041901693-0161 Untextured Drywall Homogeneous HA: 44 1479-DW2-4-Joint West Wall in Front of White 100% Non-fibrous (Other) None Detected Compound Customer Service - Non -Fibrous White Joint Homogeneous 041901893-0161A Compound Limited material. HA: 44 1479-DW2-5-Drywall SE Entry to White 10% Cellulose 85% Non-fibrous (Other) None Detected Stockroom by Fibrous 5% Glass 041901893-0162 Produce - Untextured Homogeneous Drywall HA: 44 1479-DW2-5-Joint SE Entry to White 100% Non-fibrous (Other) None Detected Compound Stockroom by Non -Fibrous Produce - White Joint Homogeneous 041901693-0162A Compound HA: 44 1479-DW2-6-Drywall North Wall between Brown)White 40% Cellulose 55% Non-fibrous (Other) None Detected Pharmacy and Meat Fibrous 5% Glass 041901893-0163 Section - Untextured Homogeneous Drywall HA: 44 1479-DW2-6-Joint North Wall between White 100% Non-fibrous (Other) None Detected Compound Pharmacy and Meat Non -Fibrous Section - White Joint Homogeneous 041901893-0163A Compound HA: 44 1479-DW2-6-Ceiling North Wall between Gray/White 60% Cellulose 15% Non-fibrous (Other) None Detected Tile Pharmacy and Meat Fibrous 25% Min. Wool Section - White Joint Homogeneous 041901893-01638 Compound Ceiling the present in drywall/jc bag HA: 44 1479-DW2-7-Drywall South Wall by NE BrownNVhite 40% Cellulose 55% Non-fibrous (Other) None Detected Entry to Stockroom by Fibrous 5% Glass 041901893-0164 Pharmacy - Homogeneous Untextured Drywall HA: 44 1479-DW2-7-Joint South Wall by NE White 100% Non-fibrous (Other) None Detected Compound Entry to Stockroom by Non -Fibrous Pharmacy - White Homogeneous 041901693-0164A Joint Compound HA: 44 1479-DW1-8-Drywall Employee Breakroom BrowniWhite 30% Cellulose 65% Non-fibrous (Other) None Detected above Grid - Fibrous 5% Glass 041901893-0165 Untextured Drywall Homogeneous HA:43 1479-DW1-8-Joint Employee Breakroom White 100% Non-fibrous (Other) None Detected Compound above Grid - White Non -Fibrous Joint Compound Homogeneous 041901893-0165A HA: 43 1479-DW1-9-Drywall North Office by BrowniWhite 25% Cellulose 70% Non-fibrous (Other) None Detected Starbucks Seating Fibrous 5% Glass 041901893-0166 Area - Untextured Homogeneous Drywall Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 24 of 28 EMSL Analytical, Inc. EMSL Order: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 http /Iwww EMSLCOm / cinnasblab@EMSLcom 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 HA 43 1479 -DWI -9 -Joint North Office by White 100% Non-fibrous (Other) None Detected Compound Starbucks Seating Non -Fibrous Area - White Joint Homogeneous 041901893-0166A Compound HA: 43 1479-DUCT1-1 Duct between Deli White 60% Cellulose 30% Non-fibrous (Other) None Detected and Break Room - Fibrous 10% Glass 041901893-0167 White Duct/ Fume Homogeneous Hood Wrap HA: 45 1479-DUCT1-2 Duct between Deli White 50% Cellulose 40% Non-fibrous (Other) None Detected and Break Room - Fibrous 10% Glass 041901893-0168 White Duct / Fume Homogeneous Hood Wrap HA: 45 1479-DUCT1-3 Duct between Deli White 50% Cellulose 40% Non-fibrous (Other) None Detected and Break Room - Fibrous 10% Glass 041901893-0169 White Duct/ Fume Homogeneous Hood Wrap HA: 45 1479-FT1-8-Floor Tile Aisle 2 - East End - White 100% Non-fibrous (Other) None Detected White 12'x12" Mottle Non -Fibrous 041901893-0170 Pattern Floor Tile Homogeneous HA: 1 1479-FT1-8-Mastic Aisle 2 - East End - Black 100% Non-fibrous (Other) None Detected Black Mastic Non -Fibrous 041901893-0170A Homogeneous HA: 1 1479-FT1-9-Floor Tile Aisle 4 - Middle by White 100% Non-fibrous (Other) None Detected North Shelving - Non -Fibrous 041901893-0171 White 12'x12" Mottle Homogeneous Pattern Floor Tile HA: 1 1479-FT1-9-Mastic Aisle 4- Middle by Black 100% Non-fibrous (Other) None Detected North Shelving - Non -Fibrous 041901893-0171A Black Mastic Homogeneous HA: 1 1479-FT1 -1 0 -Floor Tile Aisle 8 - Middle by White 100% Non-fibrous (Other) None Detected North Shelving - Non -Fibrous 041901893-0172 White 12'x12" Mottle Homogeneous Pattern Floor Tile HA: 1 1479-FT1-10-Mastic Aisle 8 - Middle by Black 100% Non-fibrous (Other) None Detected North Shelving - Non -Fibrous 041901893-0172A Black Mastic Homogeneous HA: 1 1479-FT1 -11 -Floor Tile Aisle 11 - East End - White 100% Non-fibrous (Other) None Detected White 12"x12" Mottle Non -Fibrous 041901893-0173 Pattern Floor Tile Homogeneous HA: 1 1479-FT1 -11 -Mastic Aisle 11 - East End - Black 100% Non-fibrous (Other) None Detected Black Mastic Non -Fibrous 041901893-0173A Homogeneous HA: 1 j �! 1479-FT1 -1 2 -Floor Tile Aisle 14 - Middle by White 100% Non-fibrous (Other) N e De[ iLdl South Shelving - Non -Fibrous a9Q, 041901893-0174 White 12'x12" Mottle Homogeneous Pattern Floor Tile �9 Initial report from: 01/25/201915:05:18 0 ASS PCN3_0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 25 of 28 Initial report from: 01/25/2019 15.05:18 ASB PLM 0008 0001 - 1.78 Printed: 1/2812019 8.48 AM Page 26 of 28 EMSL Order: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax. (800) 220-3675 / (856) 786-5974 Project ID: http //www EMSL com / cinnasblab@EMSLcom 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 % lype HA'. 1 1479-FT1-12-Mastic Aisle 14 - Middle by Black 100% Non-fibrous (Other) None Detected South Shelving - Non -Fibrous 041901893-0174A Black Mastic Homogeneous HA:1 1479-FT2-8-Floor Tile Aisle 16 - Center by Yellow 100% Non-fibrous (Other) None Detected South Shelves - Non -Fibrous 041901893-0175 Yellow 12"x12" Mottle Homogeneous Pattern Floor Tile HA: 2 1479-FT2-8-Mastic Aisle 16 - Center by Yellow/Clear 100% Non-fibrous (Other) None Detected South Shelves - Non -Fibrous 041901893-0175A Clear/Yellow Mastic Homogeneous HA:2 1479-FT2-9-Floor Tile By SW Entry and Yellow 100% Non-fibrous (Other) None Detected Produce - Yellow Non -Fibrous 041901893-0176 12'X12" Mottle Homogeneous Pattern Floor Tile HA: 2 1479-FT2-9-Mastic By SW Entry and Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected Produce - Non -Fibrous 041901893-0176A Clear/Yellow Mastic Heterogeneous Inseparable yellow/clear mastic and gray leveler HA:2 1479-FT2-10-Floor Tile By Amazon Lockers Yellow 100% Non-fibrous (Other) None Detected North of Customer Non -Fibrous 041901893-0177 Service Desk - Yellow Homogeneous 12'X12" Mottle Pattern Floor Tile HA:2 1479-FT2-10-Mastic By Amazon Lockers Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected North of Customer Non -Fibrous 041901893-0177A Service Desk - Heterogeneous Clear/Yellow Mastic Inseparable yellow/clear mastic and gray leveler HA:2 1479-FT2-11-Floor Tile East of Bank Between Yellow 100% Non-fibrous (Other) None Detected Check-out Registers Non -Fibrous 041901893-0178 6 and 7 - Yellow Homogeneous 12"x12" Mottle Pattern Floor Tile HA:2 1479-FT2-11-Mastic East of Bank Between Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected Check-out Registers Non -Fibrous 041901893-0178A 6 and 7 - Clear/Yellow Heterogeneous Mastic Inseparable yellow/clear mastic and gray leveler HA:2 1479-FT2-12-Floor Tile By Door to Pharmacy Yellow 100% Non-fibrous (Other) None Detected Waiting Area -Yellow Non -Fibrous 041901893-0179 12"x12" Mottle Homogeneous Pattern Floor Tile HA: 2 1479-FT2-12-Mastic By Door to Pharmacy Gray/Yellow/Clear 100% Non-fibrous (Other) None Detected Waiting Area - Non -Fibrous 041901893-0179A Clear/Yellow Mastic Heterogeneous Inseparable yellow/clear mastic and gray leveler HA:2 Initial report from: 01/25/2019 15.05:18 ASB PLM 0008 0001 - 1.78 Printed: 1/2812019 8.48 AM Page 26 of 28 EMSL Analytical, Inc. EMSLOrder: 041901893 Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 http://www.EMSL.com/cinnasblab@EMSL.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type 1479-FT3-6-Floor Tile East Portion by Deli Brown 100% Non-fibrous (Other) None Detected Meat Fridge - 6'x30" Non-Fibrous 041901893-0180 Faux Wood Floor Tile Homogeneous HA: 3 1479-FT3-6-Mastic East Portion by Deli Yellow 100% Non-fibrous (Other) None Detected Meat Fridge - Clear Non-Fibrous 041901893-0180A Mastic Homogeneous HA: 3 1479-FT3-7-Floor Tile Fridge for Floral Gray/Black 100% Non-fibrous (Other) None Detected Section - 6'x30" Faux Non-Fibrous 041901893-0181 Wood Floor Tile Homogeneous HA:3 1479-FT3-7-Mastic Fridge for Floral Insufficient Material Section - Clear Mastic 041901893-0181A HA: 3 1479-FT4-6-Floor Tile Aisle 14 - East End by White 100% Non-fibrous (Other) None Detected Meat Department - Non-Fibrous 041901893-0182 12'x12" White Floor Homogeneous Tile with Dark Specks HA:4 1479-FT4-6-Mastic Aisle 14 - East End by Tan 100% Non-fibrous (Other) None Detected Meat Department - Non-Fibrous 041901893-0182A Tan Mastic Homogeneous HA: 4 1479-FT4-7-Floor Tile Aisle 11 - East End by White 100% Non-fibrous (Other) None Detected Meat Department - Non-Fibrous 041901893-0183 12'x12" White Floor Homogeneous Tile with Dark Specks HA: 4 1479-FT4-7-Mastic Aisle 11 - East End by TanBlack 100% Non-fibrous (Other) None Detected Meat Department - Non-Fibrous 041901893-0183A Tan Mastic Homogeneous HA: 4 1479-FT5-6-Floor Tile Aisle 8 - East End Beige 100% Non-fibrous (Other) None Detected towards Pharmacy - Non-Fibrous 041901893-0184 12'x12' Beige Floor Homogeneous Tile (Mottle Pattern) HA: 5 1479-FT5-6-Mastic Aisle 8 - East End Tan 100% Non-fibrous (Other) None Detected towards Pharmacy - Non-Fibrous 041901893-0184A Tan Mastic Homogeneous HA: 5 1479-FT5-7-Floor Tile Aisle 4 - Middle by Beige 100% Non-fibrous (Other) None Detected South Shelves - Non-Fibrous 041901893-0185 12'x12' Beige Floor Homogeneous Tile (Mottle Pattern) HA: 5 1479-FT5-7-Mastic Aisle 4 - Middle by Tan 100% Non-fibrous (Other) None Detected South Shelves - Tan Non-Fibrous 041901893-0185A Mastic Homogeneous HA: 5 1479-MFT1 -1 -Floor Tile Aisle 16 - North Side Brown/Gray 100% Non-fibrous (Other) None Detected under Gondola - Faux Non-Fibrous 041901893-0186 Wood Floor Tile Homogeneous HA: 46 1479-MFT1 -1 -Mastic Aisle 16 - North Side White 100% Non-fibrous (Other) one Detected under Gondola - Non-Fibrous "'M 041901893-0186A White Mastic Homogeneous eat Ridge Initial report from: 01/25/2019 15:05:18 uddfng D' ;� ASB--PLM-0008-0001 - 1.78 Printed: 1/28/2019 8:48 AM of 28 Analyst(s) Amy Latham (133) Daniel Fricker (27) Erica Valent (22) John Flanagan (18) Jose Sanchez (84) Quynh Vu (8) Seri Smith (37) Benjamin Ellis, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim Method"), but augmented with procedures outlined in the 1993 ("final") version of the method. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations . Interpretation and use of test results are the responsibility of the client All samples received in acceptable condition unless otherwise noted. 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 EMSL recommends gravimetric reduction for all non -friable organically bound materials prior to analysis. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code 101048-0, AIHA-LAP, LLC-IHLAP Lab 100194, NYS ELAP 10872, NJ DEP 03036, PA ID# 68-00367 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 28 of 28 EMSL Order: 041901893 EMSL Analytical, Inc. Customer ID: ALBS42 200 Route 130 North Cinnaminson, NJ 08077 Customer PO: Tel/Fax: (800) 220-3675 / (856) 786-5974 Project ID: http://www EMSL.com / cinnasblab@EMSL.com 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 HA: 46 1479-MFT1-2-Floor Tile Aisle 16 - North Side Brown/Gray 100% Non-fibrous (Other) None Detected under Gondola - Faux Non -Fibrous 041901893-0187 Wood Floor Tile Homogeneous HA: 46 1479-MFT1-2-Mastic Aisle 16 - North Side White 100% Non-fibrous (Other) None Detected under Gondola - Non -Fibrous 041901893-0187A White Mastic Homogeneous HA: 46 1479 -MFT 1 -3-Floor Tile Aisle 16 - North Side Brown/Gray 100% Non-fibrous (Other) None Detected under Gondola - Faux Non -Fibrous 041901893-0188 Wood Floor Tile Homogeneous HA: 46 1479-MFT1-3-Mastic Aisle 16 - North Side Yellow 100% Non-fibrous (Other) None Detected under Gondola - Non -Fibrous 041901893-0188A White Mastic Homogeneous HA: 46 Analyst(s) Amy Latham (133) Daniel Fricker (27) Erica Valent (22) John Flanagan (18) Jose Sanchez (84) Quynh Vu (8) Seri Smith (37) Benjamin Ellis, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim Method"), but augmented with procedures outlined in the 1993 ("final") version of the method. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations . Interpretation and use of test results are the responsibility of the client All samples received in acceptable condition unless otherwise noted. 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 EMSL recommends gravimetric reduction for all non -friable organically bound materials prior to analysis. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code 101048-0, AIHA-LAP, LLC-IHLAP Lab 100194, NYS ELAP 10872, NJ DEP 03036, PA ID# 68-00367 Initial report from: 01/25/2019 15:05:18 ASB PLM 0008_0001 - 1.78 Printed: 1/28/2019 8:48 AM Page 28 of 28 OrderlD: 041901893 N-, Li� ti 2 ZW Loi r W Cl a4 20 — J o� �o � Z a0 L L I; in G P-igt- 1 Of 32 J z m C d PE� ' 1 .tUtirc h z 16 °f N Cll:td P `ls. J. W c � o0 U � v c o ❑ O Nn .a T y O ` m m J Li cm CEL to cu 2 - cn rn Z 6 ,. 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F- O w2 �_ QU Page 14 Of 32 6 cn ro c Q =° I � o ��.G �Q 1 N ro �vikll ; - k C E � �o o� 0 U C O CD I-- o O a # ami ys[}• d J 7 C0 o CS E � a w J n m z = C 0 a � T .. . u .0 C O a N cn cm m J in in G O Ln o a 0 -0 w m < o N $i m o o } > > n _ T o v .N co F- v Fn ��� (n F- �jQ�� W H CCVVII �{�qqd}\in try SI!- TVJ M Z;52 Cna USE � F- N E N y �• O O C U t° a E 0 U cn ix t° J o 0 U CL +' m 0 U U 0 L co N OC to -16 _ 2 A O N m 4 1 Oi Q n m Q YYY J[ V >( � a s n o a _ '� ri c� N N75 N ri N g c�i CL/7 hi m in Vj v Q Cr o a a� c E a m �n o- v �v •- vv v v z< v w Page 14 Of 32 6 cn ro c Q OrderID: 041901893 1� G O O L LL r V Q W a F- �N N U 0 LL NO wZ in U)= v Pane 15 Of 32 �c 4JJ�(01 O ,i43] i= R ..�� ' E E N = U O G E E E u c c U � � \ � o 0 0 ❑ z o m O 6 3 z m co o o ❑ 4- J d i 1 N Ucn al CL E ,[ U� C1 M A NJ m LQ' Nr\ G O N n- C N � [o •fl O to G a > a > m a > o U m ai to o o cu a) a) a cu Z d U Cl a x U tY CA N o miin v) I-- w ui cq F- � (� q Cf) _ cn c vs N h- � �in to F-- m E_ m E t- cu a cuw N t6 U m d a D G a E c� Q1 2 G ¢- U) w R CL m ti d 001 _ V > tui E 7 J v77 O V d c co o N O in '� Poo U C Chi t�6 ,� � �•"• O di vT, O a 0. 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NO mz Q= U 0 41 rn C �a E Paqe 32 Of 32 C6 U C Q 0 •+R:` tern �i`.. f: v c c „t o ��� m o D C3 aCLXX V Q O E L Q c Q A O 0 U z O co CL O O z ` m W oU ._oi C U 4" U) o ai w E 9 co a in: > . w .� o. cc O O_ � d T _Q - ( S C L c N C .G t0 O o m .o o •co U U Z Q U d J 2 0 W E U) Q ; Q U3 to `L' i-- Cn (n a cm A m p N p T C U n. E U ~ cc � m OaGi c c 0 C4 0 CD 19 -1 o : a coo � a� J 0 3 43 to x �t a N m Q J C a 2 Z a S' �' T 6. a n fl A c-cn G coo ro U m N d v vr- �„ v v v w M d Z : ¢ w Paqe 32 Of 32 C6 U C Q ASBESTOS CODES AND REGULATIONS CODES AND REGULATIONS Federal regulations which govern asbestos abatement work or hauling, and disposal of asbestos waste materials include but are not limited to the following: U.S. Department of Labor, Occupational Safety and Health Administration: Asbestos Regulations Title 29, Part 1910, Section 1001 of the Code of Federal Regulations Final Rule Title 29, Part 1926, Section 1101 of the Code of Federal Regulations Respiratory Protection Title 29, Part 1910, Section 134 of the Code of Federal Regulations Construction Industry Title 29, Part 1926, of the Code of Federal Regulations Access to Employee Exposure & Medical Records Title 29, Part 1910, Section 20 of the Code of Federal Regulations Hazard Communication Title 29, Part 1910, Section 1200 of the Code of Federal Regulations Specifications for Accident Prevention Signs and Taps Title 29, Part 1910, Section 145 of the Code of Federal Regulations Environmental Protection Agency (EPA) including but not limited to: Worker Protection Rule 40 CFR Part 763, Subpart G CPTS 62044, FLR 2843-9 Federal Register, Vol. 50, No. 134, 7/12/85 P28530-28540 Regulation for Asbestos Title 40, Part 61, Subpart A of the Code of Federal Regulations National Emission Standard for Asbestos Title 40, Part 61, Subpart M of the Code of Federal Regulations including NESHAP Revision; Final Rule, Federal Register; Tuesday, November 20, 1990. Asbestos Hazard Emergency Response Act (AHERA) Regulations 40 CFR 763 Subpart E U.S. Department of Transportation (DOT) including but not limited to: Hazardous Substances: Final Rule Regulation 49 CFR, Parts 171 and 172 Uniform Fire Code: Asbestos Removal UFC Section 87.106, 87.102 Standards which govern asbestos abatement work or hauling, and disposal of asbestos waste materials include but are not limited to the following: STATE American National Standards Institute (ANSI) Fundamentals Governing the Design and Operation of Local Exhaust Systems Publication Z9.2-79 Practices for Respiratory Protection Publication Z88.2-80 CDPHE Colorado Air Quality Control Commission, Regulation No. 8, Part B t;ity of Wheat Ridge udding Diviso City of `7`I heat i e BUSINESS LICENSE INSPECTION PERMIT NO. 201800092 BUSINESS NAME: Cardpool Inc. ADDRESS: 3900 Wadsworth Blvd CONTACT NAME: Kelsey SQ FT M OCCUPANCY TYPE q OCCUPANCY LOAD X SPRINKLERED NON-SPRINKLERED L Inspector Signature INSPECTION DAY/TIME Tues. Jan 16th @ 10:00 AM 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: 3 9 0 o n Js u.) c,-]hi,A Permit Number: a► 8 0 V o g a Lar'er1:Se Approved ❑ No one available for inspection: Time I -- -P,,5- AMCM) Re -inspection required: Yes clqo) When corrections have been made, call for re -inspection at 303-234-5933 Date: ► ! -7 11q Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201709678 PERMIT NO: 201709678 ISSUED: 12/22/2017 JOB ADDRESS: 3900 Wadsworth BLVD EXPIRES: 12/22/2018 JOB DESCRIPTION: Commercial Sign permit for the removal of existing sign and installation of a new sign for Wells Fargo. New sign will use the existing amps provided. *** CONTACTS *** OWNER (919)842-2563 WHEAT RIDGE 08 A LLC Wells Fargo SUB (386)212-2405 Will Strickland 170653 Southeastern LightingSolutions *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 800.00 FEES Total Valuation 0.00 Plan Review Fee 23.86 Use Tax 16.80 Permit Fee 36.70 ** TOTAL ** 77.36 *** COMMENTS *** *** CONDITIONS *** 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. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. City of Wheat Ridge r° Commercial Sign PERMIT - 201709678 PERMIT NO: 201709678 ISSUED: 12/22/2017 JOB ADDRESS: 3900 Wadsworth BLVD EXPIRES: 12/22/2018 JOB DESCRIPTION: Commercial Sign permit for the removal of existing sign and installation of a new sign for Wells Fargo. New sign will use the existing amps provided. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable buildV d all applicable unicipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owperty and am a rized to obtain this permit and perform the work described and approved in conjunction with this ppermiI fuat I am legally thorized to include al[ entities named within this document as partes to the work to be perfor d'and o be erf"or 8 is disclosed in this document and/or its' accompanying approved plans and specifications.1-7 Signature of OWNER 6r—CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 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 colo any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official — Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY I City of Date: �/ -��Commuwry DEvr-LoPmEw.j9e Building d lnspoction Services Divislon 7500 W. 20P Ave., wheat Ridge, CO 80033 Plan Roview Fee: r Office: 303-235-2855 * Fax: 303-237-8929 77, 7 7 `f / 3 1 Inspection Line: 303-234-5933 Building Permit Application "* Phwe compte a 44MV tttghftd ww,cm both ai0w:ofthis 'Wll'1, bvwpye%oppIk itlons my rot bo pvoowjv4 0" 00009 Addme: (if different then property address) Address: �— \v - 1f *m City h.%s tl � � . i► i► Ili � r 04:0ont cors: Etectrica,. W.R. City License # Other City Licensed City License # _-,.- �, a tmo: W.R. City i Other City Licensed Sub: City License # W.R. City License # Complete all information on BOTH sides of this form 08,30rigUan of work: (Check all that apply) 0 NEW COMMERCIAL STRUCTURE 8ELECTRICAL 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 ANCLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APP REPAIR or REPrjMENT %V1ifrt_ OTHER (Describe)_ 0 —Inn(Ac'a— Owr projects, please provJ& i4lbOW description of work to bepWormIncludit proposed uses, square footage, existing condition an # propo�ed new Condit 11whienci amount of materials to be used, eto.)*A, -f rvet'o ns�a-D CLI 0-YA 0 4ryv% Sq. FULF Btu's Amps Squares Gallons Other Ov*ct Woo; (Contract value or the cost of &rnateflals and labor Included In the gaft project) 0 9 current use or areas, size and eftency, typwand OWNEWCONTRACTOR 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 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued basad 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. CINC450XV (OWNER) (CONTRACTOR) WUTHOJUZEDREPRESENTA� DEPARTMENTVIBE ONLY k(NO it -1Z. OUILONGDEPARTMEWOOMMENTS. Reviewer. FV8L1QVVOfW6C0MMSNT6: keviews�. Q�c NO K4N PT-. E, R aQF,Ofl-,SUINSSIQN�F-QBMS Fife Dwrnent 0 Reoelved 0 Not Required of (OWNER (CONTRACTOR) OCCUPANCY CLASSIFICATIOW water District D Reo0ved 0 Not Required sanitation D" nRso&ed n, Not Required - ''I I Building Division Valuation: ft1l Sign Calculation She You must complete this sheet and include It in the submittal package for any new wall surae. You will also need to create a site plan and a detail sheet of the signage. 4✓l 1�J r J� tr nctOr.� J d Project Address � �1\��� ��,�j,��,�,�,�J� � � You are allowed 1 square foot of signage for every 9 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major Interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: G" Wall 1 - 3 feet Wall 2 - feet Wall 3 - feet Stop 2: The length of the wail is the allowable square footage for the wall sign. C Wall 1 allowable signage- �t J _- square feet qMk �. t Wall 2 allowable signage- square feet "' Wall 3 allowable signage- square feet Site Plan APPROVED Reviewed for Code Como_ liante �aMx- Plam E■atnintr Date ValiLily d aarm&f rhe issuance of o permit r approval of plans speof"tiont °nd �n7potatipns shall not bt a pnm�f /ur or in approval of, on, viobtion to any plebe prodsions of tht bUA*V code or of ony City ordinances. Permlp premu"bv to ow audwM to VAONe of cancel the provisions of the BWNNp codes a of W _ffnwnas of the CNy shall ,or be valid. city of Wheat Ridge Reviewed for Zoning Compliance by the v City of Wheat Ridge Planning Division •� APPROVED BY: DATE: V-1 9 C (n i X W oa w T D L .�2 C O ro a0 CL E V c � u 0-2 W OC >U CU o = A OVC V W C CA N ZS '> S a 8 g y q s 7 W C CA N ZS '> Z; ul cr mi m IM, 4) _R ae C'� 6 co E CD cr E 0) cli 92CU co CL E co w cc co -C r.3 cm CD CD cu FOS C\i Mm 40 co d.0 Q.2 cc to ILL L: � 40 r= g COD CD .LM = cc CD 43 cr C> U_ wav " AU cr & L: lei 3.0 A 210C Z; ul cr mi m IM, 4) _R ae C'� 6 co E CD cr E 0) cli 92CU co CL E co w cc co -C r.3 CD cu C\i Mm 40 co d.0 Q.2 cc to ILL L: � r= g COD CD .LM = cc cm 43 cr LL FOS U_ cr Z; ul cr mi m IM, co E CD cr E 0) 10 E E cc co -C CD cu cc cr L: t e y o .Q a� 'a c � v a to Cv c a o cc m .iy t N O O�C tJ r. ccs w rn v o V4 N LU N V O > N V N w LU co � Q LU M } g— [j M � M 2C3 _t co =• a.. S � t 9 t ,w+ cr, got rl v Y CL T ,O Hak kn i a N N N � v � C C cz m c. O tp lJ � ba y 4. Lei pq C O Q fk C), N c0 o C vi tobh co Y T ,O v � C C O tp lJ � Lei pq C O W ., N o 0 3 co e City of W heat j��ged COMMUNITy DEVELOPMENT Section 26-503. — Exterior Lighting. A. Purpose. The purpose of this section is to regulate the spillover of light and glare from exterior lighting on operators of motor vehicles, pedestrians and land uses in the proximity of the light source. With respect to motor vehicles in particular, safety considerations form the basis of these regulations. In other cases, both the nuisance and hazard aspects of glare, reflected light and incidental spillover light are regulated. This section does not apply to public street lighting or to public outdoor parks and recreation uses. B. Permit required. An electrical permit application shall be required and a permit issued prior to installation or substantial modification of any exterior lighting. The permit application shall be accompanied by information required by the uniform electrical code and additional information that may be necessary to determine potential negative effects upon adjacent properties and public streets including, but not limited to, a plot plan showing location and orientation of lighting standards, building elevations showing location and orientation of lighting standards, lighting standard specifications including height, type (i.e., cutoff, non - cutoff, spot, floodlight, etc.), peak candlepower diagram, and any shielding devices to be incorporated so as to minimize incidental light spillover or glare. C. Lighting standards. The following restrictions shall apply to outdoor light control, including lighting within or directed upon outdoor signs: 1. All fixtures shall be fully shielded. For purposes of this section, fully shielded shall mean fixtures constructed so that light rays emitted are projected below, and not above, the horizontal plane of the fixture, such that the source of illumination (bulb or direct lamp) is not visible from adjacent property or rights-of-way. All light fixtures shall be downcast to minimize undesirable effects of illumination such as glare, skyglow and light pollution. 2. All metal halide and fluorescent fixtures shall be filtered with glass, acrylic or translucent enclosures. 3. Only high-pressure sodium (HPS), low pressure sodium (LPS) or incandescent fixtures shall be permitted in commercial and multifamily residential parking areas. The level of illumination shall be consistent with minimum industry standards adopted by the illuminating engineering society. 4. All exterior lighting shall be designed and situated so that substantially all of the directly emitted light falls within the property boundaries. Exterior lighting shall also be designed and situated so that no incidental or reflected light interferes with reasonable enjoyment of adjacent land uses, or safe movement of motor vehicles on public streets. 6. The following exterior lighting is specifically prohibited: a. Any light that may be confused with or construed as a traffic control device. b. Any animated, flashing or changing intensity lights, except for temporary holiday displays. 7. Lights one hundred (100) watts and less per fixture, fluorescent lights forty (40) watts and less per fixture, gas-fired fixtures and lights used for holiday decorations are exempt from the requirements of this section. 8. For commercial developments, mixed-use developments and multifamily residential developments, exterior freestanding light fixtures shall be mounted no more than eighteen (18) feet high. All other applications shall be limited to a maximum of twelve (12) feet. The height of a mounted lighting fixture shall not exceed the height of the wall it is mounted on. 9. Lighting plan. All applications for commercial, mixed use and multifamily residential developments shall submit, as part of the final site development approval, a lighting plan which includes the following: a. Site plan showing locations of all lighting fixtures and a numerical grid of lighting levels (photometric report) or as isoilluminance curves (concentric circular lines representing constant illumination levels). b. Lamp type and wattage. c. Mounting heights of all fixtures. d. Cut sheet showing the design and finishes of all fixtures and designation as cutoff fixtures. 10. Amortization schedule. All nonconforming outdoor light fixtures, including lighted outdoor signs, existing prior to December 1, 2000, shall be brought into conformance with these outdoor lighting provisions on or before December 1, 2005. Any light fixture that is replaced shall comply with the outdoor lighting regulations of this section at the time of such replacement. (Ord. No. 2001-1215, § 1, 2-26-01) 2 SAFEWAY, INC. Or Current Owner/Occupant DAN FLORI Regarding Permit: 20080174; PAINT EXTERIOR, ADD AND CHANGE EXT. LIGHTS, ADD 2 CIRCUITS 3900 Wadsworth BLVD, Wheat Ridge, CO 80033 Our Records indicate that the above noted permit was issued on 02/26/08. Our last inspection related to that permit was on NONE. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500594 Issued: 06/05/2015 Stipulations: Minor Interior Remodel of Safeway Produce Prep Area. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. owner: WHEAT RIDGE 08 A LLC 12411 VENTURA BLVD STUDIO CITY CA 91604 Contractor: John Koppenhafer 3755 W 69TH PL WESTMINSTER CO 80034 For the Following Purpose: Commercial Remodel Code Editions 2012 ICC/2014 NE 2006 ICC/2011 NE 2006 ICC/2005 ]NE NO change shall be made in the USE of this building without prior notice and a new Certificate Of Completion from the City of Wheat Ridge. �= V*#V00j-W4 COMMERCIAL OCCUPANCIES w lus�� City of' Daft: hf-tf� Wc-a* � cd -1, COMMUNiry DEVELOPMEN'T '9 PlawpwMH # Building & Inspection Semices Division 21 'D I S 9 7500 W. 2e Ave., Wheat Ridge, CO 80033 ReWew F"' Office: 303-235-2855 * Fax: 303-237-8929 L4, Inspection Line: 303-234-5933 Building Permit Application PAIV., a 0#04*04* (if Merent than pmpedy eddmss) "01MIMUM. Contmetor: TM Electrical: *Tht vifnw6o-�, ramvp W.R. City License # Plumbjng--,�k ianical: JIVIA W.R. City Ucwm # W.R. City License # Other City Ucensed Sub: City License # Complete all information on BOTH sides of this form #City o ]�9"Wh6atFqdgc- OTY OF WHEAT RIDGE BUIDINGINSPECTION S VI I SIGN 7500 W Ave eat Ridge, 8(033-8001 p. 343,235.2855. 37.8929 Proof of Submission for Permitting/Plan A copy of this form nwst be completed by each agency indicated on the Permit Submittal Checklist the project M and be attached to the Building Permit Application of • • A ; r• •. presented a • • ar completed Proof s s • s +�agency will not be accepted or processed. Date: Pratt Address: ,,,,am a duly authorized representative of the age indicated below and do, by my signature below, hereby acknowledge receipt of documents necessa for review and approval of the project indicated above. I Led; (Please check or*)RidgeWheat r r Arvada Fire Protection * Wheat Ridge Water District Consolidated District Denver* Valley Water District Ridge* Wheat i Sanitation* Clear Creek Fruitdale SanitationDistrict Westridge SanitationDistrict Signature: Date: (Agency Rpr ?ntt RONNIE I Drint): Crown Castle, 116 Inverness Dr., Ste 220, Englewood, 80112 ft": 919.8422563 1 1 INIUK 1111!111111 �ilillill��ill 111 1111111 IIIIIIIIIIIIIIIqIIIIIIIIIII #B. . ill [115 VQ- . • MR= Address: 16360 Table Mountain Parkway Ci�t, State, Zip: Golden, CO 80403 Centerfine Solutions 140196 jeffn@centertinesolutions,com fllh#*L__M32,9L93�.3293 x4�14 Electrical: W.R. CitV Liceil Plumbing: Mechanical: Complete all information o n BOTH sides of this form Hazc�•� Modify existing telecommunications facility. Install (2) panel antennas, (2) RRUs, fiber cylinders, power junctions and BBU kit , Sq. FU Stu's -- Gallons Amps Squares Other Crown Castle Designation: Crown Castle BU Number 877040 Crown Castle Site Name: US West Wadsworth Crown Castle JDE Job Number: 294426 Crown Castle Work Order Number: 777027 Crown Castle Application Number 243589 Rev. 0 M EEE=3WEEME2= v , wammerrwy Latitude 39* 46'19.2, Longitude -106 448.0" 60 Foot — EEI Monopole Tower 7 M=6 1=1 above meniiioned� tower, This analysis has been performed in accordance voith the Crown Castle 'Statement of Work' and the terms of Crown Castle Purchase Order Number 658199, in accordance with application 243589, revision 0, I&ELO ff1*K,!VkMJ0 LC 5- Existing + Proposed Equipment Sufficient Capacity NoW See Table I and Table H for the proposed and existing/reserved loading, respectively, The analysis has been performed in accordance with the TIA/EIA-222-F standard and all local codes and requirements based upon a wind speed of 85 mph fastest mile, We at SSOE Group appreciate the opportunity of providing'our continuing professional services to you and Grown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. 2 making clients successful by saving them time, trouble, and money 0 wl; J; p uiwdgaa #» 2) ANALYSIS CRITERIA Table I - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4- Documents Providei 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Component Stresses vs. Capacity 4.1) Recommendations tnxTower Report. version 6.1 Aa 50 Ft, Monopole Tower Structural Analysis Project Number 014-00546-00, Application 243589 Revision 0 MEMEMUM FF The existing 50' monopole is round and is evenly tapered from 19.19" (flat-flat) at the base to 13,67" (flat-flat) at the top, It has one major section, The structure is galvanized and has no tower lighting. The tower was mapped by Tower Engineering Professionals, Inc, in October of 2007 and manufactured by Engineering Endeavors, Inc. Original manufacturer drawings are unavailable, therefore the original design standard and design wind speed are unknown. 2) ANALYSIS CRITERIA 2 KMW ET-X-TS-70-16-62-18-iR- RD w/ Mount Pipe 49,0 2 ... . ... . ..... Samsung 2 1-7116 r. RRH-C2 w/EXT Filter 2 Samsung RRH-P4 48.0 1 EMS Wireless RR65-18-00DPI-2 w/ Mount Pipe 48,0 1 EMS Wireless RR65-18-0201P 4 718 1 w/ Mount Pipe .. . ..... . .... . . ..... Side Arm Mount [SO 701-3] Side Arm Mount (SO 101 - ) 34. 0 34.0 ...... ........ GPS Mount 1/2 I GPS GPS A Em tnxTower Report - version 6.1.4.1 50 Ft, Monopole Tower Structural Analysis I ffall .. *0 . HUHMEEMM= tnxTower (version 6.1.4.1), a commercially available analysis software package, was used to create a three-dimensional model of ©- tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. RMIXEM= tnxTower Repo4 -ter on &1»d Ll 50-0 Pole TP19.19xl3,665xO.l875 1 -2.93 425,72 88.0 Pass ... .. ........... w. Summary ......... .. .... Pole (1-1) 88.0 Pass . . .... . ...... . . .. .... . ... ........ . .. ....... Rating WO Pass Foundation 19.6% Pass m IN Em 5,0 Ft Monopole Structural Analysis RM01 -INHIWH� a condition assessment of the tower foundation. This report does not replace a full tower inspection. The tower and foundation are assumed to have been properly fabricated, erected and maintained and to be in good condition, twist free, and plumb. For the purposes of this report, SSOE Group has assumed that all connections in the tower are sufficient to develop the allowable strength of the associated members, SSOE Group has not performed engineering analysis to verify adequacy of these connections. It is the owner's responsibility to determine the amount of ice accumulation, if any, that should be considered in the structural analysis. E ll 12011mmirl.1 tnxTower Report - version 6,1.4.1 50 Ft Monopole Tower Structural Analysis PuLprt Ili". � Af"-i 0-54S Wirotit, tnxTower Report - version 6.1 .4. 1 DESIGNED APPURTENANCE LOADING - ----------- - -- ------ EL vATlcir r TYP --- ---- LEVAPON � L!qhtnirV Rod (5Wx4) 1ET-X-WM-1$-65-8PWMout Pipe IET r5 .'to.i"21EwR-RDwimouTA 148 RRH-C2 WEXT FILTER ET-kWNI-18-65-8P W Mout Pipe 48 i48 5 RRH 2 GHz STOR M 48 OPTIC FIBER JUNC 110N C YLIN DE R RRH-P4 48 POWER JUNCTION CYLINDER J48 48 T-Ann Moul iTA601-11 I -P-0- -W-,ER—JU"-N-C-T-d—O-N-,CYLINDER 48 ----------- 148 �34 IET-X-TS^7'0-1"2.18.iR-Rf)w4 mok" GPS Mout �Pi f, �34 �141 - ------------ MATERIAL STRENGTH Fy ou "dpAik ,, - ' J -- --- - .... .. 65 W TOWER DESIGN NOTES 1. Tower is located in Jefferson CountV, Colorado, Z Tower designed for a 85 mph basic wind in accordance with the TIAIEIA-222-F Standard. 3. Deflect ons are based upon a 50 mph wind, 4, TOWER RATING 88% N _SSOEGroup i 320 Seven Sprins Way, Suite 350i �0 Brentwood, TN 37027 Conufting Crogwem Phonw 615,661,7585 I FAX: 615,661,7569 is g w - 50 - Rmv4 _ Flay _ App in Face _ App OtA Fam _ Tmms Leg SfO ,SLMkv Enqmmss Phone: 615.661.7585 Fam A Far-L* R Face C 50 Ft Monopole Tower Structural Analysis so ower Input Data There is a pole section. This tower is designed using the TIA/EIA-222-F standa The following design criteria apply: Tower is located in Jefferson County, Colorado] Section - Ele v'a tion - Section - Splice Number TOP Bottom We# Bend Pole Grade Length Length Of Diameter Diameter Thickness Radius 36O.5813 ft ft ft Sides in in in in Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust Weight Mult, Double Angle Double Angle Elevation Area Thickness Af Factor 1875 A595-55 (per face) A, Spacing Spacing - i*oles� Section To Dia. Area I r C I/C i lt(Q W wit in in 2 in 4 in in W in Jn in L1 116650 7.9389 180,2907 4,7655 6,8325 26.3872 36O.5813 3.9671 U000 0 19,1900 11,1934 505.2841 6.7187 9.5950 52.6612 1010,5683 5.5934 0,0000 0 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust Weight Mult, Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Batt (per face) A, Spacing Spacing Diagonals Horizontals ft ft in in in . .... .. .... . .......... ----- --- — -- - L1 50.00 -0.00 ----.... ----- - " ---............... . .... tnxTower Report - version 6.1.4.1 50 Ft Monopole Tower Structural Analysis Description Face Allow Component Placement Total CAAA CAAA Weight Elevation or Shield Type In Face Number n ft Side ft fe Leg It K ............. -, TYPE 2(1-7/16) C No Inside 0.09 Inert 0 0.60 LDF4-50A(112 C N o Inside Pole 34.00-8.00 1 No Ice 0.00 015 Safety Line 318 A No CaAa (Out Of 50.00-0,00 1 No Ice 0.04 0,22 Face) Step Pegs (314" A No Calka ((hut Of 50.00 - 0;00 1 No Ice 0,08 1,50 Diamet2lr-- 0.0000 Fac!j- No Ice 0,25 0.25 0,03 ET-X-TS-70-15-62-18-iR- Tower Tower Face AR AF CAAA CAAA Weight Sectin Elevation or Type In Face Out Face n ft Side ft fe Leg to K t 5,625 0.09 Inert B 0.000 0,000 0,000 0,000 0.00 C 0.000 0.000 0,000 0.000 0,05 "' CPX CP CPX CP Ice Ice tt in in in in Ll 50,00 -0.00 0,0000 - 0.1559 0.0000 0,1559 Description Face offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustmen Front Side Leg Lateral t Inert it fig It K ft ft Lightning Rod (518"x4) C None 0.0000 52.50 No Ice 0,25 0.25 0,03 ET-X-TS-70-15-62-18-iR- B From Leg 3,76 -20.0000 48.00 No Ice 8,59 6,37 OV RD w/ Mount Pipe -137 1.00 ET -X- W M- 1 8.65 - P w/ B From Leg 176 -20.0000 48.00 No Ice 7.35 4,43 0.06 Mount Pipe -1.37 1,00 RRH-C2 WEXT FILTER B From Leg 3.76 -20,0000 48.00 No Ice 1.94 2.69 0,06 -137 1,00 RRH-P4 B From Leg 3,76 -20.0000 48,00 No Ice 3.19 2.07 0,06 -IX 1,00 OPTIC FIBER JUNCTION B From Leg 176 -20.0000 48.00 No Ice OAS 0.45 0.00 CYLINDER -1.37 1,00 POWER JUNCTION B From Leg 3.76 -20.0000 48,00 No Ice 0A3 0A3 0.00 CYLINDER -137 1.00 2.5GHz 8T8R RRH B From Leg 3.76 -20.0000 48,00 No Ice 3.11 1,66 0.06 -137 1.00 ET-X-TS-70-15-62-18-IR- C From Leg 3.76 10.0000 48.00 No Ice 8.59 6,37 0.07 RD wl Mount Pipe -137 1,00 50 Ft Monopole Tower Structural Analysis Description Face Offset Offsets: Azimuth PJacem;W[ -X- - i - ' - W e ght or Type Harz Adjustmen Front Side Leg Lateral t Vert It it ft , ft K it ET-X-WM-18-65-8P wi C From Leg iJ'& ... 10.0000 _48.00 Pao Ice 7.35 -- ------- - x.43 0.06 Mount Pipe -1.37 1.00 RRH-C2 w/EXT FILTER C From Leg 3,76 10,0000 48.00 No Ice 1,94 2.69 0.06 -137 1,00 RRH-P4 C From Leg 3.76 10.0000 48,00 No Ice 3.19 2.07 0.06 -1,37 1.00 2.5GHz 8T8R RRH C From Leg 176 10.0000 48.00 No fee 311 1.66 0.06 -1.37 1,00 OPTIC FIBER JUNCTION C From Leg 3.76 10.0000 48.00 No Ice 045 045 0.00 CYLINDER -1,37 1.00 POWER JUNCTION C From Leg 176 10,0000 48.00 No Ice 0.43 0.43 0.00 CYLINDER -1.37 1,00 T-Arse Mount [TA 601-1] B From Leg 1.88 -20.0000 48,00 No Ice 6,67 3,02 024 -0Z8 0.00 T-Arm Mount [TA 601-1] C From Leg 1.88 10,0000 48.00 No Ice 6.67 102 0.24 -0:68 0.00 GPS C From Face 4,00 0.0000 34.00 No Ice 030 030 0,00 0.00 0,00 GPS Mount C From Face 2.00 0.0000 34.00 No Ice 1,00 1.00 0,03 oko 0.00 tnxTower Report - version 6.1.4.1 50 Ft 'Monopole Tower Stnictural Analysis Sectio Elevation Component Condition Gov. Force Major Axis Minor Axis n ft Type Load K Moment Moment No. Comb. Pole Max, Vert K ............... --- T 'ens' i on --- - --- Max. H. 0.00 0,00 UO 406 Max, Compression 1 -2.94 -0.61 -Z04 Max. M� Max. Mx 5 -2,93 -145.08 0,72 5 Max. My 8 -2.94 2,14 -11527 3,86 Max, Vy 5 168 -145,08 072 -1.79 Max. Vx 8 105 214 -11527 0.06 Max, Torque 4 2,94 0,06 -187 Location Condition Gov. Vertical Horizontal, X Horizontal, Z Overturning Load K K K Comb. Moment, M, Pole Max, Vert K -0.92 Max. H. 11 2,94 167 406 Max. H, 2 2.94 -0.06 3.04 Max. M� 2 111,19 -0.06 3,04 Max. M, 5 145.08 -3.67 0.06 Max, Torsion 10 3,86 3.21 -1,57 Min. Vert 7 2,94 -1.79 -2.61 Min. H,, 5 2,94 -3.67 0.06 Min. H, 8 2,94 0,06 -104 Min. M. 8 -115.27 0.06 -3,04 Min, M, 11 -143,85 167 -0,06 Min, Torsion 4 -186 -121 1,57 Load Verticat Shear - Shear, - 0 - verturning Overturning Torque Combination Moment, M. Moment, M, K K Dead Only 2.94 -0,00 -0.00 2.04 -Okl -0.00 Dead+Wind 0 deg - No Ice 2.94 0.06 -3.04 -111,19 -137 1,15 Dead+Wind 30 deg - No Ice 2.94 1.89 -2,66 -97.40 -75.24 2.89 Dead+Wind 60 deg - No Ice 2,94 121 -1.57 -56,96 -127.10 186 Dead+Wind 90 deg - No Ice 2,94 167 -0.06 -0.72 -145,08 179 Dead+Wind 120 deg - No Ice 2.94 115 1.47 56,26 -124.35 2.71 Dead+Wind 150 deg - No Ice 2.94 1,79 2.61 9811 J0A7 0.90 Dead+Wind 180 deg - No Ice 2,94 -0.06 3.04 115.27 2.14 -1,15 Dead+Wind 210 deg - No Ice 2,94 -1.89 2,66 101,47 74.02 -2.89 Dead+Wind 240 deg - No Ice 2.94 -121 1.57 61.03 125.88 -186 Dead+Wind 270 deg - No Ice 2.94 -3.67 0.06 4,79 143.85 -3.79 Dead+Wind 300 deg - No Ice 2.94 -3,15 -147 -52,19 123,13 -2,71 Dead+Wind 330 deg - No Ice 194 -119 -2,61 -94.64 69,24 -0.90 Dead+Wind 0 deg - Service 2.94 0.02 -1.05 -37.15 -1.57 040 Dead+Wind 30 deg - Service 2.94 0,65 -0.92 -32W -26A4 1.00 Dead+Wind 60 deg - Service 2,94 I'll -0.54 -18,38 -44.40 1.34 Dead+Wind 90 deg - Service 2.94 1.27 402 1.08 -50,62 131 Dead+Wind 120 deg - 2.94 1.09 0,51 20.81 -4144 0.94 Service Dead+Wind 150 deg - 2,94 0.62 0,90 35.50 -2439 0.31 Service Dead+Wind 180 deg - 2.94 -0,02 1.05 41,22 0,34 -040 Service Dead+Wind 210 deg - 2.94 465 0.92 36.45 25,22 -1,00 Service Dead+Wind 240 deg - 194 -IAl 0.54 22.46 41 17 -134 Service tnxTower Report - version 6.1.4.1 fi?l \1'1-1`�11/ 50 Ft Monopole Tower Structural Analysis UaT vertical Shear, Shear 7 - Overturning Overturning Torque Combination Load Moment, M. Moment, M, PZ PX K K K Comb. K K K K w.m 2.99 4939 1.31 Service 0,00 -2.94 0,00 0,00 2,94 Dead+Wind 300 deg - 2.94 _1.09 _0.51 -1633 42,21 494 Service 2,94 3.04 0,001% 3 1.89 Dead+Wind 330 deg - 2,94 462 490 -31.42 23,56 -0.31 Service 121 -2,94 -1.57 -121 2.94 t6ftoh Load Converged? Sum of Applied Forces Displacement Force Sum of Reactions Load PX PY PZ PX Joy PZ % Error Comb. K K K K K K 0.00000001 I 0,00 -2.94 0,00 0,00 2,94 0.00 0,002% 2 0,06 -2.94 -3.04 -0.06 2,94 3.04 0,001% 3 1.89 -2,94 -2k6 _1,89 2,94 2,66 0,000% 4 121 -2,94 -1.57 -121 2.94 1,57 0.000% 5 3.67 -2,94 -0,06 -167 2,94 0.06 0.000% 6 115 -2.94 147 -3.15 2.94 -1,47 0.000% 7 119 -2.94 2,61 -1.79 2.94 -2,61 0.001 % 8 406 -2,94 3.04 0,06 2,94 -104 0.001 % 9 -1.89 -2.94 2.66 1,89 2,94 -2.66 0.0000 10 -121 -2.94 1.57 3.21 2.94 -1.57 0,000% 11 -3,67 -2,94 0.06 167 2.94 -0.06 0.000% 12 -3,15 -2,94 AA7 3,15 2.94 IA7 0,000% 13 -1.79 -2.94 -2.61 119 2.94 2.61 0,001% 14 0,02 -2.94 -1,05 -0.02 2,94 1.05 0,002% 15 0,65 -2.94 492 465 2.94 0,92 0,002% 16 I'll -2,94 454 -I'll 2.94 054 0.001% 17 1.27 -2,94 -0,02 -127 2.94 0.02 0.00141 18 1.09 -2.94 0,51 -1,05 2,94 451 0.001% 19 0.62 -2,94 0.90 -0k2 2,94 -0,90 0,003% 20 -0,02 -2,94 1.05 0,02 2.94 -1,05 0,002% 21 -2.94 0.92 0,65 2,94 -0.92 0.001% 22 _IAl -2,94 0Z4 I'll 2,94 -0.54 0,001% 23 -1.27 -2,94 0,02 1,27 2.94 -0.02 0,001% 24 -1.09 -2.94 -0,51 1.09 2.94 0,51 0.003% 25 462 -2,94 _0,90 _0.62 2,94 0.90 0,002% Load Converged? Number Displacement Force Combination Tolerance ----- Tolerance 8 -- 2 Yes 11 0.00000001 0.00007097 3 Yes 12 0.00000001 0,00005283 4 Yes 12 0.00000001 0,00006153 5 Yes 12 000000001 0.00006992 6 Yes 12 0.00000001 000005891 7 Yes 11 0.00000001 0.00005180 8 Yes 11 0«00000001 000007247 9 Yes 12 0.00000001 0.00000001 10 Yes 12 0.00000001 0,00008010 11 Yes 12 0.00000001 0.00007060 12 Yes 12 0.00000001 0.00000001 13 Yes 11 0.00000001 0,00006469 14 Yes 10 0.00000001 0.00000001 15 Yes 10 0.00000001 0.00009835 16 Yes 11 0.00000001 0.00000001 17 Yes 11 0.00000001 0.00000001 18 Yes 11 0,00000001 0.00000001 19 Yes 10 0.00000001 0,00007154 20 Yes 10 0.00000001 0,00007589 21 Yes 11 0.00000001 0.00000001 tnxTower Report - version 6.1.4.1 Compression Checks Actual June 20, 2014 50 Ft Monopole Tower Structural Analysis Actual CCI BU No 877040 Project Number 014-00546-00, Application 243589 Revision 0 Ratio Page 13 22 Yes 11 0.00000001 0,00000001 &I 23 Yes 11 0.00000001 0.00000001 Fby 24 Yes 10 0.00000001 0.00009982 Actual 25 Yes 10 0.00000001 0.00000001 No. Compression Checks Actual w. Ratio Actual Actual Allow. Ratio No. fvf. fo Pole Design Data &I M Y fby Fby Section Elevation size L L� KYr F A Actual Allow. Ratio No. ksi P P. P ft ft ft ksi W K K P. LI 50-0(1) TP19,19x13,6654,1875 50.00 0,00 U 28.532 11A934 -2,93 319,37 0,009 Section Elevation Size Actual Actual w. Ratio Actual Actual Allow. Ratio No. fvf. fo Fb� &I M Y fby Fby fby kia-ft ksi ksi —T,7- kJa-ft ksi LI 50-00) O 000 Section Efevation Size Actual Actual Allow. Ratio Actual Actual Allow. K;&j" No, V k F k T f"t F f4 ft K ksi ksi — F� kip-ft ksi ksi F ♦ 3=M,o6 gt Section Elevation Ratio Ratio Ratio Ratio RaFij Comb. — c — r#eria No. P &I ftly k fW Stress Stress ft pe Fb. Fa, F, Ft Ratio Ratio Ll 50 0.009 1,161 0.000 0,030 0.032 1,173 1.333 H1 -3+VT V S��Ion a�#j - abli Section Elevation Component Size Critical P SF*P % Pass Na tt Type Element K K Capacity Fail LI 50-0 Pole TP19AN13,6654.1875 1 -2.93 42512 88,0 Pass Summary ELC: Existing/Pr oposed (LC5) Pole (L I) WO Pass Rating = 88,0 Pass tnxTower Report - version 6. 1..1 50 Ft Monopole Tower Structural Analysis ............ tnxTower Report - version 6.1.4.1 , I's 50 Ft Monopole Tower Structural Analysis Of IN tnxTower Report - version 6.1.4.1 Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assum2t ion s: 1) Rod groups at corners, Total # rods divisible by 4. Maximum total # of rods = 48 (12 per Corner), 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same Corner) 3) Clear space between bottom of le eling nut and top of concrete not exceeding (1)*(Rod Diameter) Site Data BU#: 877040 Site Name: US West Wadsworth N ta __ Thick: Gradelmmm in IVJF Round.-J MMUMM -kips Now= .. . ...... . MONO- MIMMM Thick. Grade:i # of Sides: in IVJF Round.-J lw i�1n -kips K � Unfactiored Axial: P-. 1ps, in r 1 �Aegrees Disregard Widt Heightd In Thick: in Notch: Z in Grade: Weld str.: iksi 'Clear Space 'between 'Stiffeners at .. . ...... . MONO- MIMMM Thick. Grade:i # of Sides: in IVJF Round.-J lw i�1n -kips K � Base Reactions - --- --- ---- TIA Revistowl' Unfactored Moment M -kips i tl, Unfactiored Axial: P-. 1ps, Unfactored Shear, V:1 r !P Anchor Rod Results Allowable Tension, Anchor Rod Stress Ratio Base Plate Results Base Plate Stress: Allowable PL Benclini Stress: UiNtMard Flexural Check 353 ksi 50.0 ksi 71.3% Pass SASE PL qt 4 TH,CKNESS A1.0101, Typ CONM ED ,JRAT *N STIFrEN ASSUMED N 1 00L 8 C ft", ;UEjWg A—ho, CaS. pme Spaal�q SG,e, M Pt fo, come, Stress Increase Factor M MTN I CC!plat e 1.6 - Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 6/20/2014 0 0 0 0 ssoe7 Caisson Analysis (F) 877040 014-00546-00 Moment = g g,, , " 110" 1,,,; F ' I k *ft Axial - k Shear = Length Rebar Size of bars Tie Size Clear Cover rc Soil Canackv From Caisson Proararn in Additional Safew Factors Additional Safety Factor from Caisson Capacity - Safety Factor of 2 ZOO 8.7% OX, Additional Safety Factor 23.00 Site Data BU#: 877040 Site Name: US West Wadsworth I I Ape #: 243589 f ---------- Enter Load Factors Below: t VIII Enter Factor <---- Enter Factor Concrete: Pier Diameter = ft Concrete Area = 2827.4 in (3)*(Sqrt(fc)/Fy: 0.0027 200 0.0033 ENO= OEM mom ONE= max. Service Shaft M: 4� ft-kips (* Note) Max. Service Shaft P: . . . . .......... kips Frce Ty : Max Axial o pe jj� mom (3)*(Sqrt(fc)/Fy: 0.0027 200 0.0033 ENO= Maximum Shaft Superimposed Ai M I S A ITOR 11 nt I I mom Mu max. Service Shaft M: 4� ft-kips (* Note) Max. Service Shaft P: . . . . .......... kips Frce Ty : Max Axial o pe jj� Maximum Shaft Superimposed Forces TIA Revon: Mu max. Service Shaft M: 4� ft-kips (* Note) Max. Service Shaft P: . . . . .......... kips Frce Ty : Max Axial o pe jj� little IIII equal to the shaft top reaction moment MA F ac to red L o a d s Mu Concrete Comp, strength, fc I psi Reinforcement yield strength, Fy = ksi Reinforcing Modulus of Elasticity, E = r0 ksi Reinforcement yield strain = Limitino • w * i # Seismic Risk Low Im! , 11.1m Results: Governing Orientation Case: I MU Case I C Dist. From Edge to Neutral Axis: Extreme Steel Strain, et: ct > 0.0050, 9�==' 7.41 in O�0197 . ' t I . UJI Output Note: Negative Pu=Tension For Axial Compression, (p Pn = Pu: 182 kips frilled Shaft Moment Capacity, ij:iMn: 1100.50 ft-kips Drilled Shaft Superimposed Mu: 215.98 ft-kips MEN Analysis Date: 6/2012014 Mu . . . . .......... v , Case I C Dist. From Edge to Neutral Axis: Extreme Steel Strain, et: ct > 0.0050, 9�==' 7.41 in O�0197 . ' t I . UJI Output Note: Negative Pu=Tension For Axial Compression, (p Pn = Pu: 182 kips frilled Shaft Moment Capacity, ij:iMn: 1100.50 ft-kips Drilled Shaft Superimposed Mu: 215.98 ft-kips MEN Analysis Date: 6/2012014 .1 H P -r4 0 0 tA m 4J -A r4 to > 43 W 4J 4J -r4 41 to U 4) 41 r, V4 44 i re C4 0 41 k tO 44 -r4 0 AM i ;> 0 0 44 11 1 • — 1 00 00 H 49 4t N jlt 1 Ln Ln I Ln Ln f N CN 41 0n 00 co to 49 Ag U) 4 i4 0 4 49 � P4 44 4( 4( 04 Ln co 41 0 r-4 rd # 't r-4 rc; o co CN 4c L4 ry4 0 -1 # •4 r-4 41 41 w Goa # # •14 0 0 > Z E-4 Z -4 0 0 4.) 0 0 r-i C0 w H 0 0 0 r-4 to # 41 04 a4 u H P -r4 0 0 tA m 4J -A r4 to > 43 W 4J 4J -r4 41 to U 4) 41 r, V4 44 i re C4 0 41 k tO 44 -r4 0 AM i ;> 0 0 44 11 1 • — 1 00 00 jlt 1 Ln Ln I Ln Ln f N CN 00 co to >, — 1 0 0 T4 41 r 0 0 lz:r -4 m 44 ri H sa 0 w cx • • 0 m — 1 0 M U) 0 0 to m 41) 0 L" 44 rn 0 r-4 0 0 >4 41 4) 41 IM w 4) $i 44 -A r-4 (0 (0 -A W (d 4 (d 14 $4 0 4) f1 43 0 .,4 ,j T) 04 4J 10 -04 44 1 0 0 1 0 0 E 4J 00 (d 0 0 0 to 0 t-4 fs w V4 0 0 41 U to r4 I I I 0 0 F-4 H 4c Ln 4t H I I i I • r- (d f4 W 44 1 4J r4 ;✓ M 0 W M 04 Eq to kM 04 4) 0 4J C� W E-4 .4 0 t7l to t C) O M " 4 $4 04 m 0 '0 t E-4 10 44 0 m t (A to 0 14 14 04 -r4 d 4 $4 41 ko 04 A t C- t 1 Ln 14 -4 H .rl 0 41 43 t 0 r-4 b) 44 t 0 r-4 N • 43 V 0 A Aj -r4 O�M O 43 4) 0 0 41 41 0 0 44 >1 4) ) 4 44 (4 rb 44 43 $4 — — R4 14 M 0 04 41 -H to U 19 is — 44 >f 44 fe 41 0 Aj 4J H -H 44 1 1 0 44 4) 0 C4 0 4J E-4 tQ H ri rl r-4 H H E° r- It m PI N lzz 0 tiD N w m — t m 0 1 4 4 It r I t 0 0 N w MY • I as tF 4) id o p o r- o Ln < 0 r M rl) Ln rl ey 44 (d 44 U£8 G7 tf1 ( CN v-4 4) 43 to 0 a 43 411 0 d) Qy — IOMWNOO MIOHHMOO 0 1 0 -4 0 a) W 431 C; r) a q p 04 t Ln LO U) Ln Ln Ln 00 0 oD Ln v 0 ko W kD w r4 < 1 00 w Uf Lo r` tn' m 4) 0 0 m r, 44 3 r-4 r4 rwr m 4.1 3 0 N q N 0 M 44 1 . . . . . . MOHOOO r-i -r4 o o tn m o o 4J P u) u) r- c tn Ln -ri -r4 44 id 12, — f 0 M M Ln in Ln 14 H li CN 44 9 44 0 0 0 r-4 0 E- I 0 44 V QW 0 0 04 4) 4.) to I m -H .ri m 4) r-4 fd (d (d -I H cn u) w U U H 43 V 0 A Aj -r4 O�M O 43 4) 0 0 41 41 0 0 44 >1 4) ) 4 44 (4 rb 44 43 $4 — — R4 14 M 0 04 41 -H to U 19 is — 44 >f 44 fe 41 0 Aj 4J H -H 44 1 1 0 44 4) 0 C4 0 4J E-4 tQ H ri rl r-4 H H E° r- It m PI N lzz 0 tiD N w m — t m 0 1 4 4 It r I t 0 0 N w MY • I as tF 0 I • >1 04 4J ;I t o -r4 0 4) id < ri 0 (d 44 - Q1 i ( v-4 4) 43 to 0 a 43 411 0 d) 0 I • >1 04 4J ;I t o -r4 0 I I 1M f ey , *C ENT ERL I E 16360 Table Mountain Pkwy, Golden, CO 80403 303.993,321 Mr. Joshu thoff Crown Castle, INC. RE: Sprint 2.5 Project DN29XC625 877040 "US West Wadsworth" Antenna Mount Analysis Dear Mr, Saathoff. Centerline Solutions performed a structural review of the existing antenna mount at the above referenced site. The existing mounts are adequate to safely support the new Sprint 2.5 Antennas and RRU's. All new antennas and equipment shall be placed on the building as shown in the drawings issued by this office. Please contact us with any questions, Sincerely, APPROVED Subj ect to Field I nspections " Bufl }s p D a tie � Signed-, _z (,,,hecker OCENTERLINE tt n pp�vv IT i0 h U' I �a.v A"'�4 y. 16360 Table Mountain Pkwy, Golden, CO 60403 J 3019933293 ~* Standards - TIA -222 . -G CODES - IBC 2012 ASCE7 -1 Wind load Factor. WE..€i TIA 2,3.2 Wind 3 -sec gust. V - 100 mph Elevation (centerline): z — 47.5 ft Structure Class. Class - "11" Exposure, F - "C- Topographic Factor, Kzt. k — 1.0 Topographic category 1. Wind Direction Factor, Kd. k -.85 TIA Table 2 -2 Importance Factor, 1. I - 1 Velocity Pressure Coefficient, Kz. kz=1x082 TIA 2.6:51 Gust Effect Factor. G -.85 TIA 2x63 P rofile Ro und , Profile found or Flat (r /f) &" A'7 1U tea" max ("rru * rru g I G # Gd+'F"�.'�j ) = :45 , The existing mounts are adequate to safely support the proposed Sprint 2,5 Number of Nodes E69 -- inew - ----------- --- C - k 0 g-JA I-Au Number of Nodes WM IM, Print Time[Date: 0110812014 1135 sit r Print Time /Date: 01/0812014 13:35 0 Rev Rant Run 2 of 6 e,4 •:C :!� 111 ��.M � ! { " � 11� � ��1 y e • 1 ! • 1 � i. 4� � w fG ils I II II II I ii MAI it II I 1 1 r . M M 3M N M NIIII ���II ■��II�iII7�IA I IIII VIII i III l II II II III #. , ���� � ���_�� sti 1 IIII I 1 'I II V� II IIII�I I I vi I j I y 0� I�I II� I q M U 1111 p t II Ip I 1 1 VII II ♦ I II I I I I t tl I I f. A i l�. ♦I ♦ I 1 �ly�.. I VIII 111111 IIII r �• I a!w ♦ IIII I 1 11 IIII II I � III � I I u lu I 1 1 u I Im l «• i � i l l s� ! 11! • " 1 '1.. 1 11 1 1 u 1 a m I alma +11 111 Print Time /Date: 01/0812014 13:35 0 Rev Rant Run 2 of 6 e,4 Print Timetpate: Ot108f2014 1135 �seYTri�'!f - 7T"!' - TT�!"!S_7"iTSTiTaI Print Run 3 of 5 .— "' .. .« .. « I � •. VIII M � �. �� 'I • 1 • � • � 11 11 A �u� � � r f11f � Print Timetpate: Ot108f2014 1135 �seYTri�'!f - 7T"!' - TT�!"!S_7"iTSTiTaI Print Run 3 of 5 .— "' r M �igq p�ll�l iq rub .0 WIND HIV r 1.00 1 Material 1.20 ����I x -� r M �igq p�ll�l iq rub .0 WIND HIV r 1.00 1 Material 1.20 ����I x x 3 DEAD 2,0 120 m s. I S - 1 r M It1C 2. .0 WIND HIV r 1.00 1 DEAD 1.20 2 x 1,20 3 DEAD 2,0 R"�� *MISs Ilia��p!in 4 Print Tknei`Da : 01/0812014 1135 rJ It1C 2. .0 WIND HIV r 1.00 1 DEAD 1.20 2 DEAD NV 1,20 3 DEAD 2,0 120 STAADIPro for Windows Release 2000 Print Run a of 6 4 Print TimelDaW 0110812014 13:35 STAAD/Pro for Windows Release 2000 Print Run 5 of 6 Print Time/Datc 01/08/2014 13:35 STAAD/Pro for Windows Release 2000 Punt Run 6 of 6 CITY OF WHEAT RIDGE Building Inspection Division f ' Ins pectio n I t 237-89 Fax Inspection Type: • ♦ Address. Permit F OR OF USE .:. i Building Permit Application Prope Address.- ..:.. Mailing Address: if different than property address) Nzli. Complete all information ation vn BOTH sides of this fora mount of materials t be used, etc) . FULF Btu's Gallons Amps Squares Other #04AOWM04W 3900 Wadsworth Blvd., Wheat Ridge, CO 80033 040*0�0* (*ase print), Wheat ffidg P4_A LLC Phone, (it different than property address) 11 Ventura Blvd City, State, Zip wSkA613d �# 11 Contractor TBD Contractors City License #- Phone: Plumbing Mechanical, Emu= loss= WE= (Fully describe work to be perfomted - Attach additional shest if oece"ary) Modification of unmanned telecommunications facility Review Fee fdue at time of bawttafp rll su I Q,4 BTU's - Gallons -, Amps _ Std Ft, 1 $_21L2 _ OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cei-tity that the ietback distances proposed by this imfit application are accurate and do not violate applicable ordinances'. rules or regulations of the City of Wheat Ridge or covenants, casmients or restriLtions of record-, that all measurements shown and allegations otade are accurate that I have read and agree to abide by all conditions printed on this application and that I assurne fidl resix,msibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit isssiucd based on this application; that I ain the legal owner or have been autharized by the l egal owner (if the property to perfonn the descnIv.d work ,and ain also authorized by the lega ommer of any entity included (in fln, application to list that entity on this application, C.'sCLEO�'VE" (Olf"N"ERt (CO 9,, f 62 Car 5 ff " Z arm ,3o3 -6 / /---/ From Melissa Mackey <TmackeyPci._wheatridgeco.us> Date: May 2, 2013 11:20 AM MDT • a Qcom�cast�,netfl Subject: 3900 Wadsworth Blvd. MEM TV WIFIF I df_UWF V91 ItC IINM7*1 • u Yee is Ine only Tee Suit owea Tor picK Up. i or email with any questions or concerns. If M, City'Of Wheat COMMVNITY ' g 6MIOPMEM CONFIDENTIALITY NIOTICE:rhis e-mail contains business-confidential information, It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you, Sprint Site DN29XC625 1 1 1 # # Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate — Interim Load Carrier Site Number: ON29XC625 Carrier Site Name: N/A Crown Castle Designation: Crown Castle BU Number: 877040 Crown Castle Site Name: US WEST WADS WORTH Crown Castle JDE Job Number: 196942 Crown Castle Work Order Number: 569995 Crown Castle Application Number: 172284 Rev. I Engineering Firm Designation: Crown Castle Project Number- 569995 Site Date: 3900 Wadsworth, WHEAT RIDGE, Jefferson County, CO Latitude 39* 46'19.2", Longitude -105 4 • " 60 of - Monopole Tower Dear Chelsea Warren, above mentioned tower, This analysis has been performed in accordance with the Crown Caste Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 569995, in accordance with 2,pplication 172284, revision I 411; LCS Existing + Proposed Equipment ''iiii!ll�i; 1111TIETTIF11112 11111i 111�1!11111111;! Respectfully submitted by: V ddd A l . Huwel, P.E. Manager Engineering Sufficient Capacity tnxTower Report - version 6.0.4.0 January 28, 2013 CC/ BU No. 877040 Page 2 1) INTRODUCTION This is a 5Q' Monopole tower, mapped by Tower Engineering Professionals, Inc, in October of 2007 and manufactured by Engineering Endeavors, Inc, The original design standard and design wind speed are unknown, 2) ANALYSIS CRITERIA F 34,0 34.0 I tower mounts GPS Mount Notes: 1) Existing Equipment 2) Equipment To Be Removed Table 3 - Design Antenna and Cable Information I 1/2 I 3.1) Analysis Method tnxTower (version 6.0.4,0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases, Selected output from the analysis is included in Appendix A. F UVA;%'A7JA Table 5 - Section Cz L1 50-0 Pole TP19AN13.6654.188 1 -3,671 478-635 49.3 Pass ............... ...... ........ .. ..... . . ..... - .. ........ . ... . ..... ..... .. . ..... �Summary .. .. ... . . . .. .. Pole (1-1) 49.3 Pass .. ... ....... ... .... . ..... . .. . ..... ....... . . . . ..... ........ ...... .. .. .. ....... Pass Rating 49.3 Anchor Rods 0 211 Pass 4-GEOTECHNICAL REPORTS GTI 2505968 CCISITES .......... 4-TOWER FOUNDATION 1 TEP (Mapping) 2266407 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACT6R6s TEP (Mapping) .. . ......... . 2145686 CCISITES DRAWINGS 3.1) Analysis Method tnxTower (version 6.0.4,0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases, Selected output from the analysis is included in Appendix A. F UVA;%'A7JA Table 5 - Section Cz L1 50-0 Pole TP19AN13.6654.188 1 -3,671 478-635 49.3 Pass ............... ...... ........ .. ..... . . ..... - .. ........ . ... . ..... ..... .. . ..... �Summary .. .. ... . . . .. .. Pole (1-1) 49.3 Pass .. ... ....... ... .... . ..... . .. . ..... ....... . . . . ..... ........ ...... .. .. .. ....... Pass Rating 49.3 Anchor Rods 0 211 Pass .. .... .. ... Base Plate . ....... . 0 ...... ............ . .. .... . ...... 42�9 Pass 1 Base Foundation 0 T 11 12,5 Pass 1) See additional documentation in 'Appendix C — Additional Calculations' for calculations supporting the % capacity consumed. 50 Ft Monopole Tower Structural Analysis Report Project Number 569995, Application 172284, Revision I January 28, 2013 CC/ BU No. 877040 Page 6 611",") so.¢i ts_ w w 04 it US � DESIGNED APPURTENANCE LOADING tvO I. V4116k �; t a Tt N - ... . i.tghtning Read 5M` x 5' 52,5 RR -02 w.'EXT R tE R 48 ...: RR65-1 8-00DPL2 w, Mourhl Poe 48 ... RRH -C2 w. FILTER 48 .... :. RR65- 18.02DP w,' Mount Pages 48 RRN -P4 48.... KS2401t? -012A _.. . 48 _. ..... RRH,P4 _.. 46__. E"r -X -TS 7015.62- 1844 -RD w Mount 48 ... T•A"r, Mo wA [3A 60E -3} 48 .... P te" . 6` x F Mount Pape 43_ ET X'tS70 RDvoMount 48 CPS A 31 P GPS Mount 34 MATE TREND . - GRA b .. .... y.... PU GRACE � EU A58555 55 ksi 65 k4i TOWER DESIGN NOTES t. Tower is located in Jefferson County, Colorado. 2, Tower designed for Exposure 8 to the TIA -222_G Standard, 3. Tower designed for a 100 mph basic wind in accordance with the TIA -222 -G Standard. 4, Deflections are based upon a 60 mph wind, , Tower Structure Ciass it, 6, Topographic Category 1 with Crest Height of 0.040 tt 7. TOWER RATING: 49.3 7 s C�%4, Crowit Castle 877 2 000 Corp Are Sdutions Phone'. (724) 4 Tower Iqpyt Data I PX I M japered Pole Sedfion Geo etry Section Elevation Section splice ,Number Top Bottom Wall Bend Pole Grade Length Length Of Diameter Diameter Thickness Radius i ft ft It Sides in in in in LI 13,665 7.939 180,394 50,000-0,000 50,000 26,402 Round 13.665 19.190 0.188 A595-55 1009,867 5.593 OMO 0 '-7—'— Tower Gusset Gusset Gusset GradeAdjust, Factor Weight Mult, Double Angle Double Angle Elevation Area Thickness ksQ_ Tapered Pole Properties Section Tip Dia, Area I r C I/C i ItIO w WA in in in 4 in in m3 in4 in LI 13,665 7.939 180,394 4.771 6.832 26,402 360,296 1967 0,000 0 19.190 11,193 505.622 6,727 9,595 52,696 1009,867 5.593 OMO 0 '-7—'— Tower Gusset Gusset Gusset GradeAdjust, Factor Weight Mult, Double Angle Double Angle Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft in in in tnxTower Report - version 6.0.4.0 • �� t � M k fir. �.. Tower Gusset - cosset Gusset G radeAdjust. Factor A djust. m Weight Mutt, Double Angle Double le Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt x+mm. Weight (per facer A, Spacing Spacing Type In Face Number Diagonals Horizontals ft ft' in in in X1 50.000- .,_...w . „.... .w,� 1 ...,,�e.. .,. ._...,. . 1 ._w_.. 0, 000 50.000 -0.000 mm LDF44- QA (112' • ; • E ntered Round Or Flat Description Face Allow Component Placement Total Number Clear Widthor Perimete Weight v. or Shield Type Number Per Row Spacing Diamete r Leg ft in r kff in in Feed Line/Linear Appurtenances - Entered As Area nvamwn— w. wmaxa�wnw� Desriptr "on nxvaanrox?exmwwaxaNxw ' Face Face xw wa. nwwuwwummxa Component wwnux Placement waa Total waar CAAA x+mm. Weight Elev or Shield Type In Face Number {�j ation �`( L1 50.000 -0.000 mm LDF44- QA (112' G No Inside Pole 48,000 - OMO 'I� No Ice OMO 0,000 LDF5 -50A (718 ") C No Inside Pole 48.000.0.000 4 No Ice 0.000 0,000 TYPE 2(1 -7116) C No Inside Pole 48.000 - 0,000 2 No Ice 0,000 0.001 LDF4- 50A(1/2") C No Inside Pole 34.000 - 0.000 1 No Ice 0.000 0.000 M1 dk 8k Fee . p4rtenances Section Areas _J Tower a Tower Face xw AR AF C CAAA w Weight Sectio Elev In Face Out Face {�j ation �`( L1 50.000 -0.000 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0,000 0.00 0,133 x� P ressure Feed Line Center of nwxw. wpem -- vwx nwaureemxw' smwmwesmma P wanaemmn Section Elevation CPx CPS CPX CP Ice Ice ft in in in in X1 50,000 -0,000 0 „000 0,000 0,000 0.000 Shielding Factor Ka Discrete Tower Lo tnxTower Report - version 6.0,4.0 January 28, 2013 M BU No, 877040 Page 9 Description Face Offset Offsets: Azimuth Placement 0 deg - No Ice CAA, CAAA Weight 0 deg - No Ice or Type Horz Adjustmen 5 0.9 Front Side 6 1,2 Leg 60 deg - No Ice Lateral t Dead+1,6 Wind 60 deg - No Ice 8 1,2 Dead+ 1 .6 Wind 90 deg - No Ice 9 0.9 Vert 90 deg - No Ice 10 1.2 Dead+ 1 .6 Wind 120 deg - No Ice 11 0,9 Dead+1 .6 Wind 120 deg - No Ice ft 1. ft 150 deg - No Ice ft ft , K 150 deg - No Ice ft ft Li ghtni ng Rod 5/8 x 5' B None *1*/* RR65-18-OODPL2 w/ A From Leg 4,000 0.000 48,000 No Ice 4.593 3,319 0,034 Mount Pipe 0.000 0,000 RR65-18-02P w/ Mount B From Leg 4,000 0,000 48,000 No Ice 4.593 3.319 0,034 Pipe 0,000 0,000 KS24019-1-1 12A C From Leg 4.000 0.000 48.000 No Ice 0.100 0,100 0,005 0.000 0.000 ET- X-TS-70-15-62-18-iR- B From Leg 4,000 0,000 48,000 No Ice 8,704 6.487 0,068 RD w/ Mount Pipe 0,000 0,000 ET-X-TS-70-15-62-18-iR- C From Leg 4,000 0,000 48.000 No Ice 8.704 6,487 0,068 RD w/ Mount Pipe 0.000 0.000 RRH-C2 WEXT FILTER B From Leg 4.000 0.000 48.000 No Ice 6.195 5.162 0,082 0,000 0.000 RRH-C2 w/EXT FILTER C From Leg 4,000 0,000 48.000 No Ice 6,195 5.162 0,082 0.000 0,000 RRH-P4 B From Leg 4.000 0,000 48,000 No Ice 3.191 2.075 0.060 0,000 0.000 RRH-P4 C From Leg 4,000 0,000 48,000 No fee 3,191 2,075 0.060 0,000 0,000 T-Arm Mount (TA 601-3) C None 0,000 48.000 No Ice 10.900 10.900 0.726 6'x 2" Mount Pipe C From Leg 4.000 0,000 48,000 No Ice 1,425 1,425 0.022 0,000 0.000 GPS B From Leg 9.000 0.000 34,000 No Ice 0.297 0,297 0.001 0,000 0.000 CPS Mount B From Leg 0.500 0,000 34.000 No Ice 1.000 1,000 0,029 0,000 0.000 Load Combinations Comb. Description No, .... . ........... ... i Dead Only 2 1.2 Dead+ 1 .6 Wind 0 deg - No Ice 3 0. 9 Dead+1 .6 Wind 0 deg - No Ice 4 1,2 Dead+ 1 .6 Wind 30 deg - No Ice 5 0.9 Dead+ 1 .6 Wind 30 deg - No Ice 6 1,2 Dead+1,6 Wind 60 deg - No Ice 7 0.9 Dead+1,6 Wind 60 deg - No Ice 8 1,2 Dead+ 1 .6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+ 1 .6 Wind 120 deg - No Ice 11 0,9 Dead+1 .6 Wind 120 deg - No Ice 12 1. Dead+ 1 .6 Wind 150 deg - No Ice 13 0,9 Dead+1,6 Wind 150 deg - No Ice I Maximum Member Forces S ectio eva Component Condition --- Gov Horizontal, X — Axi — alMajor — AxisM — inorAxis Load n ft Type K Load Comb, Moment Moment No. Pole Max, Vert .. ..... ..... Comb. K 0,017 Max, H. LI 50-0 Pole Max Tension 1 0,000 0,000 0,000 0,017 2,908 Max, Compression 2 -3,671 0,764 109.687 Max. M., 8 Max. Mx 8 -3,671 .116,599 -2,029 1.837 3,023 Max, My 14 -3,671 4907 -112,076 2,510 Min, H. Max, Vy 8 3.028 - 116.599 -2.029 15 2,756 Max, Vx 14 2,913 -0,907 -112,076 4017 -2,908 Max, Torque 8 -116.456 3,023 -1.839 Maximum Reactions Location Condition Gov, Vertical Horizontal, X Horizontal, Z Load K K K Comb, Pole Max, Vert 8 3.675 3,02 0,017 Max, H. 21 2,756 3.023 0.017 Max. H, 3 2,756 0,017 2,908 Max. M. 2 109.687 0,017 2,908 Max. M., 8 116.599 -3,023 -0.017 Max, Torsion 20 1.837 3,023 0,017 Min, Vert 5 2,756 -1.497 2,510 Min, H. 9 2,756 -1023 -0.017 Min, H,_ 15 2,756 4017 -2,908 Min, M. 14 -112,076 4017 -2,908 Min. M, 20 -116.456 3,023 0,017 Min. Torsion 8 -1.837 -3,023 -0.017 Tower Mast Reaction Summary tnxTower Report - version 6,0.4,0 -- ToaF -- Sh;a7r Shear, Overturning Ove Combination Moment M, Moment M, K K K k* -ft 3.063 0,000 0,000 0,990 -0.059 0.000 1.2 Dead+1.6 Wind 0 deg - 3.675 -0,017 -2,908 -109,687 0,764 0.261 No Ice O.9 Dead+1,6 Wind 0 deg - 2,756 -0,017 -2.908 -109A15 0.778 0,261 No Ice 1,2 Dead+1,6 Wind 30 deg - 3,675 1,497 -2.510 -94,414 -57-612 1,145 No Ice 0.9 Dead+ 1.6 Wind 30 deg - 2,756 1,497 -1510 -94222 -57,293 1.145 No Ice 1.2 Dead+ 1,6 Wind 60 deg - 3,675 2.609 -1.439 -51523 -100.570 1,722 No Ice 0.9 Dead+ 1.6 Wind 60 deg - 2.756 2,609 -1A39 -53,544 -100,026 1.722 No Ice 1,2 Dead+1,6 Wind 90 deg - 3,675 3.023 0,017 2,028 -116,599 1,837 No Ice 0,9 Dead+ 1 .6 Wind 90 deg - 2,756 3,023 0.017 1.717 - 195.970 1.837 No Ice 1.2 Dead+1,6 Wind 120 deg 3,675 2,626 1,469 57,356 -101,406 1,460 - No Ice 0.9 Dead+ 1 .6 Wind 120 deg 2.756 2,626 1,469 56,757 -100,857 1.460 - No fee 1,2 Dead+1.6 Wind 150 deg 3,675 1,526 2,527 97.637 -59,060 0,692 - No Ice 0,9 Dead+1.6 Wind 150 deg 2,756 1.526 2.527 96.828 -58,733 0.692 - No Ice 1,2 Dead+1,6 Wind 180 deg 3,675 0,017 2.908 112,076 -0.906 0.261 - No Ice 0,9 Dead+1,6 Wind 180 deg 2,756 0.017 2,908 111.191 4884 -0,262 - No Ice 1,2 Dead+ 1,6 Wind 210 deg 3.675 -1.497 2.510 96,802 57,471 -1,145 - No Ice 0.9 Dead+l .6 Wind 210 deg 2,756 -1.497 2,510 95.997 57.188 -1,145 - No Ice 1.2 Dead+1,6 Wind 240 deg 3,675 -2,609 1.439 55.909 100,428 -1,721 - No Ice 0.9 Dead+ 1 .6 Wind 240 deg 2.756 -2,609 1,439 55,318 99,921 -1,721 - No Ice 1.2 Dead+ 1,6 Wind 270 deg 3,675 -1023 -0,017 0.357 116,456 -1.837 - No Ice 0,9 Dead+ 1,6 Wind 270 deg 2,756 -3,023 4017 0,056 115.864 -1.837 - No Ice 1,2 Dead+ 1,6 Wind 300 deg 3.675 -2,626 -1A69 -54,970 101,261 -1.460 - No Ice 0.9 Dead+1,6 Wind 300 deg 2.756 -2,626 -1,469 -54.983 100.749 -1,460 - No Ice 1,2 Dead+1.6 Wind 330 deg 3,675 -1,526 -2,527 -95,249 58.916 -0,692 - No Ice 0.9 Dead+ 1.6 Wind 330 deg 2,756 -1.526 -2,527 -95,052 58,625 4692 - No Ice Dead+Wind 0 deg - Service 3.063 -0,003 -0.585 -21,258 0,108 0.053 Dead+Wind 30 deg - Service 3,063 0.301 4505 -18,194 -11,605 0.231 Dead+Wind 60 deg - Service 3,063 0,525 -0.290 4989 -20225 0,347 Dead+Wind 90 deg - Service 3.063 0,609 0,003 1,158 -23,442 0,370 Dead+Wind 120 deg - 3,063 0.529 0.296 12.261 -20,393 0.294 Service Dead+Wind 150 deg - 3,063 0.307 0,509 20.343 -11.896 0.140 Service Dead+Wind 180 deg - 3,063 0.003 0,585 23,240 -0,227 -0,053 Service Dead+Wtnd 210 deg - 3,063 -0301 0,505 20,176 11.487 -0.231 Service Dead+Wind 240 deg - 3,063 4525 0,290 11.970 20,107 -0,347 Service Dead+Wind 270 deg - 3,063 -0,609 -0,003 0.823 23,323 -0370 Service Dead+Wind 300 deg - 3.063 -0,529 -0.296 -10279 20,274 -0.294 Service Dead+Wtnd 330 deg - 3.063 -0,307 -0.509 -18,361 11,777 -0,140 Service U#1 January 4 T y`� ♦ 1M fY i I Page 12 Solution Summa_q ow. ww xww�mwwrwwwmwwww Sum of Applied Farces Displacement xtiwnemmwwwen wwurrxw exnmwnaraaxnuxmwwr.... Sum of Reactions wwmwm exwwwwm Load Pk' PY P2 P.3f PY P2' % Error Comb, K K -w,,.. K K K K w.... ..:...a,,,. ....,,s.. .,,« .............. ... 1 .a,.v,. 0.000 .w.�,.s- .,„,.,,......., «. «.,, -, ,.,.., a..aa....,«..e... -3.063 - .....- ,.,..,. 0.000 ,.a...,...... ..:,....w «A.-. 0.000 ., «,s.„,....., .,:.,,,:m..,., 1063 ...,.., ..4..,.,.,.,.,, 0.000 .,.,....,.....,., 0.000 % 2 -0.017 -1675 ^2.906 0,017 3,675 2,908 0,000% 3 4017 -2.756 -2.908 0,017 2356 2,908 0.000 % 4 1497 -1675 -2.510 -1497 1675 2,510 0.000 %0 5 1.497 - 2.756 - 2.510 -1.497 2.756 2.510 0.000 %0 6 2.609 - 3.675 -1,439 -2ZO9 3.675 1439 0,000 % 7 2.609 -2.756 - 1.439 -2.609 2.756 1.439 0.000 %0 8 1023 -1675 0.017 -3.023 3,675 4017 0,000 % 9 3.023 -2.756 0.017 - 3..023 2.756 •0.017 0.000 %0 10 2.626 -3.675 1.469 -2.626 3.675 -1.469 0.000 %0 11 2,626 2756 1.469 •2:626 2.756 -1.469 0.000 % 12 1.526 -3.675 2.527 -1.526 3,675 -2.527 0.000 13 1,526 -2156 2.527 -1.526 2356 -2.527 0,000 % 14 0.017 -3,675 2.908 4017 1675 -2.908 0.000 % 15 0,017 -2,756 2.908 -0.017 2.756 -2.908 0.000% 16 -1.497 -3.675 2.510 1,497 1675 -2.510 0.000% 17 - 1.497 -2.756 2,510 1.497 2356 -2.510 0,000 % 18 -2.609 -3.675 1.439 2.609 3,675 -1.439 0,000% 19 -2:609 -2,756 1.439 2.609 2156 -1.439 0.000% 20 -3.023 -3.675 - 0.017 3.023 1675 0.017 0,000% 21 - 1023 -2756 4017 3.023 2156 0.017 0.000% 2 -2.626 -3.675 - 1.469 2.626 1675 1,469 0.000 % 23 -2.626 -2.756 - 9.469 2.626 2.756 1.469 0,000 24 -1,526 1675 -2.527 1.526 3.675 2.527 0.000 % -9.526 -2.756 -2.527 1.526 2156 2.527 0,000 26 -0,003 -3.063 -0.585 0.003 1063 {3.585 0.000% 27 0,301 -3.063 - 0.505 - 0301 3.063 0.505 0.000% 28 0.525 -1063 -0.290 -0.525 3.063 0,290 0,000% 29 0.609 3.063 0.003 -0.609 3,063 - 0.003 0.000% 30 0.529 -1063 0.296 -0.529 3.063 -0,296 OM0 %a 1 0,307 -3,063 0.509 - 0307 1063 -0,509 O.000%0 32 0.003 -1063 0,585 -0.003 1063 4585 0.000 %0 33 -0.301 -3.063 0.505 0.301 3.063 - 0.505 0.000 %Q 34 4525 -3.063 0,290 0,525 3,063 -0.290 0.000 %0 3 -0.609 -3.063 -0,003 0.609 3.063 0,003 0.000`?l0 36 -0.529 -3.063 4296 0.529 1063 0,296 0,000 % 37 - 0.307 -10 -0, 509 0307 3.063 0,509 0.000 %0 Non-Linear Con "r9 R Load Converged? Number Displacement Farce Combination _,.. - -_ ,._.w of Cote _ -e m Tolerance Tolerance . 4 0.00000001 0.0 000001 2 Yes 4 0.00000001 0.00006413 3 Yes 4 0.00000001 0.00000001 4 Yes 4 0.00000001 0.00038625 5 Yes 4 0.00000001 0.00025254 6 Yes 4 0,00000001 0,00040634 7 Yes 4 0.00000001 0.00026677 8 Yes 4 0.00000001 0.00051130 9 Yes 4 0.00000001 0,00032794 10 Yes 4 0.00000001 0.00051169 11 Yes 4 0.00000001 0.00032929 12 Yes 4 0.00000001 0.00018279 13 Yes 4 0.00000001 0.00011874 14 Yes 4 0.00000001 0.00007176 15 Yes 4 0.00000001 0.00000001 16 Yes 4 0.00000001 0.00027469 17 Yes 4 0.00000009 0.00017994 • I ^ 18 Yes 4 0,00000001 0.00057286 19 Yes 4 0,00000001 0,00036998 20 Yes 4 0.00000001 0,00050448 21 Yes 4 0.00000001 0,00032382 22 Yes 4 0,00000001 0,00034343 23 Yes 4 0,00000001 0.00022533 24 Yes 4 0,00000001 0,00028114 25 Yes 4 0.00000001 0,00018317 26 Yes 4 0.00000001 0,00000001 27 Yes 4 0,00000001 0.00000001 28 Yes 4 0,00000001 0.00000001 29 Yes 4 0,00000001 0,00000001 30 Yes 4 0=000001 0,00000001 31 Yes 4 0.00000001 0,00000001 32 Yes 4 0.00000001 0.00000001 33 Yes 4 0,00000001 0.00000001 34 Yes 4 0,00000001 0,00000001 35 Yes 4 0,00000001 0.00000001 36 Yes 4 0.00000001 0,00000001 37 Poa Yes 4 0.00000001 0,00000001 January 28, 2013 CC/ BU No, 877040 Page 13 Maximum Tower Deflections - Service Wind Section Elevation HOM Gov Tilt Twist No, Deflection Load ft in Comb. t,1 Deflections and Radius of Curvature - Service Wind Elevation Rppurtenerrce Gov. DWfI7c_tTo_nTilt Tilt Twist Radius of Load Curvature ft Comb, in ft 52.504 E . ..... ------ ning Rod 5/8" x 5' . ... ...... 30 2,757 0,421 0,021 Inf 48,000 R R65-1 8-OODPL2 w/ Mount Pipe 30 2,647 0,404 0,020 Inf 34,000 CPS A 30 1,875 0,286 0V4 Inf Maximum Tower Deflections - Design Wind I Sactic 7n_ —'— — Gov. Tilt Twist NO, Deflection Load ft in Comb. LI Critical Deflections and Radius of Curvature - Design Wind _ I ele_vation — Appurtenance Gov, Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 52.500 Rod 518" x 5' 10 13,316 1,987 0.105 Inf 48,000 RR65-18-OODPL2 w/ Mount Pipe 10 12,783 1,908 0.101 Inf 34,000 CPS A 10 9.055 1,351 0,072 — Inf tnxTower Report - version 6,0.4.0 CoTpression Checks Pole Pej�kgp_Data Section Elevation Size L L� K11r A atin No. P„ ft ft ft 0 K K aP 0' _0 - 0 , — 0 - 0 , — 0" "0 ' '0' ............ 1 1 --- 4 , 7 -- 8 - "6 - '3' - 5 0.008 kT Section Elevation Size M. 0M. Ratio M-Y OM-Y Ratio try Shea r, Design - Data I Section — Elevation Size Actual — O – V. Ratio Actual OT11 Ratio No, V. V. T„ T. ft K K V kip-ft kip-ft �Tn L1 50-0(1) TP I 9,19x I 3.665xO, 188 3,028 238,784 0,013 1.837 I Pole Interaction Desion Data, I Section Elevation Ratio Ratio Ratio Ratio Ratio Comb, Allow criteria No. P. M. V" T. Stress Stress ft Ratio Ratio L1 50-0(1) 0,008 0A85 0,000 0.013 0M5 0,493 1,000 V 4,8.2 Section Cikpacity_ Table Section Elevation Component Size critical P OPMb. % Pass No. ft Type Element K K Capacity Fail L1 50-0 Pole TP19.1%13.6654,188 1 -3,671 47&635 49,3 Pass Summary Pole (LI) 493 Pa RATING = 493 Pal kip-ft kip -ft _TMT kip-ft kip-ft 50 Ft Monopole Tower Structural Analysis Report Project Number 569995, Application 172284, Revision 1 January 28, 2013 CC/ BU N6 877040 Page 15 (PROPOSED) (2) 1-7/16' TO 48 FT U (INSTALLED) (1) 1/2* TO 48 FT LEVEL (4) 7/8* TO 48 FT LEVEL (INSTALLED) (1) 1/2' TO 34 FT LEVEL 50 Ft Monopole Tower Structural Analysis Report Project Number 569995, Application 172284, Revision 1 January 26, 2013 CC/ BU No. 877040 Page 16 tnxTower Report - version 6.0.4,0 �w,,.,. Site Data BU#: 877040 Site Name: US WEST WADSWORTH Age #,, 172284, Rew I Loads Already Factored • Note) kips Disregard <---Disregard MOWN' Maximum Shaft Superimposed ---- - -- ----- Forces TIA R evision: Max, Factored Shaft Mw Max. Factored Shaft Pu.' Max Axial Fprqe e. Note) kips INE"Ift-kips equal to the shaft top reaction moment Concrete Comp. strength, fc 10 E DZIN Ml �psi Reinforcement yield strength, Fy ksi Reinforcing Modulus of Elasticity, E ksi Reinforcement yield strain 0.00207 I initivir, rw-ff#. -IrPqqivP ri,,t =1111 ANIONM Seismic Risk (3)*(Sqrt(fc)/Fy: O0027 200 / Fy, O0033 Wffaim. Ems= NBC= ---------------------------------- Shaft Factored Loads P011ft-kips kips Concrete Comp. strength, fc 10 E DZIN Ml �psi Reinforcement yield strength, Fy ksi Reinforcing Modulus of Elasticity, E ksi Reinforcement yield strain 0.00207 I initivir, rw-ff#. -IrPqqivP ri,,t =1111 ANIONM Seismic Risk (3)*(Sqrt(fc)/Fy: O0027 200 / Fy, O0033 Wffaim. Ems= NBC= INNS= Results: Governing Orientation Case: rr to Ho sky,11191w, MY, Mu INNS= Results: Governing Orientation Case: Case 1 Case 2 Dist. From Edge to Neutral Axis: 7.41 in Extreme Steel Strain, ct: 0.0197 et > 0.0060, Tension Controll Reduction Factor,q: 0.900 1 Qut2ut Note Negative Pu=Tension For Axial Compression, (p Pn = Pu: 4.00 kips Drilled Shaft Moment Capacity, �pMn: 1100.86 ft-kips Drilled Shaft Superimposed Mu: 137.22 ft-kips, 111T.P.M. �r'�E Drilled DSMC, Version 1. 1 - Effective 04/01/ 201 Analysis Date: 1/2812011 Mu Case 1 Case 2 Dist. From Edge to Neutral Axis: 7.41 in Extreme Steel Strain, ct: 0.0197 et > 0.0060, Tension Controll Reduction Factor,q: 0.900 1 Qut2ut Note Negative Pu=Tension For Axial Compression, (p Pn = Pu: 4.00 kips Drilled Shaft Moment Capacity, �pMn: 1100.86 ft-kips Drilled Shaft Superimposed Mu: 137.22 ft-kips, 111T.P.M. �r'�E Drilled DSMC, Version 1. 1 - Effective 04/01/ 201 Analysis Date: 1/2812011 Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assurngtions: 1) Rod groups at corners. Total # rods divisible by 4. Maximum total # of rods = 48 (12 per Corner). 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner) 3) Clear space between bottom of le fingnut and o of concrete not 2�ce od Diameter) _top Site Data BU#: 877040 Site Name: US WEST WADSWORTH Base Reactions Anchc MMAM in IF Round i PL Design Bending Strength, O*Fy: - - - - - -------- - -------------- Qty. IMNN�� 42,910 Pass Diam� imam in Stiffener Results Rod Materiallism degrees N/A Yield Fy:!01ffi= N/A Plate Flex+Shear, fb/Fb+(fv/FV)A 2: Strength, Fu: in Width: Plate Comp. (AI SC Bracket): in Heigft Base Reactions W=Side: Thick: Grade: Clip Distance: MMAM in IF Round i PL Design Bending Strength, O*Fy: UE IMNN�� Base Reactions Diam.INKEM Thick: GradeJJJJIMksi # of�i; MMAM in IF Round i PL Design Bending Strength, O*Fy: V1013=� ��Lkjp 42,910 Pass NIA - Unstiffened in Stiffener Results degrees N/A Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/FV)A 2: N/A in Width: Plate Comp. (AI SC Bracket): in Heigft in Thick: in Notch* in Grade: Weld 'Clear Space 'between 'Stiffeners at [ BC Base Reactions Diam.INKEM Thick: GradeJJJJIMksi # of�i; Base Plate Stress: in IF Round i PL Design Bending Strength, O*Fy: V1013=� ��Lkjp Base Reactions III I II VIII I TIA Revisiom Factored Moment, Mu: Factored Axial, Pu: Factored Shear, Vw. Base Plate Stress: -kips PL Design Bending Strength, O*Fy: V1013=� ��Lkjp Anchor Rod Results TIA G —> Max Rod (Cu+ Vu/n): 54.8 Kips Axial Design Strength, 4)*Fu*Anet: 260O Kips Anchor Rod Stress Ratio: 21.1% Pass Base Plate Results Flexural Check Base Plate Stress: 19.3 ksi PL Design Bending Strength, O*Fy: 45.0 ksi Base Plate Stress Ratio'. 42,910 Pass NIA - Unstiffened Stiffener Results Horizontal Weld N/A Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/FV)A 2: N/A Plate Tension+Shear, ft/Ft+(fv/Fv)A 2: N/A Plate Comp. (AI SC Bracket): N/A Pole Results CCIplate 1.6 - Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 1/2812013 • • • • . Drilled Pier monopole Checks capacity of a singte drilled shaft foundation for a BUM 0, Site Name: US WEST W ADSWOR .«. Numbe r _ • . w De pth to . } • I �.I# r r IV Assume 0.33 °l Minimum Steel? t — ---- -- - - - - -- ■ ■■ e • •at • s MUMMMEM Pier. 12,5% Bath[. 4,t% Effective Date: 0412612012 * i � {���11111111I11111� LL F r _ • . w De pth to . } • I �.I# r r IV Assume 0.33 °l Minimum Steel? t — ---- -- - - - - -- ■ ■■ e • •at • s MUMMMEM Pier. 12,5% Bath[. 4,t% Effective Date: 0412612012 * r _ • . w De pth to . } • I �.I# r r IV Assume 0.33 °l Minimum Steel? t — ---- -- - - - - -- ■ ■■ e • •at • s MUMMMEM Pier. 12,5% Bath[. 4,t% Effective Date: 0412612012 • I �.I# r r IV Assume 0.33 °l Minimum Steel? t — ---- -- - - - - -- ■ ■■ e • •at • s MUMMMEM Pier. 12,5% Bath[. 4,t% Effective Date: 0412612012 IV Assume 0.33 °l Minimum Steel? t — ---- -- - - - - -- ■ ■■ e • •at • s MUMMMEM Pier. 12,5% Bath[. 4,t% Effective Date: 0412612012 • •at • s MUMMMEM Pier. 12,5% Bath[. 4,t% Effective Date: 0412612012 ' s P1 FY i day� ��a r y ys , ,,n'a e. nn pyK q� Pier Properties Diameter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (ksi) (ksi) ---------- I -------- I --------- I ------------------ Soil Properties Layer Type Thickness Depth at Top Density Cu KP PHI of Layer (ft) (ft) (lba/ft'3) ----- - ------- - ---- ---- -- ------- --------- ----- (Par) ------- ---- -------- QP (deg} ------ ay d "I 4 Y Design (Factored) Loads at Top of Pier Moment Axial Shear Additional Safety Load Load Factor Against Soil Failure (ft-k) (kips) (kips) -------- - --------------------- -------- 4, Calculated Pier Properties Length Weight End Bearing Pressure (ft) (kips) (Pat) --------------------------------- Ultimate Resisting Forces Along Pier Type Distance of Top of Layer Thickness Density CU KP Force Arm to Top of Pier (ft) (ft) ---------------- ---------------- ------------- j (lbs/ft (Psf) ---------------------- - ------------------- (kips) (ft) tra Sand ay Shear and Moments Along Pier Distance below Shear Moment Shear Moment Top of Pier (with Safety Factor) (with Safety Factor) (without Safety Factor) (without Safety Factor) (ft) (kips) ------ ------------------ Oft -k) (kips) (ft-k) -------------- ------------ -------------------------- 1-- 9 ------------- - -------- - 1,2 4 0 1 4: 43 4o 3 4 4 3 31. 9 7 �k 3 3,, 3 e 2 4 1*,5 20 4 q. k 2 7 �q 1330��� Chelsea Warren Crown Caste 04 M a= ra # im B" Crown Castle Designation: Crown Castle SU Number. 877040 Crown Castle Site Name: US WEST WADSWORTH Crown Castle JDE Job Number: 196942 Crown Castle Work Order Number: 5699• 5 Crown Castle Application Number: 172284 Rev. 1 7 Latitude 39 46" 19.2", Longitude -105 50 Foot - Monopole Tower Crown Castle is pleased to submit this "Structural Analysis Reporlr' to determine the structural integrity of the above mentioned tower, This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 569995, in accordance with application 172284, revision 1, LCS: Existing + Proposed Equipment Sufficient Capacity The analysis has been performed in accordance with the TIA-222-G standard and local code requirements based upon a wind speed of 100 mph 3-secw gust and Exposure Category B. All modifications and equipment proposed In this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Grown Castle appreciate the opportunity • providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. WEMUEMME =- W January 28, 2013 1 lucent KS24019-L1 12A ----------- - lu 1 718 RR65-18-OODPL2 w/ Mount 1 w ems ireless Pipe 48.0 48.0 PON oft 7/8 1 1 lucent KS24019-L1 12A 1 718 RR65-18-OODPL2 w/ Mount 1 w ems ireless Pipe 48.0 48.0 3 7/8 1 ems wireless RR65-18-02DP w/ Moun t 2 1/2 Pipe 1 tower mounts Side Arm Mount [SO 701-31 1 34.0 34.0 ... .. ..... ... .... .. .... . . . .. . ......... CPS A 1 ......... 1/2 1 1 tower mounts CPS Mount 1) Existing Equipment 2) Equipment To Be Removed Table 3 - Desion Antenna and Cable Information M M kir LI 50-0 H Anchor Rods 4 - 0 19,0 Pass . ........ .. ... ..... . .... 4 - - 1 Base Plate 0 7 5 - . . .. ........... 36.6 Pass 1 Base Foundation 0 11.4 Pass C4 3.1) Analysis Method tnxTower (version 6.0.4.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 1) See additional documentation in 'Appendix C — Additional Calculations' for calculations supporting the % capacity consumed. January 28, 2013 50 Ft Monopole Tower Structural Analysis Report Project Number 569995, Application 172284, Revision I January 28, 2013 CCI BU No. 877040 Page 6 tnxTower Report - version 6.0.4.0 E;ao DESIGNED APPURTENANCE LOADING TYPE _ L VATit i PE � � ,. _... ... ._ LEVATION i.#ghthi+g Rod Ts� "x 6 5 r4F?!i t( aw f FtLTER 45 KS24019LI12A 48 RRH _ , RPH 48 .... c 4 8 4 Pbpe 7' Arm Mount [TA 601 .3l as E° T- X- TS•'rg i 5 -62 -1 BAR -R(7 wf Mount 46 6 x 2 MOW Pipe 48 Poi caps A 34. M E;ao DESIGNED APPURTENANCE LOADING TYPE _ L VATit i PE � � ,. _... ... ._ LEVATION i.#ghthi+g Rod Ts� "x 6 5 r4F?!i t( aw f FtLTER 45 KS24019LI12A 48 RRH _ , RPH 48 .... E X-TS- 70,15.62.46- M- RDWk4owt 46.... -P4 4 8 4 Pbpe 7' Arm Mount [TA 601 .3l 48 _. E° T- X- TS•'rg i 5 -62 -1 BAR -R(7 wf Mount 46 6 x 2 MOW Pipe 48 Poi caps A 34. RRH -C2 WE X7 FILTER 48 GPS Mount 34 MATERIAL STRENGTH GRADE fy a GRADE . Fu A595.55 55 kw 65 kV TOWER DESIGN NOT t. Tower is located in Jefferson County, Colorado. 2. Tower designed for Exposure B to the TPA - 222 -G Standard. 3. "Cower designed for a 100 mph basic wind in accordance with the TIA -222_G Standard. 4. Deflections are based upon a 60 mph wind, 5. Tower Structure Class I}. . To graphic Category t with Crest Height of 0.000 ft 7. TOWER RATING: 44.4% * wx 9 s 1 f Tower Input Data N - - ------ Tapered Pole Sectio Geometry �a wwm. . , wammwma„an.mww.ww.uauwavub.. Section Elevation Section wa muw�w��w Splice Number Trap Bottom Wall Bend �wwm�w� Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll p A 50M04000 50.000 Round 13.665 19190 0.'(66 A595 -5 „ 55 kt J_ Rill Int L1 13,665 7,939 180.394 4,771 6M2 26402 360,296 1967 0,000 0 19190 11,193 505622 6727 9,595 SZ696 1009M7 5,593 ODOO 0 yea KK Tower Gusset Gusset Gusset GradeAdjust. Factor Adjust, Weight Mult, Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt (per face) A,, Spacing Spacing Diagonals HohZOntals ft fe in in in • - " °• � • r►r - r t ., . t Tower G Gusset G Gusset Gusset GradeAdpust, Factor Adjust, W Weight Mutt. Double Angle Double Angle Elevation A Area T Thickness At Factor S Stitch Bolt Mitch Bolt (per face) A A- S Spacing Spacing Diagonals Horizontals ft f ft i in i in in .. ,., Description Face Allow component Placement Total C Weight or Shield Type Number . f lft w ., kif LDF - 50A (7l ") C No Inside Pole 48,000 - 0,000 1 No Ice 0.000 0.000 TYPE 2(1 -7115) C No Inside Pale 48.000.0.000 2 No Ice 0.000 0.001 LDP4- 0A(112 ") C No Inside Peale 34.000 - 0.000 1 No Ice 0.000 0:000 r a. A n Tower Towrer Pace A� -- ' — A — F – ' CAAA CAAA Weight Sectio Elevation In Face Out Face n ft fe ft fe to � Ll � 50,000-0,000 A 0.000 0.000 0,000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0,000 0.000 0.000 0.000 0.079 Fee Line Center of P ressure Section Elevation CPX C Z Ice lee ft / n in In in �.w_. Ll..� 50.000- 0.000 ...,.._ 0.000 0.000 _ • • Desc Segment Mal ! • r a. A n Tower Towrer Pace A� -- ' — A — F – ' CAAA CAAA Weight Sectio Elevation In Face Out Face n ft fe ft fe to � Ll � 50,000-0,000 A 0.000 0.000 0,000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0,000 0.000 0.000 0.000 0.079 Fee Line Center of P ressure Section Elevation CPX C Z Ice lee ft / n in In in �.w_. Ll..� 50.000- 0.000 ...,.._ 0.000 0.000 _ • • Desc Segment Mal ! • Fee Line Center of P ressure Section Elevation CPX C Z Ice lee ft / n in In in �.w_. Ll..� 50.000- 0.000 ...,.._ 0.000 0.000 _ • • Desc Segment Mal ! • Mal ! • Description Face Offset Offsets: Azimuth Placement CAAA CAAA weight or Type Hotz Adjustmen 0.000 Front Side Leg Lateral t 48.000 No Ice 8,704 6.487 0,068 0.000 Vert 0,000 It ft ft ft K No Ice 6,195 5.162 ft 0,000 0.000 ft Lightning Rod 518" x 5' B None 0.000 52,500 No lee 0.313 0.313 0.031 0.000 KS2401 9-0 12A C From Leg 4.000 0,000 48,000 No Ice 0.100 0,100 0,005 f ### #40 11 RRH-P4 C From Leg T-Arm Mount [TA 601-3] C None 6'x 2" Mount Pipe C From Leg 4.000 0,000 46,000 No lee 8,704 6,467 0.068 0,000 0.000 4.000 0,000 48.000 No Ice 8,704 6.487 0,068 0.000 0,000 4,000 0,000 46.000 No Ice 6,195 5.162 0,082 0,000 0.000 4,000 0.000 48,000 No Ice 6,195 5,162 0,082 0.000 0.000 4.000 0.000 48,000 No Ice 3.191 2.075 0,060 0.000 0,000 4.000 0.000 46,000 No Ice 3,191 2,075 0,060 0.000 0,000 0,000 46.000 No Ice 10.900 10.900 0,726 4,000 0,000 48,000 No Ice 1,425 1A25 0,022 0,000 0,000 tnxTower Report - version 6.0.4.0 Maximum Mem r Sectio Elevation Component Condition Gov, Axial Major Axis Minor Axis n ft Type Shear, Load Comb. Moment Moment No Pole � Max. VerE . Comb, K krb- L1 50.0 Pole _ _ Max Tension .. 1 0.000 _ 0.000 0.000 0,000 2.654 Max. Compression 2 -1525 0.096 97.034 Max. M, 8 Max. Mx 20 - 1524 105.024 -1.288 2.072 2.788 Max. My 14 -3.525 0,096 _.99.613 2.654 Mies. H. Max. Vy 20 2793 105.024 1.288 15 2.646 Max. Vx 14 2,658 0.096 - 99.613 0,000 - 2.654 Max. Torque 8 - 105.024 2788 - 2.073 Location Condition Gov. Vertical HorizonW X Horizontal, 2 Load K K Shear, Shear, Comb. Overtuming �- Torque Combination Pole � Max. VerE 20 3.528 2.788 0.000 Max. H. 21 2.646 2.788 -0.000 Max, H, 3 2.646 0,000 2.654 Max. M. 2 97.034 0.000 2,654 Max. M, 8 104.833 -2388 - 0.000 Max. Torsion 20 2.072 2.788 -0.000 Min. Vert 3 2.646 0.000 2.654 Mies. H. 9 2,646 -2.788 -0.000 Min. hl, 15 2.646 0.000 -2.654 Min. M. 14 - 99.613 0,000 - 2.654 Min. M, 20 - 105.024 2788 -0,000 Min. Torsion 8 - 2.072 -2788 4000 Tower Mast Reaction 'Summ Load Vertical Shear, Shear, Overturning Overtuming �- Torque Combination Moment, M, Moment M, Dead pnly 2.940 0,000 0,000 1,068 0.079 0.000 1.2 Dead +1.6 Wind 0 deg - 1528 0.000 -2.654 - 97.034 0.096 -0.144 N o Ice 0.9 Dead +1.6 Wind 0 deg - 2.646 0.000 -2:654 - 96.881 0,071 -0.144 3 tnxTower Report - version 6.0,4.0 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, 0. Moment, M, K K K 1,2 Dead+ 1 .6 Wind 30 deg - 3.528 1,394 -2298 -83,861 -52,369 0,911 No Ice 0.9 Dead+ 1 .6 Wind 30 deg - 2,646 1,394 -2298 -83,773 -52,134 0.911 No Ice 1. Dead+1,6 Wind 60 deg - 3.528 2.495 -1,327 -47.873 -90175 1,722 No Ice 0.9 Dead+1 .6 Wind 60 deg - 2.646 2,415 -1.327 -47.961 -90350 1,722 No Ice 1,2 Dead+1 .6 Wind 90 deg - 3.528 2,788 0.000 1.287 -104,833 2.072 No Ice 0,9 Dead+1,6 Wind 90 deg - 2.646 2.788 0,000 0,957 -104338 2,072 No Ice 1.2 Dead+1 .6 Wind 120 deg 3,528 2.415 1,327 50,449 -90,776 1,866 - No Ice 0,9 Dead+1.6 Wind 120 deg 2,646 2.415 1.327 49,877 -90351 1,866 - No toe 9.2 Dead+ 1.6 Wind 150 deg 3,528 1,394 2.298 86.439 -52,370 1.961 -Note 0.9 Dead+ 1 .6 Wind 150 deg 2.646 1,394 2.298 85,690 -52,135 1.169 - No Ice 1.2 Dead+ 1,6 Wind 180 deg 3,528 0.000 2,654 99,613 0,096 0,144 - No toe 0,9 Dead+1,6 Wind 180 deg 2,646 0.000 2.654 98,799 0.071 0.144 - No Ice 1.2 Dead+ 1 .6 Wind 210 deg 3,528 -1.394 2.298 86.439 52,562 4911 -No Ice 0,9 Dead+1 .6 Wind 210 deg 2.646 -1.394 2.298 85.690 52.277 -0.911 -No Ice 1.2 Dead+ 1.6 Wind 240 deg 3.528 -2,415 1,327 50,449 90.968 -1,722 - No fee 0.9 Dead+ 1 .6 Wind 240 deg 2,646 -2A15 1.327 49,877 90,493 -1,722 - No Ice 1,2 Dead+1 .6 Wind 270 deg 3.528 -2,788 0.000 1,287 105.024 -2.072 - No Ice 0.9 Dead+1,6 Wind 270 deg 2.646 -2188 0,000 0,957 104,480 -2.072 - No Ice 1,2 Dead+1,6 Wind 300 deg 3,528 -2.415 -1327 -47,873 90,966 -1,867 - No toe 0,9 Dead+1 .6 Wind 300 deg 2,646 -2,415 -1,327 -47,961 90.492 -1,866 - No Ice 1,2 Dead+ 1,6 Wind 330 deg 3,528 -1,394 -2,298 -81862 52,560 -1,161 -No Ice 0,9 Dead+1,6 Wind 330 deg 2,646 -1394 -2,298 -83,773 52,276 -1,161 - No Ice Dead+Wind 0 deg - Service 2,940 0,000 4534 -18,663 0,079 -0,029 Dead+Wind 30 deg - Service 2,940 0,281 4463 -16.019 -10450 0.184 Dead+Wind 60 deg - Service 2.940 0.486 4267 -8197 -18,157 0,347 Dead+Wind 90 deg - Service 2.940 0,561 0.000 1,070 -20.979 0,418 Dead+WMd 120 deg - 2.940 0.486 0.267 10,936 -18157 0,376 Service Dead+Wind 150 deg - 2,940 0,281 0,463 18.158 -10A50 0,234 Service Dead+Wind 180 deg - 2,940 0,000 0.534 20,802 0,079 0,029 Service Dead+Wind 210 deg - 2,940 -0,281 0,463 18,158 10,608 -0,184 Service Dead+Wind 240 deg - 2,940 -0,486 0,267 10,936 18,316 -0,347 Service Dead+Wind 270 deg - 2,940 4561 0,000 1.070 21,137 -0,418 Service Dead+Wind 300 deg - 2.940 4486 4267 -8,797 18.316 -0,376 Service Dead+Wind 330 deg - 2,940 -0,281 4463 -16,019 10,608 -0.234 Service Q-Ly) Solution Summay Non-Linear Convergence Results Load Converged? Sum of Applied Forces Displacement Force Sum of Reactions of Py Load PX py PZ PX py PZ % Error Comb, K K K K K K 0,00000001 1 0,000 -Z940 0,000 U00 2.940 0,000 0M0% 2 0,000 -1528 -2.654 0,000 3,528 2.654 0M0% 3 0,000 -2.646 -2.654 0.000 2,646 2.654 0.000% 4 1,394 -3.528 -2298 -1,394 3,528 2.298 0.000% 5 1,394 -2,646 -2198 -1,394 2.646 2.298 0M0% 6 2,415 -3,528 -1,327 -2,415 3,528 1,327 0.000% 7 2.415 -2,646 -1.327 -2,415 2,646 1,327 0M0% 8 2,788 -3,528 OMO -2,788 3.528 -OMO 0,000% 9 2,788 -2.646 0.000 -2,788 2-646 -0,000 0,000% 10 2,415 -3,528 1,327 -2,415 3,528 -1,327 0,000% 11 2,415 -2,646 1.327 -2A15 2,646 -1,327 0,000% 12 1 ,394 -1528 2.298 -1,394 3.528 -2298 0M0% 13 1,394 -2,646 2.298 -1.394 2.646 -2298 0,000% 14 0,000 -3,528 2,654 OMO 3,528 -2.654 0M0% 15 0,000 -2,646 2,654 0,000 2.646 -2,654 0M0% 16 -1,394 -3,528 2,298 1,394 3,528 -2,298 0,000% 17 -1,394 -2.646 2.298 1,394 2.646 -2,298 0,000% 18 -2,415 -3.528 1,327 2,415 3,528 -1327 0M0% 19 -2,415 -2.646 9,327 2.495 2,646 -1327 0,000% 20 -2,788 -3.528 OMO 2.788 3.528 4000 0,000% 21 -2188 -2,646 0,000 2.788 2.646 -0,000 0,000% 22 -2,415 -3,528 -1327 2,415 3,528 1,327 0,000% 23 -2,415 -2,646 -1,327 2.415 2,646 1.327 0.000% 24 -1,394 -3,528 -2298 1 ,394 3,528 2,298 0,000% 25 -1,394 -2,646 -2,298 1 .394 2.646 2.298 0M0% 26 0.000 -2,940 -0,534 0,000 2,940 0.534 0M0% 27 0,281 -2,940 -0,463 -0.281 2,940 0.463 0,000% 28 0.486 -2.940 -0,267 -0486 2.940 0,267 0M0% 29 0,561 -2,940 0,000 -0,561 2,940 OMO 0,000% 30 0.486 -2,940 0,267 -0,486 2.940 -0-267 0,000% 31 0,281 -2,940 0,463 -0,281 2.940 -0,463 0,000% 32 0,000 -2,940 0,534 OMO 2.940 4534 0,000% 33 -0,281 -2,940 0A63 0,281 2,940 -0,463 0M0% 34 4486 -2,940 0,267 0,486 2,940 4267 0.000% 35 -0,561 -2.940 0.000 0,561 2,940 0,000 0,000% 36 -0,486 -2,940 4267 0,486 2.940 0.267 0M0% 37 -0,281 -2.940 4463 0.281 2.940 0A63 0,000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Py Tolerance Tolerance s � 4 0,00000001 0,00000001 2 Yes 4 0,00000001 0W000001 3 Yes 4 0,00000001 0W000001 4 Yes 4 0M000001 0,00026178 5 Yes 4 0,00000001 0,00017324 6 Yes 4 0.00000001 0,00036064 7 Yes 4 0,00000001 0MO23850 8 Yes 4 0.00000001 0,00049933 9 Yes 4 0,00000001 0M032389 10 Yes 4 0M000001 0,00051880 11 Yes 4 0M000001 0,00033827 12 Yes 4 0M000001 0,00024911 13 Yes 4 0M000001 0M016455 14 Yes 4 0,00000001 0,00000001 15 Yes 4 0M000001 0W000001 16 Yes 4 0,00000001 0,00019174 17 Yes 4 0M000001 0M012654 18 Yes 4 0,00000001 0M048405 19 Yes 4 0.00000001 0,00031514 20 Yes 4 0,00000001 0,00050097 M M Maximum Tower Deflections - Servic� Wind ' Elevation Horz, Gov. Tilt Twist No, Deflection Load ft in Comb. LI I inTIMEEm Elevation Appurtenance Gov, Deflection Tilt January 28, 2013 50 Ft Monopole Tower Structural Analysis Report Twist Load CC/ BU No. 877040 Project Number 569995, Application 172284, Revision 1 ft Page 13 21 Yes 4 0,00000001 0,00032466 " I-- " - " , � .1-11-1 " -.-- � , ij6i : ii����6 -- �i6 ;i � ,. x -- 5 , " -----,-,.----------- 34 22 Yes 4 0,00000001 0,00039732 In ---------------- 23 Yes 4 0.00000001 0.00026256 0,023 24 Yes 4 0,00000001 0,00032137 0.255 25 Yes 4 0.00000001 0.00021262 26 Yes 4 0,00000001 0,00000001 27 Yes 4 0.00000001 0.00000001 28 Yes 4 0,00000001 0,00000001 29 Yes 4 0,00000001 0,00000001 30 Yes 4 0,00000001 0,00000001 31 Yes 4 0.00000001 0,00000001 32 Yes 4 0,00000001 0,00000001 33 Yes 4 0.00000001 0,00000001 34 Yes 4 0,00000001 0,00000001 35 Yes 4 0,00000001 0.00000001 36 Yes 4 0M000001 0.00000001 37 Yes 4 0.00000001 0,00000001 Maximum Tower Deflections - Servic� Wind ' Elevation Horz, Gov. Tilt Twist No, Deflection Load ft in Comb. LI I inTIMEEm Elevation Appurtenance Gov, Deflection Tilt Twist Radius of Tilt Twist Load Load Curvature ft Comb. in Comb. ft " I-- " - " , � .1-11-1 " -.-- � , ij6i : ii����6 -- �i6 ;i � ,. x -- 5 , " -----,-,.----------- 34 - ------- - - -------- - 20 In ---------------- 48,000 KS24019-1-1 12A 34 2,362 0,361 0,023 irif 34,000 GP S A 34 1.673 0.255 0.016 Inf --- §e — WGn — — Elevetion Horz, Gov. Tilt Twist No, Deflection Load ft in Comb, LI tnxTower Report - version 6.04.0 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov' Deflection Tilt Twist Radius of Load Curvature ft Comb. i n ------- ft Lightning Rod 5/8" x 6 20 11 859 1,759 0119 ---- Inf 48.000 KS24019-LI 124 20 11385 1 689 0.114 Inf 34M0 GPS A 20 8.064 1196 0,081 Inf tnxTower Report - version 6.04.0 January 28,., 2013 50 Ft Monopole Tower Structural Analysis Report CC/ BU No. 877040 Project Number 569995, Application 972284, Revision 1 Page 14 Pole Design n Data Section Elevation Size L LU Klfr A P. $ Pn Ratio N o. P. ft ft It in K K p L1 .m...w 5 0-0(1) , ,..,.,. TP19.1%13.6654,188 ,. 50.000 0.000 0,0 11,193 ._ . 3,524 478.695 ".... 0,007,..., Po B Desig Section devotion - Size M.. 0101 Ratio Ky O Mn x Ratio No, W M;, ft kip ft ktp ft kip tt kip ft r ,. LW#1 �► Pole Sh L— ear Data Section Elevation Size Actual ii'V„ Ratio Actual T„ patio No. V. V. T. T. It K M, . w,., vv K ��rmm� w kip ft ..w_, kip ft Tir_.n L1 ..a. 50- 0 (1) TP19,190 .66 4,13,5 2.793 238,784w 0.012 2.072 374206 0.006 Po ! D D t ww m.� Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No, P„ M. Mary V. T. Stress Stress ft OP„ Olo Mar OVn_ �T. Ratio Ratio L1 50-0(1) 0.007 0.437 0,000 0.012 0.006 0.444 1,000 4.82 Section C.a aci Table nx«w wumwwx amwwximmwuwwariwwuw.remuxww wwm�.m�u nex Section Nvation Component Size Critical P rem op a." % xw,rcra Fuss No. ft Type dement K K Capacity Fail . »�...,., .�.,.�,. . �.W .. ..............n �.w..�..,., .,mom«»=.. - -- ------ moo.,.»...... L1 50-0 Pole TP19.1903.6654 188 ,»,.�.�..�., «..�..,.�., .�......�....... 1 1524 .,.......,...., 478.635 ..,......... 44.4 ,.m,WW�......«..��« Pass Summary Pole (L1) 44.4 Pass RATING = 44.4 Pass tnxTow r Report - version 6,0.4,0 January 28, 2013 50 Ft Monopole Tower Structural Analysis Report CC/ BU No. 877040 Project Number 569995, Application 172284, Revision 1 Page 15 BUSINESS UNM $77040 TOWER 0: C-BASELEVEL 50 Ft Monopole Tower Structural Analysis Report Project Number 569995, Application 172284, Revision 1 January 26, 2013 CCI BU No. 877040 Page 16 Site Data B §1 U#: 877040 Site Name US WEST WADSWORTH _?Ap�#: 172284, Rev: I Loads Alrea Factored Forces NW&JM ---- is D' reqard <---Di rd ft-kips Note) NOR= aximum Shaft Superimposed Forces TIA Revision: Max, Factored Shaft Mu: Max. Factored Shaft Pu'. Max Axial ft-kips Note) jj�� jjjj=�kips M �-u WiVOWMA Xtrw�==" equal to the shaft top reaction moment IIII Shaft Factored Loads 1110M �#Nl Seismic Risk I �� AI II A (3)*(Sqrt(fc)/Fy: 0.0027 200 / Fy: 0.0033 JIBE= loll= Results: Governing Orientation Casel Case 1 Case 2 Dist. From Edge to Neutral Axis: 7.41 in Extreme Steel Strain, et: 0.0197 et > 0.0050, Tension Controlled Reduction Factor,�p: 0.900 Outgut Note: Negative Pu=Tension For Axial Compression, (p Pn = Pu: 400 kips Drilled Shaft Moment Capacity, (pMn: 1100.85 ft-kips Drilled Shaft Superimposed Mu: 126.99 ft-kips Drilled DSMIC, Version 1 I - Effective 04/01/ 201 Analysis Date: 1/28/20']E • Mu Case 1 Case 2 Dist. From Edge to Neutral Axis: 7.41 in Extreme Steel Strain, et: 0.0197 et > 0.0050, Tension Controlled Reduction Factor,�p: 0.900 Outgut Note: Negative Pu=Tension For Axial Compression, (p Pn = Pu: 400 kips Drilled Shaft Moment Capacity, (pMn: 1100.85 ft-kips Drilled Shaft Superimposed Mu: 126.99 ft-kips Drilled DSMIC, Version 1 I - Effective 04/01/ 201 Analysis Date: 1/28/20']E Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F IG Assumptions: 1) Rod groups at corners. Total # rods divisible by 4. Maximum total # of rods = 48 (12 per Comer), 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner) 3) Clear space between bottom of leveling nut and top of concrete not exceeding (I r meter) Site Data BU#, 877040 Site Name: US WEST WADSWORTH Base Reactions Anchor Rod Data Pop INEM in Round Plate Flex+Shear, fb/Fb+(fv/FV)A 2: INIIM'ksi Plate Tension+Shear, ft/Ft+(fv/FV)A 2: N/A Diam: N/A in Rod Material: degrees Yield, Fy: ksi Strength, Fu: INR= in Width Base Reactions Thick::1 Grade:0111= Vertical Weld: in Round Plate Flex+Shear, fb/Fb+(fv/FV)A 2: INIIM'ksi Plate Tension+Shear, ft/Ft+(fv/FV)A 2: Base Reactions biamm Thick: Grade: "____# of Sides_� Vertical Weld: in Round Plate Flex+Shear, fb/Fb+(fv/FV)A 2: INIIM'ksi Plate Tension+Shear, ft/Ft+(fv/FV)A 2: N/A Ellllll�llllllll<--Disregard N/A Pole Results degrees in Width Height:',��in Thick: I in Notch:I�ffin Grade:���Iksi Weld Clear Space !between Stiffeners at Em i I �BC Base Reactions biamm Thick: Grade: "____# of Sides_� Vertical Weld: in Round Plate Flex+Shear, fb/Fb+(fv/FV)A 2: INIIM'ksi Plate Tension+Shear, ft/Ft+(fv/FV)A 2: Base Reactions TIA Revision: Factored Moment, Mu:i Factored Axial, Pu: i L Factored Shear, Vw.' Vertical Weld: ft kips kips k!p§__ Plate Flex+Shear, fb/Fb+(fv/FV)A 2: N/A Plate Tension+Shear, ft/Ft+(fv/FV)A 2: Anchor Rod Results TIA G —> Max Rod (Cu+ Vu/n). 49A Kip Axial Design Strength, 4>*Fu*Anet: 260O Kip Anchor Rod Stress Ratio* 19.0% Pal Base Plate Results Flexural Check E Base Plate Stress'. 17.4 ksi PL Design Bending Strength, O*Fy: 45.0 ksi Base Plate Stress Ratio: 38,6% Pal Horizontal Weld N/A Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/FV)A 2: N/A Plate Tension+Shear, ft/Ft+(fv/FV)A 2: N/A Plate Comp, (AISC Bracket): N/A Pole Results Analysis date: 1/28/2013 Mono2ole Drilled Pier Checks capacity of a single ddtled shaft foundation for a monopole per TIA-222-G BUM 877040 Site Name: US WEST WADSWORTH App Number: 172284, Rew I ---------- --- - --- ----- — 7 De toZero hearimm ,W Assume 0.33%Minitntun Steel? Pier 11,4% Soil: 18% — 7 De toZero hearimm ,W Assume 0.33%Minitntun Steel? Pier 11,4% Soil: 18% aim ,W Assume 0.33%Minitntun Steel? Pier 11,4% Soil: 18% "'a I c"i all a, Me elS 'Fu I Pier Properties Diamter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (kai) (ksi) ----------- --------------------------- Soil Properties Layer Type Thickness Depth at Top Density cu XP PHI of Layer (ft) (ft) (lbs/ft (Pat) ------------------- - ----------------- ------ -------------------------- -------- (dog) -------- y y a y P Design (Factored) Loads at Top of Pier moment Axial Shear Additional Safety Load Load Factor Against Soil Failure (ft-k) (kips) (kips) --l-1-11 -------------- ---------------- 4 K Calculated Pier Properties Length Weight End Bearing Pressure (ft) (kips) (Psf) ------------------- ------ Ultimate Resisting Forces Along Pier Type Distance of Top of Layer Thickness Density CU XP Force Arm to Top of Pier (ft) (ft) -------------- -------------- ------------------------------------------------ Gba/ft'3) (Pat) --------- (kips) (ft) — ------------------ 9 sand 45� 4 4 0 1 �0 a y 2 C �o Shear and Moments Along Pier Distance below Shear Moment Shear Moment Top of Pier (with Safety Factor) (with Safety Factor) (without Safety Factor) (without Safety Factor) (ft) (kips) --------------- ------------ ------------------------- (ft-k) --------------- ------- -------------------------------------------- (kips) (ft-k) �x t _t4, "1 3 9 3, Q 12:�. 3 u -4 "S' 2 7 c 74 2 7 4— 2 1 1 4 W ork shall cmnpl ° with 2000 It" t 5 : • A R E A MA T E SHEETINDEX u ui�u PR O J EC T ■ awl Miu a q APPROX VICINITY M AP TRUE NORTH } `k f } t VISION AM S UN U S WADSWO D 9 ♦ * P t 3M WADSWOM WO WWAT MOW, CO MW THESE RIMS HAVE MEN DEVELOPED FOR THE MODIFICATION TO AN (E) TELECOMMLNICATIONS N 1111 B OULE VA R D WHEAT +cyC Cf }h IIIIII�IIG IIII C ONSTRUCTIO N MANAGER 21 STREET 'I- i rAC1LffY OWNED OR LEASED BY SPRINT IN ACCORDANCE WUH THE SCOPE OF WORK PROVIDED BY GENERAL DYNAMICS EBI CONSULTING HAS INCORPORATED THIS SCOPE OF WORK W THE PLANS, THESE PLAN CONISU I - , P LANS N OT } N UNLESS ACCOMPANIED BY STR TlIIYI .. .� ,,. RE. I r x } ..,,....,.�. PK (781) 273 UK BOTH TOWER & MOUNT PRO -y.P •.. Mg&a MANAGER *, P P ♦ # • A PPROVA LS « SO QU S TR E ET Iry I�kl. x }. `k f } t VISION AM S UN U S WADSWO D 9 ♦ * P t 3M WADSWOM WO WWAT MOW, CO MW THESE RIMS HAVE MEN DEVELOPED FOR THE MODIFICATION TO AN (E) TELECOMMLNICATIONS N 1111 B OULE VA R D WHEAT +cyC Cf }h IIIIII�IIG IIII C ONSTRUCTIO N MANAGER 21 STREET 'I- i rAC1LffY OWNED OR LEASED BY SPRINT IN ACCORDANCE WUH THE SCOPE OF WORK PROVIDED BY GENERAL DYNAMICS EBI CONSULTING HAS INCORPORATED THIS SCOPE OF WORK W THE PLANS, THESE PLAN CONISU I - , P LANS N OT } N UNLESS ACCOMPANIED BY STR TlIIYI .. .� ,,. RE. I r ANALYSIS PREPARED By A LICENSED STRUCTURAL ENGINEER, STRUCTURAL ANALYSIS MUST INCLUDE ..,,....,.�. PK (781) 273 UK BOTH TOWER & MOUNT PRO -y.P •.. Mg&a MANAGER *, P P ♦ # • A PPROVA LS « SO QU S TR E ET Iry I�kl. x }. A GENERAL DYNAMICS ON BEHALF OF SPRINT SUITE 340 C GREENWOOD VI CO $0111 a. M �� � APPROVAL SIGNATURE o� A MANDA BERNARD "M SOUTH QUEREC STREET SUITE + CHMSKIWKNOGOITCOM s P OWNE GREENW VILLAGE, DO 80111 - }r 4 AMAN0AA6RNARD@GOfTCOM TOWN OF WHEAT MOM 7500 W 29TH AVE DI I DRIVING 4� AVE, CONTINUE ONTO U" K EXIT ONTO CO• 124 NNSADSW 4T APPROVED Subject to 'field nsl', ect� ons } }:•. N 1111 B OULE VA R D WHEAT +cyC Cf }h IIIIII�IIG IIII C ONSTRUCTIO N MANAGER &E N lull111 PLAN CONISU �w 111 illllll� II�IIIM , TlIIYI li � � II 11 MI I I II 1 I1. ..,,....,.�. .'. . UK DI I DRIVING 4� AVE, CONTINUE ONTO U" K EXIT ONTO CO• 124 NNSADSW 4T APPROVED Subject to 'field nsl', ect� ons } }:•. N 1111 B OULE VA R D WHEAT +cyC Cf }h IIIIII�IIG IIII R �w 111 illllll� II�IIIM , TlIIYI } } } S WIRE - ESS T ELECOMMUNICATI , ,> K VISION EQUIP UPG RAD E and any applicable City of Wheat Rift Municipal (7odm NETWORK VISION MMBS LAUNCH TITLE SHEET R TlIIYI TB ..,,....,.�. UK i G4/03/13 •e' @ i. nu °f S WIRE - ESS T ELECOMMUNICATI , ,> K VISION EQUIP UPG RAD E and any applicable City of Wheat Rift Municipal (7odm NETWORK VISION MMBS LAUNCH VISION .'AM UNC' IL E Gm vfwmvfte i M;tt1 21 B SbW t Budington, MA 01 Tel: 781.271 I Fax 781.273.3311 .ab «r r «- r 34.. ALL BOLTS SHALL, BE STMNLESS STEEL. x x . x x x x •• s �IIrU Ill� 111111 III I IIIII�IIIII xa+ .t LAO BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS, 10, STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. ll. NEW GRADES NOT IN BUILDING AND DR AY IMPROVEMENT AREA TO BE ACHIEVED BY FlUMG W74 APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DRY DENSITY, 12' ALL FILL SHALL BE PLACED IN UNIFORM LIFTS, THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE, 13, ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORJEORTAL TO I VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECUNCAL ENGINEER, 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN, ALL MATERIALS COLLECTED DURING CLEANING OPERADONS SHALL BE MORTISES OF OFF-STTE BY THE GENERAL CONTRACTOR, 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR, 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR *TH LOCAL UTILITY COMPANY, TELEPHONE COMPAY, A ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION, EQjjN12ARQN__LAv_ATl0N ANQ_RA__Qi0_L_LN_0_LE_l,� 1, ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO I VERTICAL,., 2, ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF PONMNO WATER. DEWATERWC FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION Of' SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM 01557. 3, CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL, IF INADEQUATE READING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOK. SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION, CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION, ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERW SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FfLUNG, BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2 MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS, 5 ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LEFTS BEFORE COMPACTION, EACH UFT SHALL BE WETTED W REQUIRED AND COMPACTED TO NOT LESS THAN 95% Of THE MODIFIED PROCTOR MAXIMUM DRY DENSI FOR SOIL IN ACCORDANCE WITH ASTM D1557, 6, NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HAS PRIOR TO BACK FILLING T. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER, THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER, FINISH GRADE Of CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECW�ED ELEVATIONS WHERE REQUIRED. B. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL, SHkL BE COVERED WITH GEO7FXrkE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY *CONSTRUCTION MATERIAL 1-800-239-380" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS, THE GEOTEXPLE FABRIC SHALL BE BLACK IN COLOR 10 CONTROL THE RECURRENCE OF VEGETA71VE GROWTH AND EXTEND 10 WITHIN I FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER, ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4' DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED, LE, FOOT TYPE No. 57 FOR FENCED COMPOUND: FDOT 'TYPE No. 67 FOR ACCESS DRIVE AREA, 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE, PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN I VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE, 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERAA_ SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORE TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR To REUSE, FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. QaNLRfTL_MAS RY OTE 1, ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACi 530-05, 2, CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNI CONFORMING TO ASTM CDC, GRADE N-1, (r'M-1,500 PS), MEDIUM WEIGHT (115 PCF)L sn mm US WEST WADSWORTH DN29=625/0 �wmlum COBO= M EXCLUSIVE USE BY THE TITLE CLIENT, ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. Sprint* W AM UN A PREPAM W. A EBI Consul6ng A 8-n-ww I env-dm � d- dkwte 21 B Sh"t I BuARglon, MA 01803 Tek 781,2712500 1 Fax: 781,273,3311 wwwe 1be1gQom a . in E —T ...... T— _E X C y Z SURFACE ELEVATION ZONING BOUNDARY UNE SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE FIBER ROUTE TELCO ROUTE ELECTRICAL ROUTE FENCE mmmum AGE. ABOVE GRADE LEVEt, STS BASE TRANSCEIVER STATION (E) EXISTWG (P) PROPOSED MIN, MINIMUM MAX, MAXWUM kts, NOT TO SCALE REF REFERENCE RF RADIO FREQUENCY T,BD, TO BE DETERMINED T TO BE RESOLVED TYP, TYP§CAL RED REQUIRED FOR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE Moe MASTER GROUND BUS EC EQUIPMENT GROUND DOW RARE COPPER WIRE GEN GENERATOR IGR INTERIOR GROUND RING (HALO) RISE RADIO BASE STATION ffe Nww. US WEST WADSWORTH DN29XC625/877040 3M WAOSINOM BLVD WWAT FNW co mw n NM, TH�S IS NOT A SURVEY 1, SITE PLAN IS BASED ON AS-BUILT PLANS PROVIDED BY GENERAL DYNAMICS. ALL INFORMATION SHOWN IS APPROXIMATE ONLY AND SUBJECT TO ANY (E) FIELD CONDITIONS, A OR 2, PLOT PLAN IS NOT THE RESULT OF' A SURVEY, IT IS BASED ON (E) PARCEL MAPS AVAILABLE FROM THE TOWN CIS DATABASE ! AND/OR AERIAL, PHOTOS. ALL INFORMATION SHKr IME' SHOWN IS APPROXiMATE ONLY AND SUBJECT OVER ALL TO ANY CONDITION THAT A SURVEY MAY ii SITE PLAN REVEAL. NOTE� SELECTION IS OEPENDENT ON TYPE OF PLAN (ZONING OR NOT) Sprint V1$10N PROPOSED SPROIT PANEL ANTENNA CrTP. OF t PER SECTOR, TOTAL OF 2) q, OF PROPOSED AT&T E! 4Wt A.G.L q� OF PROPOSE.! Al�,�T EL, 34'± kGl* ON NEW "a wow (TYP. OF 2 PER SECTOR, TOTAL OF 4) PROPOSED SNORT On-/ PROPOSED SPRINT NYORMFUN ROUTE J OF I PER SECTOR. TOTAL OF 2) affi��� 7w9;--- M I NVIVA R 4M' -0 0 1 r-cr *-W MA INITA PROPOSED SPRINT PAWL wmw4K (TYP. Of I PER SECTOR. TOTAL OF 2) I 7AM S:1 INTERIM ANTENNA PLAN 3 NO m No m a 5 et MIL 4EBI Consulting wlvvmmwu i e,*w"N I dw dkpwA 21 B Stest I Sudir0m, MA, 01803 Tel: 781,273,25M 1 Fax: 781273.3311 abtonsub)q,=n SITE mm STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL MOUNTS, US WEST WADSWORTH DN29XC625 877040 INTERIM ANTENNA PLAN 3 NO m No m a NORTH TOWER ELEVATION @ fr- 4 0 t W 16. 3Z SOU I/IK $ED SPRINT R*U*$ .v R" MOUNT OF 2 PER SECTOR. OF 4) lam=mg> ..:r..Ij am rl-km-Ml L7 PROPOSED SPRO(t PANEL ANTVM (TYP. OF I PER SECTOR, TOTAL Of 2) MIL STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL MOUNTS, ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF w KOM HYBRID ARM NEW ANTENNAS, NEW RRHs. & NEW CABINETS/TEMPO RARY SEC" RRN MODEL FREQUENCY CAM CAM imm sm (00 UENOTH Rer UDw" (Fr. ) RIET CAM MANUFACTURER REr CABLE MODEL mumem PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. Oft) LOOM DIAME11m (Ft.) NQMI APHA RRH-P4/RRH-C2 1900/800 105 im* 1/2 6 9.8 SAMSUNG TYPE 2 (E) ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. BETA RRH-P4/RRH-C2 19W/WD 105• toa* 1/2 6 9.8 SAMSUNG r?PE 2 NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHs WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. FIELD VERIFY (E) AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED, PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. SECTOR ANTEW ~A" E R ANTENNA MODEL ANTOW ANTONIA FREOUENCf AMrQM QUARM AZAARN 00 CENTER (AA4 0 CUXT. XT 850 MEM TLT 0014 /19w ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD ET-X-TS-70-15-6 CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION ALPHA Xmw 2-19-M-RD 11 A*X718** 1900/ 800 1 1w -x/- x 0' OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, (E) TOWER AND TOWER FOUNDATION MUST BE ANALYZED BUA Kmw ET-X-TS-70-15-6 2-18-IR -RD 1 tawl 8** 1900/aco I 2W 48*-0' -T/-,T 0' BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS, REFER TO STRUCTURAL GAMUA ANALYSIS BY OTHERS, CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. NORTH TOWER ELEVATION @ fr- 4 0 t W 16. 3Z SOU I/IK $ED SPRINT R*U*$ .v R" MOUNT OF 2 PER SECTOR. OF 4) lam=mg> ..:r..Ij am rl-km-Ml L7 PROPOSED SPRO(t PANEL ANTVM (TYP. OF I PER SECTOR, TOTAL Of 2) S66M BLOCK FOR ODA GPS SURGE ARRESTOR MINIMUM OF 75'S OR 270' IN ANY DIRECTtON `"" n �_ GPS TENNA' _.._' - -. -• AAI MODEL NO: HR 1, THE CPS NA MOUNT IS ED TO F TO A ✓ .,�,.,�'� ......... CPS STANDARD 1 0, SON. 4D GALVANIZED OR STAINLESS e PIPE THE PIPE MUST NOT BE THREADED AT THE AN R. VISIO P' t a I r° WS- TW- -26NCM t MOUNT END. 9 U .. i CPS MOUNT_" ., .� i } k� 1 nsm { .�-' ti ( € !__...,..,,, _.,.. ...,. _.. __.._., ,_..,,....: ,„...�_..�„„. ,.„._.... �,..; ANTENNA MOUNT ,tp :. ATTACHED TO t 0 PIPE f g <'t 2. THE 5 8E OUT T97 THE RED LENGTH C OF 1\ HAM OR „?' 4, s ROTARY PIPE O TO ASSURE A � SM AND A '� OUT NOT 8E THE OUT PIPE END GENERAL CIYNeOI l w «w� UFO �av «��s MUDROOM ` z ek BATTERY #1 BATTERY �` A SAWS SHALL BE ED &9 & , INN {� 1 € GQMSEAL dent bi! I r , ....MAR1dER: RC7XTEC m aea bEt t ffi t.I RRH GAMMA AC GROUND .� '......,.. + 1 STAIN OF GALV. PIPE PIPE ...�,.� 2. IT IS CAL THAT THE GPS IS MOUNTED SUCH THAT Ti IS #N Z DEG OF THE E OF - OBSTRUCTIONS THE IS 2` OF # - - P/N: COMSEAL 16/46 RRH BETA POR LAYOUT DETAIL RRH ALPHA BELOW + MUST BE BELOW 1s 3. NOT SWEEP TEST On ANTENNA ENLARGED TO SHOW NOTES 4. ATTACH GPS MOUNTING PIPE TO NEW MMBS-RBU USING (4) 4 rx; , Mx15MM SS BOLTS AND (R) 1" PIPE STRAPS, GPS TO BE UDA OR BH CABLE CABLE r MUDROOM DETAIL GPS- ._ _ MOUNTED A M #N. OF 2'-O' MUSS-SBU CABINET, MUSS— . ; W ENLARGED TO SHOW NOTES ....,.._..... . ......,_.,..,.�e ............... nd.�...._.�.,. .....;....,.�._.... /f'' L .._ ..,,.._„_, ------ .,a.,_.. I T I..,. NEW MMES �IXRI� UN IT PIPE iE iRY« \iiR REQ -BBU NEW MMBS -BBU SG+i E NI.T.S. PRERARED W CABINET CABINET A -4 t E , " . l ; 2" LB HOUSING INTO MUDROOM � t PER RRH E I 2" HEAVY WALL 2" SEAL, TITE STRAIGHT« c COUPLING 9 0 a i t i 2 7/8" OD MOUNTING PIPE TECHNOLOGY REQUIREMENTS 218�I&uiln8kul MA 01003 Tel: 789.273 28DD I P . �� a y � x 78 1 .273.3341 I MUDROOM { -__., CONNECTOR ipn�, ; , Ioonsu . WWW OD .�IT« 2" SEAT. TITE FLEXIBLE CONDUIT TO NEW , EQUIPMENT `I NEW SAMSUNG .. MOUNTNNt r „ BRACKET AND HARDWARE �I � „ t1 i l it MOUNTING BRAC stE ,S WEST WADSW . 2" SEAL TITE STRAIGHT ca E f C? i t i € AND HARDWARE CONNECTOR i 1 t I DN 9XC6 5/877040 T% t 2 ° LIQUID TIGHT CONDUIT c I.� a ,I � 51NOt11! FOR HYBRID CABLE P/N t I? E: Ita � C1 w � I /�q L+i✓ NIIi+IT $0033 ?8436 E ....,.._# -. ,, ...,.__...,.. _.......,_,.,. ..S_�P ,.,_. " 2 HEAVY WALL CONDUIT „n.. EQUIPMENT t t s ..,,_,,,,,.,, t w I s ` S SUBIITTAI. S PAD COUPLING i' EQUIPMENT PAD i h N0. DAM DESCR#rm" BY SCH 80 PVC FROM ..__,_ �I E zz r i t j I Q 02/14/13 BOX ClFR REAR VIEW TELCO BOX INTO MUDROOM �j SIDE VIEW !IM_._....° :# .._....._..,..'� '`" 1 03/21/13 100% DRAFT DfR 2 "' HEAVY WALL CONDUIT - :' -2 7/8" OD _'`... _2 7/8. OD z k#/D3/13 100% FINAL DF#t cI� MOUNTING PIPE MOUNTING PIPE TOE' VIEW LEFT SIDE VEW FRONT VIEW HYBRID AND TELCO LINE SUPPORT DI TAIL T N.T.S. RRH POLE INSTALLATION DETAIL T A -4 N.T.S. A--+ RECTIFIER RF- NTENNA F 4 1 4 3/4 8 1 9 ^ POLE v POLE MOUNTING BRACKET il BRACKET X I } I1 UADU . =i r ... .. „ T I T; } t tE 4t pp " I t ,• t ? { t # s I a t , l Ya p i tt t, ! c .I''i;:l ,, ; kk. ''. ! li w Gik.J %.1S'.x. a. _ 7 t. "Y. f ..: "'s., O V 8 ) ' "� T' E OPTIC � T 4 k l i PLANE WASHER , 1 \ '4 "1 3 t �...... M12 SPRING WASHER }'• ! 1 \A o j"g61 ► 4 #.. €i .E 5) CPRI CABLE( v t f ," 1 t 5 p 1 FI ` 6tV I I :I 1prlG It # ; I ANT OF '• C'. I, .l ANT 1 s s ,.. MT HEX NUT" `w, , 0 TOP VIEW BOTTOM VIEW GROUND NDH— .. _ 6) RET "!4 + FOR WALL MOUNTING w �' CABLE .,_., .xau,. ,i 4) POWER GABtE �) t t .,...,� t . i E i E { P? € ! E tt € f � 1 € ( k t t , 1 s II ° FGND 3 6 E it Ei i� E I MOUNTING V Ct i IE 3 �1 r5 , PLEASE REFER TO MMBS ,,. � ' INFORMATI t C5 SPECIFICATION t....�_... MAY 2012 FOR D,PPTX .. ......» 1 i TABS (TYP) ` "d�1I � t irk �'.�' =, � I THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYRIGHT OF E81 CONSULTING, INC. &FOR THE EXOLU$fNE USE BY THE TITLE CLIENT, ANY 1 "° ` FRONT VIEW SIDE VIEW `fl RRH-C2A M8 x 25L DUPL«OA OR USE WITHOUT R STR wRIrrEN�kNSENtk�TII�cREATkR9ssTRa PROH #SUED. gq µW JOB W. 8112182« 7) RF CABLE 3 RRH -P4 GROUND _ 1° 1 3/4" ° "t It iE! E ' E[;� it " ; I �.. HEX BOL M8 SPRING �. CABLE FEEDER LINE GROUND CABLE (GROUND KIT/7/8 IN FEEDER i LINE OR MORE) ~-- OPTIC PORT k' ANTENNA PARTS #s j € I E Es s' (� it} ' 1'Eti {t WASHER I1 " I M8 PLANE tl WASHER TOLL. MGB .. TGB " POWER PORT E 1 sI .. RRH -C2A EQUIPMENT DETAILS 1) MOB GROUND CABLE 2) TGB GROUND CABLE 3 [. TGB AND GROUND KIT ARE USED IN CASE _I. „ , ,,E ,t RET PORE GROUND - r..,.,..> R, nt Y TT r_o FRONT VIEW SIDE VIEW # MOUNTING 1 ,, BRACKET at NO: OF THE 7/8 IN. FEEDER LINE OR MORE BOTTOM VIEW t TOP SLOT "1900 MHz RRH -P'4 � OR - SAMSUNG MMBS WIRING DIAGRAM 4 MECHANICAL SPECIFICATIONS � 800 MHz RRH -C2A � RR H 800 MHz RRH 2ND GEN P OLE MOUNT 7 ,, N, .S. A-4 "• 5t"Att: N..S. A-4 T sY' �. A N, .S. A-4 DA I03/13 2 ANCHOR BOLf, ct HOLT (TYP) NEW NEW BBU MMBS CABINET CABINET i/,.' a j 4" z r . Md ANCHOR BOLT _J HOLT (TYP) AC INPUT T �APACITY CIRCUIT BREAKER . .... ..... LJ BATTERY BREAKER #4 BATTERY BREAKER #3k__ BATTERY BREAKER #2 (12NDT190) AGM TYPE (VRLA) BATTERY BREAKER #1- AND BATTERY CABLE TERMINAL—— I • MAX 0480VC , BATTERY GROUND BAR CABLE ENTRANCE——— Fj 6" ANCHOR WLT HOLE (Typ) M h4MBS EQUIPMEa.AEIGHT 553 LBS . . U SHELF =85W/ �(4)DU =HELF u o1w m 0-0 WWI a " 21. 0 s 1 lk L J ...... .... . . T . .....,.. L 8Q'_Q - EQUIP - M - EN- T �APACITY NARADA 190AH (12NDT190) AGM TYPE (VRLA) 220VAC, 3.5AMP TYP. 14.4AMP STARTING I • MAX 0480VC a " 21. 0 s 1 lk L J ...... .... . . T . .....,.. L 8Q'_Q - EQUIP - M - EN- T EX�STING HAND-/ H0LE/CUM8WG PEGS EMSTiNG EkSTING MONOPOLE MONOPOLE I RING MOUNT w Gt PLAN ewWVX�ul 1-4 a OR SCHEDULE 40 MONOPOLE RING MOUNT MANUF:t KMW PART NM. UNRM (OR EOUAL) (SEE NOTE 4) PROPOSED WE E RAW W-4m (ryp. OF 2 2 'of r-PROPOSED PtPE MOUNTED REMOW RAW HEADS PROPOSED r STJ OF 2) VXMOW PART LENGTH 718' WW . PROPOSED MONOPOLE 0WADW PAW N04 UAL) PROPOSED 2-7/$ O.M SO4EXU 40 PFE (M) t•ISED r STANDOFF W . OF 2) MAXPARt NO- MMOI EX�STING HAND-/ H0LE/CUM8WG PEGS EMSTiNG EkSTING MONOPOLE MONOPOLE I RING MOUNT w Gt PLAN 2 A-0 - S.L. 11 �NNA 6: LA ANTENNA GROUND BAR =. Em MANUF:t KMW MODEL; V-X-TS-70-15-62-18--IR-RD LENGTH 718' VOOTH: Its DEPTH 5,9* WEIGHT: 4L lbs AREA; 6,O SF S 2 A-0 - S.L. 11 �NNA 6: LA ANTENNA GROUND BAR =. Em ffw•� Sprint* VISION A S U N IE it I 2' SPACE ANTENNA END Y. FROM RRU OF JUMPER 2* SPACE BETWEEN ummmmmim sat vorlm CABLE CODE & BETWEEN HYBRID 2' TAPE 2ND MIMI IST FREQUENCY RING FREQUENCY t SPACE RE NO CABLE NO CODE COLOR CODE 2* TAPE, 2" TAPE 2 . TAPE CABLE COLOR 2" TAPE, 2* TAPE RRU & END FROM ANTENNA OF JUMPER 1ST RING I* SPACE 2ND RING I* SPACE 3RD RING CODE & SST RING 2ND RING 2* SPACE FROM END 550 Us. @ i' SPACE 2' TAPE RING 2ND I' SPACE 2' TAPE RING 2ND US WEST WADSWORTH HYBRID sErwEEN (IF APPLICABLE BETWEEN (IF APPLICABLE FREQUENCY FREQUENCY FREQUENCY OF BREAK -OUT 2' TAPE RING BETWEEN RING (IF APPLICABLE BETWEEN RING (IF APP LICABLE CDLCR_QGDE RINGS PER SECI(�N) .' RINFS 1ST RING RINGS PER SECTOR) RINDS PER SECTOR) DN29XC625/877040 (4) PAN COPPER man L V 1'11 V 3M WADSWOM WD WWAT MIXF OD MW I ==K=K=MMMMMM mummmmmmm ffw•� Sprint* VISION A S U N IE it I To RRU � y S y Emm (4) PAR COPPER TO RRU .1� I/ I N i�RF -3) NO SPACE-' BETWEEN CABLE FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAILS) (TYP,) 2' SPACE 2' TAPE 2' TAPE 2' TAPE BETWEEN HYBRID CABLE COLOR 2" TAPE 2* TAPE SST RING I SPACE 2 NO RING I' SPACE 3RD RING CODE & I ST RING 2N0 RING HYBRID BETWEEN (IF APPLICABLE BETWEEN (If APPLICABLE FREQUENCY FREQUENCY FREQUENCY COLOR CODE RINGS , PER SECTOR) , RINGS , PER SECTOR) , COLOR CODE , COLOR CODE I COLOR CODE NO SPACE-` HYBRID COLOR CODE J BETWEEN CABLE TAPE (SEE TABLE FREQUENCY COLOR CODE TAPE FOR DETAILS) (TYP.) (SEE TABLE FOR DETAILS) (TYP,) HYBRID COLOR CODE HYBRID TAPE (SEE TABLE CABLE FOR DETAILS) (TYP,) WRAP TAPE AROUND CABLE (3) TIMES MIN, (TYP.) 2' SPACE FROM END I SPACE 2' TAPE RING 2ND I' SPACE 2" TAPE RING 2ND OF BREAK-OUT 2* TAPE RING BETWEEN RING (IF APPLICABLE BETWEEN RING (IF APPLICABLE CYLINDER SST WNG RINGS PER SECTOR) RINGS PER SECTOR) m 2" SPACE BETWEEN 2' TAPE 2ND 2' TAPE 2ND CABLE CODE & RING FREQUENCY 1ST FREQUENCY FREQUENCY COLOR 2* TAPE 3RD COLOR CODE COLOR CODE CODE RING CABLE NO. I' SPACE 2' SPACE ANTENNA END Y. FROM RRU OF JUMPER 2* SPACE BETWEEN sat vorlm CABLE CODE & BETWEEN HYBRID 2' TAPE 2ND 2' TAPE 3RD FREQUENCY COLOR IST FREQUENCY RING FREQUENCY t SPACE RE NO CABLE NO CODE COLOR CODE 2* TAPE, 2" TAPE 2 . TAPE CABLE COLOR 2" TAPE, 2* TAPE RRU & END FROM ANTENNA OF JUMPER 1ST RING I* SPACE 2ND RING I* SPACE 3RD RING CODE & SST RING 2ND RING 2* SPACE FROM END 550 Us. @ i' SPACE 2' TAPE RING 2ND I' SPACE 2' TAPE RING 2ND US WEST WADSWORTH HYBRID sErwEEN (IF APPLICABLE BETWEEN (IF APPLICABLE FREQUENCY FREQUENCY FREQUENCY OF BREAK -OUT 2' TAPE RING BETWEEN RING (IF APPLICABLE BETWEEN RING (IF APP LICABLE CDLCR_QGDE RINGS PER SECI(�N) .' RINFS 1ST RING RINGS PER SECTOR) RINDS PER SECTOR) DN29XC625/877040 (4) PAN COPPER L V 1'11 V 3M WADSWOM WD WWAT MIXF OD MW I To RRU � y S y Emm (4) PAR COPPER TO RRU .1� I/ I N i�RF -3) NO SPACE-' BETWEEN CABLE FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAILS) (TYP,) 2' SPACE 2' TAPE 2' TAPE 2' TAPE BETWEEN HYBRID CABLE COLOR 2" TAPE 2* TAPE SST RING I SPACE 2 NO RING I' SPACE 3RD RING CODE & I ST RING 2N0 RING HYBRID BETWEEN (IF APPLICABLE BETWEEN (If APPLICABLE FREQUENCY FREQUENCY FREQUENCY COLOR CODE RINGS , PER SECTOR) , RINGS , PER SECTOR) , COLOR CODE , COLOR CODE I COLOR CODE NO SPACE-` HYBRID COLOR CODE J BETWEEN CABLE TAPE (SEE TABLE FREQUENCY COLOR CODE TAPE FOR DETAILS) (TYP.) (SEE TABLE FOR DETAILS) (TYP,) HYBRID COLOR CODE HYBRID TAPE (SEE TABLE CABLE FOR DETAILS) (TYP,) WRAP TAPE AROUND CABLE (3) TIMES MIN, (TYP.) 2' SPACE FROM END I SPACE 2' TAPE RING 2ND I' SPACE 2" TAPE RING 2ND OF BREAK-OUT 2* TAPE RING BETWEEN RING (IF APPLICABLE BETWEEN RING (IF APPLICABLE CYLINDER SST WNG RINGS PER SECTOR) RINGS PER SECTOR) m 2" SPACE BETWEEN 2' TAPE 2ND 2' TAPE 2ND CABLE CODE & RING FREQUENCY 1ST FREQUENCY FREQUENCY COLOR 2* TAPE 3RD COLOR CODE COLOR CODE CODE RING CABLE NO. I' SPACE ANTENNA END Y. FROM RRU OF JUMPER 2* SPACE BETWEEN CABLE CODE & 2" TAPE 2ND 2' TAPE 2ND 2' TAPE 3RD FREQUENCY COLOR IST FREQUENCY RING FREQUENCY t SPACE RE NO CABLE NO CODE COLOR CODE COLOR CODE RRU & END FROM ANTENNA OF JUMPER HYBRID CABLE COLOR SCHEME DETAIL 550 Us. @ SITE NUMBEW DN29XC625/87704 D MODEL N(L: Too wtaF VOLTAGE: 24OV/12,0 PHASE� I A/C: TED MAIN BREAKER: 200 AMP BUSS RATING� 200 AMP GROUND RAW TED MOUNT� SURFACE NEUTRAL BAR: YES ENCLOSURE TYPEi NEMA 3R N TO GROUND SOND� TBO PANEL SIATLS� (E) INTERNAL TVSS� TOO Nml OENEFAL CONTRACTOR TO CHECK REOWREMENTS WITH LOCAL POWER COMPANY & JURW=". ADORK)NAL SUB PAWL OFF THE PRO MAY BE REQUIRED TO FEED NEW NETWORK MSION EQUIPMEW AN ELECTRUL U)AD STUDY WAS NOT CONDUCTED THE EXWM EQUIPMWS ELECTRWAL WEAKERS SHALL BE REMOVED WHEN THE t . Lm 121.4m, Mm it ou. im sm oprint VISION f1Ni 21 Stmet I Btfffinglon, MA 018M TM: 7812712500 1 Fax; 781,273,3311 www aWoDnaftV,own US WEST WADSWORTH DN29XC625/877040 slmmmt.1: w• . .i.: ljj lxmm—�E st'-E'ucz" � I lti#lk' I ollj k &sit] Alkll ZUS d REVISED A,C POWER SERVICE FEEDER SCHEDULE NO, I FROM Is PPC/ ORCLIG 2PI00A BREAKER IN PRa'XW WARS EXISTING PPC PPC/ CIRCUIT 2P15A BREAKER IN PROPOSED BRIJ CABtNFT (D EXISTING PRO COMMENTS PROVIDE NEW CU:3-#2AWG, 1-#SG IN 1 PROVIDE NEW 3-110 AWG,CUI#100 IN 4 "C ONE T PROPOSED WARS 2. CONDOR. VEWFY REOWRED I (D I SEU CA I I CONDUCTORS WITH C.M, I fff*r.wn EXCLUMVE USE BY THE TOLE CLWNT ANY OUPU"TK)N OR USE YAT HOUT &kliii ELECTRICAL ONE-LINE DIAGRAM N iti LEFT DIN RAIL ,.._SERVICE UGHT 34U 32U 3OU 28U 26U 24U 22U 2ou 18U 16U 14U 12U IOU SO 6u 4U 2U ,(TQf2R Wt7H 2X FAN de FILTER Fm 9.1 PLATE pct - IST GROUP OF DO SPDS -2ND GROUP OF DO SPOs 9REAKERS ON z V f v r 8 66o G-) G" SUPPORT '�[ -, 1 _E IT FOR EISOU H3, 2---w 3RD GROUP OF GO SPDs RECTIFIERS- -- ffin 70 60 so 40 30 2 0 10 9990921m - — 7 -- 7 -- -- - . .. .. ... ... ... 966 MI-so BLOCK NEW HOLE m GROUND Bus BAR m 5 4 3 2 1 0 El Im m EXISTING TELCO OEMARC AT PPC PROPOSED EXISTING TELCO mmes—sau (SEE N07E 3) DEMARC MUD ROOM HYSR0 CABLE (HOFFMAN BOX) (SEE NOTE 2) SPECS 1. (SEE NOTE 1) 70 60 so 40 30 2 0 10 9990921m - — 7 -- 7 -- -- - . .. .. ... ... ... 966 MI-so BLOCK NEW HOLE m GROUND Bus BAR m 5 4 3 2 1 0 El Im m L 6 AMID L REFER TO HYSR0 CABLE SPECS 1. WNtMUM CABLE LENGTH BETWEEN THE DO AND BATTERY IS 70MM (2,75 ift) 2, MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in), WEATHER PROOFING SHALL LDC INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED, CARLING WITHIN THE MANUFACTURED 3, ROUTE DC CONDUCTORS IN COWUfTS TO PROPOSED MMBS INET 48VDC POWER DISTRIBUTION HYBRID CABLES PANEL TO AND FROM PROPOSED BBU CABINET. 4, -48 VOC CABLES BETWEEN PROPOSED MMOS CABINET & RRH'S ARE FACTORY ASSEMBLED AND EQUIPPED WITH ONE PRE - TERMINATED END, 5. ALL FIELD INSTALLED DO CARLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET INSULATED. DC POWER DIAGRAM N.TS. E-2 c imm Sprint VISION GENERAL DYNAMI S WlArt.SNR sell TRUE NORTH MACr. DECAK dv Y • No m ., -v — itlNI' �r i I O I i 111 111! 1111 Ill al a« TE mm US WEST WADSWO D * « « ! , plum Y e rr:. Y t ■ir °r t °a •a xa h 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE Or THE GROUNDING BAR AND BOLTED ON THE BACK SCE. INSTALL, BLACK HEAT—SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS, THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTdON, 6, NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION, PROVIDE AS REQUIRED, FINAL * Y { Y fr-cr 11r « im INNININ EXCLUSIVE USE BY THE ME CLIENT, ANY Will OR « ,Mrui Mull II V I I III UII a Y « EXOTHERMIC CONNECTION MECHANICAL CONNECTION ANTENNA GR OUND SAR M MASTER GROUND BAR FINAL * Y { Y fr-cr 11r « im INNININ EXCLUSIVE USE BY THE ME CLIENT, ANY Will OR « ,Mrui Mull II V I I III UII a Y « 0 mmmw*l 0 #10 AWC HYBRID CABLE INTERNAL—" #10 AWG HYBRID CABLE INTERNAL R EBI Consul6ng GRD WIRE TO BE TRIMMED GRD WIRE TO BE TRIMMED MGe DavKAL GROUND w IF APPLICABLE: TYPICAL GROUNDING TO FIT AND ATTACHED TO CPS BAR ¢ E ORD BAR 21 B Sbast I "*Von, MA 01803 FOR PROPOSED MW ANTENNAS FOR TO: 781,2712500 1 Fax, 781.273,3311 www,ebkmstoWVtvn ALL SECTORS (SEE PLAN & SCHEDULE DO FIBER 0 (E) #2 AWG c ---- G G PRINT FOR QUANTITY) c G ...... .... G G G G —1-- C - -------- c MIN ANT, 1, ALL GROUNDING CONNECTIONS SHALL BE MADE 81 EXOTHERMIC WELDS 8 3M WAD SWOM BLVD u I 8L SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY FIN, ALL c-, COAX JUMPER MATERIALS USED (MOLDS, WIELDING, METAL, TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SUBMITTALS EXISTING UPPER TOWER--' PROCEDURES. GROUND CONDUCTOR SHALL, HAVE A MINIMUM 24' SENDING GROUND BAR TO BE ATTACHED RADIUS, —IF APPLICABLE: TYPICAL 800 DIRECTLY TO TOWER W DAN DESORFMN I 2 ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE RRH FOR ALI. SECTORS (SEE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS — 0 02/14/13 9OX DRAFT DFR PLAN & S CHEDULE FOR 1 03/21/13 IOOX DRAFT DFR QUANTITY) ANTIOXIDANT COMPOUND APPLIED TO CONNECTION, 2 04/03/13 IOOX FINAL DFR C 0 mmmw*l 0 #10 AWC HYBRID CABLE INTERNAL—" #10 AWG HYBRID CABLE INTERNAL R EBI Consul6ng GRD WIRE TO BE TRIMMED GRD WIRE TO BE TRIMMED MGe DavKAL GROUND w 10 FIT AND ATTACHED TO TO FIT AND ATTACHED TO CPS BAR ¢ E ORD BAR 21 B Sbast I "*Von, MA 01803 TO: 781,2712500 1 Fax, 781.273,3311 www,ebkmstoWVtvn DO FIBER SITE MM (E) #2 AWG c ---- G G US WEST WADSWORTH G G 15 G ---- -------- G c G ...... .... G G G G —1-- C - -------- c DN29XC625/877040 1, ALL GROUNDING CONNECTIONS SHALL BE MADE 81 EXOTHERMIC WELDS EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL 3M WAD SWOM BLVD CABLE TO GROUND RODS, GROUND RODS SPICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY FIN, ALL WHEAT RIDGE, CO W= MATERIALS USED (MOLDS, WIELDING, METAL, TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SUBMITTALS EXISTING UPPER TOWER--' PROCEDURES. GROUND CONDUCTOR SHALL, HAVE A MINIMUM 24' SENDING GROUND BAR TO BE ATTACHED RADIUS, DIRECTLY TO TOWER W DAN DESORFMN BY 2 ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS — 0 02/14/13 9OX DRAFT DFR OF GALVTTE (WHITE) PAINT OR SILVERBROT, (ALUMINUM), 1 03/21/13 IOOX DRAFT DFR 3, ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION, 2 04/03/13 IOOX FINAL DFR ZZ is NMI #2 AWG ROUND - (E) LOWER TOWER G BAR I. CCfC/USA UTILIZES THE TOWER STRUCTURE STEIN FOR DISSIPATING THE z LIGHTING ENERGY. THE TOWER BUSS SAR FOR ANIENNA GROUNDING SHALL 5 BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL z D HARDWARE. AND.OR ANGLE ADAPTORS (E.G. PiROD/VALMONT - PART NO 0 0 167105 OR EQUIVALENT, WITHOUT *CHERRY' INSULATORS). THIS TYPE OF THIS DOCUMENT IS THE DESIGN PROPERTY AND x INSTALLATION SPECIFICALLY PRECLUDES THE USE OF INSULATORS BETWEEN COPYRIGHT OF SOL CONSULTING, INC. & FOR THE THE TOWER STRUCTURE AND THE BUSS BARS AND DOES NOT ALLOW ANY EXCLUSIVE USE BY THE TITLE CLIENT. ANY Z PROPOSED SOU DRILLING OR WELDING TO THE TOWER, DUMUCATION OR USE WITHOUT EXPRESS CABINET WRITTEN CONSENT OF THE CREATOR IS STRICTLY #2 AWC 2, (E) HOME RUN GROUND WIRES & CHERRY ISOLATORS TO BE REMOVED, PROHIBITED, —4- G -------- - - G 3. ALL (E) AND NEW TOWER GROUND BARS TO BE MECHANICALLY ATTACHED to as NO: TO TOWER. 4. REMOVE ALL EQUIPMENT AND ANTENNAS AND UTIUZE THEIR GROUDNC #2 AWG DESIGNATIONS FOR ALL PROPOSED EQUIPMENT, G G G C G G sNmr IMF- GROUNDING DETAILS (E) #2 AD GROUNDS TO (E)-- �-(E) #2 AD GROUNDS TO (E) GROUND RING GROUND RING SHM W, DFR A CHO= W. EXISTINGIPROPOSED GROUNDING RISER DIAGMM I TO E gau. E-* CAM 04/03/13 Rm.2 IND= EXOTHERMIC TYPE CONNECTION 0 COMPRESSION TYPE CONNECTION CGS AW90MIM COLLECTOR GROUND am MGe DavKAL GROUND w NMI #2 AWG ROUND - (E) LOWER TOWER G BAR I. CCfC/USA UTILIZES THE TOWER STRUCTURE STEIN FOR DISSIPATING THE z LIGHTING ENERGY. THE TOWER BUSS SAR FOR ANIENNA GROUNDING SHALL 5 BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL z D HARDWARE. AND.OR ANGLE ADAPTORS (E.G. PiROD/VALMONT - PART NO 0 0 167105 OR EQUIVALENT, WITHOUT *CHERRY' INSULATORS). THIS TYPE OF THIS DOCUMENT IS THE DESIGN PROPERTY AND x INSTALLATION SPECIFICALLY PRECLUDES THE USE OF INSULATORS BETWEEN COPYRIGHT OF SOL CONSULTING, INC. & FOR THE THE TOWER STRUCTURE AND THE BUSS BARS AND DOES NOT ALLOW ANY EXCLUSIVE USE BY THE TITLE CLIENT. ANY Z PROPOSED SOU DRILLING OR WELDING TO THE TOWER, DUMUCATION OR USE WITHOUT EXPRESS CABINET WRITTEN CONSENT OF THE CREATOR IS STRICTLY #2 AWC 2, (E) HOME RUN GROUND WIRES & CHERRY ISOLATORS TO BE REMOVED, PROHIBITED, —4- G -------- - - G 3. ALL (E) AND NEW TOWER GROUND BARS TO BE MECHANICALLY ATTACHED to as NO: TO TOWER. 4. REMOVE ALL EQUIPMENT AND ANTENNAS AND UTIUZE THEIR GROUDNC #2 AWG DESIGNATIONS FOR ALL PROPOSED EQUIPMENT, G G G C G G sNmr IMF- GROUNDING DETAILS (E) #2 AD GROUNDS TO (E)-- �-(E) #2 AD GROUNDS TO (E) GROUND RING GROUND RING SHM W, DFR A CHO= W. EXISTINGIPROPOSED GROUNDING RISER DIAGMM I TO E gau. E-* CAM 04/03/13 Rm.2 haM I DO NOT #WALL CABLE GROUND KIT AT A SEND AND ALWAYS DIRECT GROUND WIRE DOWN 70 ANTENNA GROUND BAR 2. WEATHERPROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURM) RRH TO ANTENNAS / --TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 & 1900 . I mm ANTENNA CABLE TO SHELTER (TYP) AWG ♦ NI 141rIr11A WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE I & 2)_ N=; 1, 00 NOT INSTALL CAMS GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND OAR. 2. GROUND04G KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH T00-HOLE LUG. 3 WEATHER PROOFING SHALL INCORPORATE PPC WFATHEWROOF04 TAPE KIT COLD SHRINK SHALL NOT BE USED. TYP. COAX GROUNDING TO ANTENNA GROUND BAR I ( # E-5 CABLE GROUNDING[ 2 ScAm- NITS. #8435 MMBS CABINET #2 GREEN cl G c, TWO-HOLE LUG, BOLTED TO- " l__-_+_-__ 0 0 (E) GROUND RING ... f2 TINNED lIC RING N 0 0 IJ Mrl'j CABINET GROUND SCHEMATIC 1 7 §Kr_ MY _S I�E)_ -A _T - 00 1, PROVIDE NO-OX CREW AT CONTACT SURFACE BETWEEN BOLTS & HARDWARE, c 0 0 0 0 0 LUG AND GROUND BAR MEL& TYP. EXOTHERMIC WELD CONNECTIONS 1 5 N §5a- W.—Ts. k E-5 j 0 2 RGS A/C CONDUIT W LJ I U C, A 2 LIQUID TIGHT 2' RGS DC CONDUIT TO PROPOSED- #8435 MMBS CABINET #2 GREEN cl G c, TWO-HOLE LUG, BOLTED TO- " l__-_+_-__ 0 0 (E) GROUND RING ... f2 TINNED lIC RING N 0 0 E. F'MIC CABINET GROUND SCHEMATIC 1 7 §Kr_ MY _S I�E)_ NMI I . DIAGRAMMATIC LAYOUT ONLY. MAY VARY. mim - , samnswilm. Wwallmm�. ; m WIN i 7s RRH GROUNDS STRANDED CU WIRE WffH GREEN, 6GOV, THHN/THWN INSULATION, SIZE AS SPECIFIED lasomlim EXTERNAL TOOTHE, 3/8-Oxi - 1/2' S/S NUT S/S LOCK WASHER HEAT SHRINK THINNED COPPER S/S FLAT WASHER CROUNMNG BAR S/S BOLT (I Of' 2) TINNED GROUND FROM ANTENNA/RRH JNTING PIPE HYBRID CABLE GROUND LEAD / (E) 4'x12"*1/4' THK,, TINNED GROUND BAR & Sprint VISION Em MR U N iiiii SITE No* US WEST WADSWORT�', 0IN29=6255/877040 3M WADSWORM BLVD WWAT MOCL CO MW n STRANDED CU WIRE WITH GREEN,-, i 11 00 0 0 0 0 0 0 TWO-HOLE LUG, BOLTED TO- " l__-_+_-__ 0 0 0 0 0 0 GROUND BAR USING 3/8 -16 x 1 1/ STAINLESS STEEL HEX HEAD 100 I U=l - 00 1, PROVIDE NO-OX CREW AT CONTACT SURFACE BETWEEN BOLTS & HARDWARE, c 0 0 0 0 0 LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE 0 0 t PROVIDE NO-OX GREASE AT CONTACT 0 0 TO OR RING. Sprint VISION Em MR U N iiiii SITE No* US WEST WADSWORT�', 0IN29=6255/877040 3M WADSWORM BLVD WWAT MOCL CO MW n STRANDED CU WIRE WITH GREEN,-, U=l 6OW, THHN/ THWN INSULATION. SQE t PROVIDE NO-OX GREASE AT CONTACT AS SPECIFIED SURFACE BETWEEN LUG AND GROUND BAR 2, GROUND SARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC GROUND BAR ON WALL,— FLOOR OR ON GROUND LEADS TO EACH SECTOR GROUND COAX CABLE GROUND LEADS CONNE-CTIOW &Owl O ANTENNA TOWER BAR 4 4,C) 111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 jonnnO000000001"D000r) O�""''-)(-)O0000 c , . - �0000000,-�-,(.,� i lo d o o o o o o o 0 0 0 0 0 0 "-TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8*-16 x I 1/4STA#NLESS (E) GROUND W &.. ° ` STEEL HEX HEAD BOLTS AND HARDWARE, CONNECTIONS EXOTHERMIC WELD WITH #2 AWG SOLID TINNED WE CU WIRE OR STRANDED CU WIRE O WITH GREEN. WGV, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MCS l irell dLel"Aft a-1-11ME-laa LIZA. W, k !fir 104102 • ii Permit ;20120790 Issued: 10/29/2012 Stipulations: Installation of 2 Pre-Fab Walls, Electrical & Re-locate 1 Existing Air Supply. 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: 3900 Wadsworth BLVD Parcel No: 39-234-04-020 Owner: SAFEAAY 6900 S YOSEMITE ST CENTENNIAL CO 80112 Contractor: Bobby Pickard PO BOX 7968 AMARILLO TX 79114-7968 OEM• city of C '0MMUNITY DEVELOPMENT PrOP41—tY Al"',t4M -� ( ' Propi Owrwt (please print) M44149 AddM$$: fit different than property address) Addrew u il I Squares BTU's Gallons Amps Sq Ft, ___ of fOHNER) ((70NI Review Fee (due at thiv of submittall: - 0XVINERICONTRACTOR SIC'NATURE OF UNDERSTANDING AND ACY'RVEMENT I hereby ocniA that tire setback distancespaqxvcil by this jwnnit application are accuratic and do not violate applicable ordinances, TvIes or rcgu6ions of thc City of'Wh"at Ridge or covcnants, catsernews air tTictions of record, that all mcasurcatents shown and allegations ma dc are accuratc that I have rcaid and agwv o"t abide, by afl conditiial prinwd ca this arlification avid that I assunic M1 rcsisonsibilit filr comphance with appi City of Wtamt Rid� codes and ordirrances for work under any Itertnit issucid hased on this appficah(vL that I am the legal om,'ner or hx% c fixen authorizetl by the legal owner offfic proix-sly to ticiiiirn) dic descriluxi Nvctrk and arn also authodsed dre legal ao atttit orally C1161y includcd oil this application lca list that colity coal this applicatiow CliVW: WOVTRACTOM) #_r of fOHNER) ((70NI ZME= ■ I w • • D Xj Q73 (D U) c rzr M) � j � x: , {}f / }« � }\ \� � � _ �\ \�� �: «\ƒ > }\ ® }a � }\ / \ � :. � � \�\ � � � � }�� � � \�: � � �� �\ { , ^ � K ^ \ \ $� % 9 ( { f a / ) \ � { } i \ z,! \\ � \�\ � � � � }�� � � \�: � � �� �\ { , ^ � K ^ \ \ \�. t" I > T I I Him w w m I a I tV � / } � \ / / / \ \ \ %§ �\ % � @)7 A }x \:4 � }\ $ }¥ " }/ \ }/ ' :m }\ }\ (� 1z � \ \� � . � �� 1 • • • s x m m j 00 m m OVERLAY SAFEWAY STORE 05-1479 FIXTURE PLAN WHEATRIDGE, CO 06/27/12 3900 WADSWORTH BLVD �; x .�..� CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110602 Issued: 10/31/11 Stipulations: Add Restroom /Consulting /Waiting Rooms in Safeway Pharmacy. 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: 3900 WADSWORTH BLVD Parcel Number: 39- 234 -04 -020 Owner: Safeway Inc 6900 S. Yosemite Centennial CO 80012 Contractor: Bobby Pickard Pioneer General Contractors PO Box 7968 Amarillo, TX 79114 For the Following Purpose: Commercial Remodel Code ditions NO change shall be made in the USE of 06 ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 11/03/11 10:02:57 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 110602 mmackey PERMIT INFORMATION: Permit #: 110602 Address: 3900 WADSWORTH BLVD Permit Type: Commercial Remodel Parcel Cd: 39- 234 -04 -020 Permit Dt: 05/26/2011 OWNER: Safeway Inc Expires: 05/25/2012 Address: 6900 S. Yosemite City /St /Zip: Centennial CO 80012 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 0 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: WHEAT RIDGE MARKETPL Annex Dt: Right: 0.0 Cant Type: Brick Lot: Block No: 0 Back: 0.0 Legal: JOE DESCRIPTION: Add rest.../Consult/waiting rooms in Safeway Pharmacy FEES QTY DUE PAID: Permit Fee 100,000.00 1,132.05 1,132.05 Plan Review Fee .00 735.83 735.83 Total Valuation 100,000.00 .00 .00 Use Tax 100,000.00 1,800.00 1,800.00 ---- - - - - -- --- - - - - -- 3,667.88 3,667.88 CONTACTS: owner Safeway Inc 6900 S. Yosemite Centennial CO 80012 3038437554 go CL1 Pioneer General Contractors Bobby Pickard PO Box 7968 Amarillo, TX 79114 8066223100 sub CLS H2O PLUMBING & HEATING 15552 E. Fremont Or A -104 Centennial, CO 80112 7203441354 sub CL9 Westech Mechanical, Inc. Eric Nelson 4755 Fox Street Denver, CO 80216 3039860366 SUB CLA REI Electric, Inc. Edwin Haugen P.O. Box 1202 Springtown, TX 76082 8172206658 PARCEL INFORMATION: 10 Structure Type 102 20 Year Built 1996.00 30 Property Type COMMR PERMIT CONDITIONS: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 05/26/11 CREATED FROM APPL# 11 -0143 05/25/11 Given to KC for review. INSPECTION INFORMATION: #. TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 PUG:Plumbing Underground 02 -2185 07/07/11 no KC 07/08/11 07/08/11 COMPLETE 2 ERI:Electrical Rough Ins 11 -0121 07/08/11 no KC 07/11/11 07/11/11 COMPLETE 3 FRI:Framing Rough Insp. 02 -1350 07/08/11 no KC 07/11/11 07/11/11 COMPLETE 4 PRI:Plumbing Rough Insp. 02 -2185 07/11/11 no KC 07/12/11 07/12/11 COMPLETE 5 FFI:Final Frame Insp. 02 -1350 07/11/11 no KC 07/12/11 07/12/11 COMPLETE 11/03/11 10:02:57 City of Wheat Ridge Page 2 bp70l -ls PERMIT INFORMATION - 110602 ..ckey 6 DWS:Drywall screw /Rail 02 -1350 07/12/11 no KC 07/13/11 07/13/11 PARTIAL 7 DWS:Drywall screw /nail 07/12/11 no KC 07/12/11 07/12/11 PARTIAL 8 GPT:Gas Pressure Test 02 -2185 07/13/11 no KC 07/14/11 07/14/11 COMPLETE 9 MRI:Mechanical Rough Ins 01 -8745 07/14/11 no KC 07/15/11 07/15/11 COMPLETE 10 ERI:Electrical Rough Ins 11 -0121 07/18/11 no KC 07/19/11 07/19/11 COMPLETE 11 MRI:Mechanical Rough Ins 01 -8745 07/18/11 no KC 07/19/11 07/19/11 COMPLETE 12 DWS:Drywall screw /nail 02 -1350 07/19/11 no KC 07/20/11 07/20/11 COMPLETE 13 DWS:Drywall screw /nail 02 -1350 07/20/11 no KC 07/21/11 07/21/11 COMPLETE 14 BFI.:Building Final Insp 02 -1350 10/06/11 no KC 10/07/11 10/07/11 INCOMPLETE 15 MFI:Mechanical Final 01 -8745 10/13/11 no KC 10/14/11 10/14/11 COMPLETE 16 MFI:Mechanical Final 01 -8745 10/27/11 yes AC 10/28/11 17 EFI:Electrical Final Ins 11 -0121 10/28/11 no KC 10/31/11 10/31/11 COMPLETE 18 BFI:Building Final Insp 02 -1350 10/28/11 no KC 10/31/11 10/31/11 INCOMPLETE 19 BFI:Building Final Insp 02 -1350 11/01/11 no KC 11/02/11 11/02/11 COMPLETE 20 BFI:Building Final Insp 02 -1350 11/02/11 no KC 11/03/11 THE SHEFLIN GROUP A PROFESSIONAL STUDIO OF STRUCTURAL ENGINEERING July 19, 2011 Mr. Gary Harrison, NCARB Concepts West Architecture, Inc. 831 S. Nevada Ave., Suite 100 Colorado Springs, CO 80903 Re: Safeway Store No. 1479 3900 Wadsworth Blvd. Wheat Ridge, Colorado Pharmacy Renovation Dear Gary: Our office conducted a field observation on July 18, 2011, at the building site, to observe the installation of the new opening frame required for the new rooftop mechanical unit for the Pharmacy renovation. The completed work appeared to be in substantial conformance with the construction documents, SX -1 and SX -2, dated May 25, 2011. If you have any questions, please call us. Sincerely, THE SHEFLIN GROUP, INC. g yred' ^i RE r Charles E. McKelvey, P.E. 6638 W. OTTAWA AVENUE SUITE 230 LITTLETON, COLORADO 80128 VOICE 303 - 973 -0757 FAX 303- 973 -3250 e -mail asheflin @sheflingroup.com 10/31/2011 MON 14:44 FAX 0002/002 DILLMEIER ENTERPRISES FABRICATED GLASS PRODUCTS 2903 INDUSTRIAL PARK ROAD Van Buren, AR 72956 p n/ „ —.rt- >!0e'a 2 To Whom It May Concern, This letter is to state that all glass on purchase order 20000 -001 shipped to East Bay Fixture in Oakland, California is tempered glass. Dillmeier Enterprises tempered glass will meet or exceed 16 CFR 1201 II; ANSI 797,1 -2004; 1/4 U A SGCC 3913 specifications for tempered Glass. However, Dillmeier Enterprises, Inc. will only warranty the replacement of the glass. Regards, Phyllis Cooper Assistant Plant Manager UV PC:cs 10/31/2011 MON 14:43 FAX .._ __....._... 0001/00 a O 00 � O aV H � Lrl � lfj L `d .// O to !' a C7WrnO� v t-. O N N H Q C) C� CJ Cf o O ° n N N ob v Lzj cj N U Pw O O O xi Q] ��HJ QJ l c- H ti J O w as w .._ __....._... 0001/00 a O 00 � O biD (o� C j N H � Lrl � lfj L `d .// O to !' a C7WrnO� INSPECTION RECORD Occupancyrrype INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. h fi t Yll%+4� 11 of nw)_ Vh )(1r+I I OMI INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons ! Drywall Screw Stemwall / (CEG) Concrete Encased Ground I ee ; E - MA0AW, AF . >s � r Reinforcing or Monolithic Weatherproof / French Drain �✓ ,2 >✓ Sewer Service Lines Water Service Lines fee INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. YOUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) XG 7a' >a ,r,r Insulation Plumbing (Underground) ! Drywall Screw Heating (Underground) I ee ; E - MA0AW, AF . >s � r ❑n NnT Phi IR FI nnP I INTII ARnVF HAA RFFN SInNFn ROUGHS Sheathing XG 7a' >a ,r,r Insulation Lath / Wall tie _. ! Drywall Screw Mid -Roof I ee ; E - MA0AW, AF . >s � r Electrical Service Rough Electric �✓ ,2 >✓ Rough Plumbing Gas Piping fee INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Rough Mechanical P 6f » A4c- - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing 1 7/V 1 1 1 XG 7a' >a ,r,r Insulation Plumbing r ! Drywall Screw 7 d® ,r I ee ; E - MA0AW, AF . >s � FINALS Electrical Plumbing r ! Mechanical x �6 /+e n R`fi- Roof Building Final uPac �✓ ,2 >✓ Fire Department Department R.O.W & Drainage INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping * * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ❑ No one available for inspection: Time F PM _ Re- Inspection required: Yes L o ) When corrections have been made, call for re- inspection at 303- 2345933 f' Date: flii �f 1 Inspector: /C i ` F DO NOT REMOVE THIS NOTICE .r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ` (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type J� Job Address aV;1�Si1/D+ /�t F'it1 Permit Number 1d ic�G°2 P 1 CAI p A DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time AM/tl- Re- Inspection required: Yes *When corrections have been made, ca for re- inspection at 303 - 234 -5933 � Date: 11)# W 11 Inspector: j'� , I Ll DO NOT REMOVt THIS NOTICE .. r CITY OF WHEAT RIDGE " Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303)237 -8929 Fax INSPECTION NOTICE Inspection Type f ". Fl Job Address %tY J1��r!d��Yrra /r. t "7�ix Permit Number ❑ No one available for inspection: Time AM/tl- Re- Inspection required: Yes *When corrections have been made, ca for re- inspection at 303 - 234 -5933 � Date: 11)# W 11 Inspector: j'� , I Ll DO NOT REMOVt THIS NOTICE s t�RTGif�r I AG` ;r Ttr /f rinnr rirl o No one available for inspection: Time I PL M FPM DO NOT REMOVE THIS NOTICE ♦�� .. CITY OF WHEE A _ new nc UiuCnr Q11]f�F INSPEC Inspectlon Type Job Address Si ?M� ' Permit Number k t� ❑ No one available for inspection: Time Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 E Date: 71 1 71" Inspecto s DO NOT REMOVE THIS NOTICE CITY `.'. 111.7 lic VII 1. y.N! Job Addres Permit Numbe WAO,5 R 77f' 1.�, ai v F.; t . ❑ No one available for inspection: Time ' ` ' GI M 4 Re- Inspection required: Yes k *When corrections have been made, call for re- inspection at 303 - 234 - 5933 _Date: Inspector: R, DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time �!' M Re- Inspection required: Yes No *When corrections have been made, calf for re- inspection at 303 - 234 - 5933 Date: 11 Inspector: /° k CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) -2855 Office ' (303) 237 -8929 Fax INSPECTIONS NOTICE ,.:. . , . ,,..' .... Inspection Type ; k -!I e�5 Job Address Permit Number 1101,,02 t °' s��ltj � Li' ° PA,0 8kz Al .�'.',�'.: � e' ��✓8+� e Ei No one available for inspection: Time ;'e i alpm .�,.• r CITY OF WHEAT RIDGE Pohl Building Inspection Division (303) 234 -5933 Inspection line -� (303) 235 -2855 Office * (303) 237 -8929 Far INSPECTION NOTICE Inspection Type Job Address YF,`r Permit Number MaGv2 ❑ No one available for inspection: Time AO PM Re- Inspection required: Yes w 'When corrections have been made, call for re- inspection at 303 - 234 , 5933 Date: .... d Pr Inspector DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Py6 Job Address a5'9 glt. Permit Number _ //i9�0,2 a ❑ No one available for inspection: Time , A . PM�} Re- Inspection required: Yes 'When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: ,air Inspector: DO NOT REMOVE THIS NOTICE - r� City of Wheat Ridge Commercial Remodel PERMIT - 110602 PERMIT NO: 110602 ISSUED: 05/26/2011 JOB ADDRESS: 3900 WADSWORTH BLVD EXPIRES: 05/25/2012 DESCRIPTION: Add restroom/ consult /waiting rooms in Safeway Pharmacy * ** CONTACTS * ** owner 303/843 -7554 go 806/622 -3100 sub 720/344 -1354 sub 303/986 -0366 .SUB 817/220 -8658 Safeway Inc Bobby Pickard 02 -1350 Pioneer General Contractors 02 -2185 H2O PLUMBING & HEATING Eric Nelson 01 -8745 Westech Mechanical, Inc. Edwin Haugen 11 -0121 REI Electric, Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0353 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Permit Fee 1,132.05 Plan Review Fee 735.83 Total Valuation .00 Use Tax 1,800.00 ** TOTAL ** 3,667.88 Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. 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 have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the rk r'bed and approved in conjunction with this permit. I further attest that I am legally authorized to include all ent 'es na within this document as parties to the work to be performed and that all work to be performed is disclosed in is um and /or its' accompanyrn approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle cue) uate 1. This permit was issued bas 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 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 pp ble code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspec Signature of Chief#uilcUng Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheats 'ge COMMUNITY DEVELOPMENT' Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Date: 05 1 2-5I l l Plan# / — 0[4�) Permit # � 10602 Office: 303- 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234.5933 ✓� q Building Permit Application Projerty Address_; cJ l�y �y3 �5� y Property Owner (please print): C_ Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Conf "ractor: �"Y1 g-e �N Contractors City License #: / ✓ir kv 7/w :t Phone: X03 y7Z /Z y oun _voniraccorss Electrical f1�� Plumbing: j, Mechanical r) City License # City License # City License # bes'crlDtlon`of work= �jj✓J !2 z >T�� /GuNS�f � /G✓QL >"� ky 7'a/Jn? S 1 Contract i '7 $ /000 r7G) Review Fee (due at time of submittaq: `a Squares BTU's Gallons Amps Sq Ft OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT j I hereby certify that the setback distances proposed by this permit application we 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 perforru the described work and am also authorized by the legal owner of any entity included on this aunlication to list that entity on this application. CIRCLE ONE: (OWNpE�R)j ((CO{� /N//7�RA TO! i ' (AUTHO ZED E NTAT E) of (OWNER) (CONTRACTOR) PRINT NAME: - <G °- - (/' SIGNATURE: DATE: 7 r!o`revie'wrequ'ved`` Bldg Valuation $ /�r�` /� # y r. INSPEC 'INSPECT u e r, POUR NOG( CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) I v ::'" ' y LION RECORD Occupancy /Type )N LINE: (303) 234 -5933 finless this card is posted on the building site inspection the following business day. . )� F -1 "Pis �. INSPECTOR MUST SIGN ALL SPACES PERTAINING -TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR ,INITIALS COMMENTS: Footings /Caissons> Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain to Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CRETE UNTIL ABOVE HAS BEEN SIGNED FLOOR UNTIL ABOVE HAS BEEN SIGNED FINALS '. Electrical ;. 0 Plumbing Mechanical Roof Buildi Final to Fire Department R.O.W & Drainage ": INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping * "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINkL INSPECTION BY THE BUILDING DIVISIONDOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE bF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. rKO I L CT'.` FROM THE WEATHER ♦ o CITY OF WHEAT RIDGE Buildin Ins ection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: it� IC , h rr JobAddress: 4 /,: Permit Number: /C)6 , ;3 S .nr7 ✓n _:, j /finis T ❑ No one available for inspection: Time ? S AM/PM Re- Inspection required: Yes No "When corrections have been made, call for r e - Inspection at 303 - 234 - 5933 Date: — —/ 1 6 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge err PERMIT NO: 100815 ISSUED: 04/01/201 JOB ADDRESS: 3900 WADSWORTH: BLVD ' EXPIRES: 09/28/201 DESCRIPTION: Wells Fargo tenat finish ***CONTACTS owner 303/863-4590 Wells Fargo gc 303/861-7548 Gary Cole 02-2368 Delta Const sub 303/456-8416 Randy Sutton 02-2384 All-Tech E1 sub 303/292-1116 01-8977 Wray Sheet !M ;R.CEL.: INFO 0 0 Bank ` ruction `Co, Inc ectric ot.l -T-- CODE: UA USE: UA VISION:' 0353 BLOCK/LOT#: 0/ :E SUMMARY'** ESTIMATED PROJECT VALUATION: 36,599.5.3 FEES nit Fee 666.26 ctlr5w i Review. Fee 433.07'--, it Valuation .00 5Q Tax 658.79 'OTAL 1,758.12 tions: [ust comply with the 2003 .IBC & 2005 NEC. ct to field inspections. by certify: that the setback distances proposed by this permit 'application are accurate, and do not violate applicable: inces, rules or regulations of the City of Wheat Ridge or covenants, easements or rest rictions of record; that all cements shown, and allegations `made are accurate; that I have read and agree to abide by all conditions printed on this r on and that I assume full responsibility for compliance with the Wheat. Ridge Building ^Code (I.B.C) and all other o .whAar... xir~,.P r:.,- ...,.,-4 „ao,- te rh,. -m -14-1 1- li-11 , INSPETION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS.:. DAY FOR (INSPECTION THE 'FOLLOWING BUSINESS DAY.t F w"~^r City of Wheat Ridge Building Division "q m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 ooo° Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit ges 39012 OlAdswoillh R/uZ Ll4egrg"d e Co /1`'00.3-7 Property Owner (please print):qf of/s &tre lam, k'- Phone:303-?63-AJV0 Mailing Address: (ifcNerentthan proper(yaddress) Address: W-C11S /~,?,rgD Cc/mvivfe_ ,ranee./rye City, State, Zip: 17H/J Kn6.tn~u i S..7e /?na ~..,.a Sd?17~f contI racfor: nUT 4!:ImSi 7~ Co Zrc. Contractor License d ;t'gl 31 g Phone: 30,3- ~tSl 7 YT Sub Contractors: Electrical City License It. Plumbing City License Mechanical City License 6/8977 Company",41/-Tech. Elea ric Company Company: totay rjfecl Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): 94"e. Construction value: $ 3G s94. D'escriptjon of work' (as calculated per the Building v fuat on Data sheet) P Plan Review (due at time of submittal): Sq. Ft./L.Ft added: --0- Squares,S4$ BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, 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 mad 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. 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X X X X X X X X vuCaasco R tv PLfspQx POR .1.1 X I ^ PCS EOViPKENT fJBmES I I 0 .I I I 0 PI I X I o r,~ I I ny g ^ eN • PM+ vRC OR n LR ) MM SP Pcs I I ti EOVAKENr GBINEIS 1 _ 3 _i-~_a=• X I PRCV M 6'-0" MWx •A• - U N W K fEx:E a ( I x X <I a %-Y ]t 61" 61 ]0' 12- 21" 1 3] 2'-11" 3'-0 _ 12_ 2B -g. - r I EQUIPMENT AREA PLAN roRR r." PC$ tvw EauIPUFNr oESCwvrgx IwPROxwwrE WEWM (~5.) IExc,N a NnoiH : NFHML (INCHES) WICNR PfiYAPY GOHEr (PRC) 6A JI1' Y.1 . W QfIpNR fJiGWfx C•B~xEI (Cfl) NJO JO ' 22 W a 66EC PuMEA GWNET 0 BAREi8E5 (PMR) I60J .HI z ]1.66 60EC BAriERI GBIxET wTf 20 P.•rIF.RFS (OM 2W JO ' ]I CWPACI AAIEAW O~{E CO2R 44Ex0LY 20 13 a 39 a J]tA LRM'111 BRH.%Ei TO JO . 33 x ] J]tA COXP.•Cr uP£xw Gl9lt COVER BPKXE! i5 X+ . 13 x 5 WF.•TIflLUTOM KR .HI 16 z 31 x 2• GRLWix 11 OVICCOR INSrNUtKW xR 66 •B z •0 : 2f ptOA'IN C18LE COIFA SUPFORr BRILNET J3 6 z I3 z cRaw•tH /z oumaarz IxsrAUAmx Klr 6s •a :.6 . z• PPC C181HET F➢R 235 34 z 10 z 60 PPC VAINET f➢fl rELCO (tEUO) Mco 350 60 24.2.. Y uwIHIIRC Root _ 1 ] d- 1 I ~ 11 .f AM i. Yi, MY$ ,F 5 (3) 5' . 6' 1.0. HANONOIES~ - 1J P. 6P. t3P. t6P, ~I I}-- Tap ! ,%V FOR (6) R[LLN5 XRMS e W. 13 k 2.O V I I I -'v nl ®LW vl$IBilltt BAND-ONE ANTENNA YWNi • (3 5' x a' TO. AIgXOIESJ 0 I= & 24W (t) 5- . 8• I.D. MAxg10.E . D' NOTE: FOR REQUIRED TOLERMI AT S P MINTS AND NEW. JAILING FORCES AE'CIAUWICATIONS STRUCTURE ASSEMBLY AND ERECTION T PROCEWREY RI ' ~(6~ XIXES O P. 6P. 120. 16Y, 2W ! ]ENT fpi (6) IQLLWS x0O($ (2) 7/16'. HOLES 6 C!t6PFI (3) RELLWS HOOLLS (FUTURE) 1'r (A+W-T11 OVER 1 )/16'6 3/16'. Nx HOES IN SN N SHAFT . 90' k 270' WEIO:O OVER I J/,G-. Notts IN SNKI 9 9S ! 22P (1) S 16' I.D. HAN a 0' - IJ g DEETAI~ (SEE DL)~ GN)LAO ,'P IAIG O APART b ISL BCE DETAIL) of O k HKI FOR (3) NEUWS HODRS NIURE) 2 10 • JO' ACCESS ,OKNIKG Aci) ACE) ~V/ COVER (TIP 1 R (a) 2 1/i. X f-6• LONG i (A615-[R75) ANCHOR Wn q 1 CH W/ (2) HEX NUlS v0 EACH REF. X ERECTION VIEW SCALE NONE 8 REF -DEG. UK TOP SETTING XAP AIE 4-27.001.5 UK BIT. SETTING TEMPLATE 4-27,008.5O +/a0 e i u R.•. tri' e 0'-) Ip (Ax) (2) 9/16. HOLES GROUND LUG DETAIL POLE L t \ 2 to r PANE CAP \ (a) 3/6'6 . I +/e La SEE DETAIL SET SCREW VIE A-A' n+' oPaa II' S 1111i11 ATENNA M61$ 14 (Itio . ) Puss) ANTENNA BAND-ON NOLNTS J RACES) 6 DIRECTIONAL ANTEINA uUNfi (TON . 6 PINE51 SECTION " LOY nv ANTIY ID (IAN03$ J ' a HMONOIE BI.Cx-IR C 2% 12X BAR xMONNO E AND, • i - I ~ y ` COVER t e XANOIOIL RIND 1/. r . 3 1/2' LG. BEYOND . 0.X, ) a 20 c $E .A YACIi $CREM $M. $TL B HANDHOLE DETAIL N POLE CAP DETAIL x UDN N1NC b0 1] 19 r-D• LD. nslew TY OIRECTIbIAL ANTENNA YIXMT (TON 0 ) Pu¢s) MATERIAL REQ'D. PER ASSEMBLY GALV. WT. OTY. ITEM MK. NO. DESCRIPTION 1 1 SHAFT ASSY. (TOP SECTION) 1 2 SHAFT ASSY. (BOTTOM SECTION) 1 3 012669 3 ' ACaSS Pool Cm R PL q' ; A / . 1611 ] i LG $CPf IS 3 HARDWARE AS FOLLOWS: 8 e 171175 HANDHOLE COVER PLATE B J 501}22 1/er N 2 1//11 L6. B SIN. SIL KITE. 8 ) 35533 S' . IF I.D. HANDHO E c BACN-UP BAR 78 50 4 4 ABO46 wl]W 2./'N' 1 Ki H~rsl ~ w µ w . I AW 2r l E 1 08 32 5 SIOD06 5/B'r x 6 1/3' LG. WTION HEAD STEP MI . . 1 HEX A 1 SWAY WT EACH 1 6 BTRJCTUfE A:S Unr AND 1 7 D8150 50'-0' SAFETY CLIMB KIT 69.65 1 8 4-27.00T.5 TOP SETTING TEMPLATE 69.65 1 9 4-27.00B.5 BOT. SETTING TEMPLATE 0.40 12 10 GS13220 KELLUMS HOOK ASSY. 1 11 77395 POLE CAP 4 12 501369 3/8.0 . 1 1/4' LG. SET SCREW 7.50 1 13 K10062 BUSS BAR KIT 3 14 BAND-ON ANTENNA MOUNT 3 15 ANTENNA ARM MOUNT 6 16 DIRECTIONAL ANTENNA MOUNT 1 17 3' LIGHTNING ROD KIT 4 18 6' BUSS BAR KIT 3 19 a•-0' LOW VSIBw TY DIRECTION& ANTENNA YWNI Dn LOW VISI61ulY BNRD-ON N OP B ' PER . A C (010) INSWAT T : N r TE S I E 3 i .1. L • ..5• INSIDE OF 1} BUSS BAR DETAIL rt P TI TAZ (6) 5/16'.. s/.. DEEP P I SCYW$ 5/16'-tbRC-3/4- DEEP - R PL 12• . 1/e (A)6) COVER N P . . 1' REINFORCING RING A F. RING DETAL ® 10" x 30" ACCESS PORT SECTION "D-D" 10" x 30" ACCESS OPENING COVER PL DETAIL N[ ' 10 (A]6) HNf BOLT KELLUMS HOOK DETAIL `a'wTRIMYPNG) SECTION "E-E" U' Asc•YPoY YAw1NG PROlhLft EACH IHDInWK ASSEYDUY SNALL HAVE A NEiAt TAO KIDED 10 IT WHICH WILL BE ENGRAVED NITN THE DING. NO. ! SIZE NME (YINIYW Of S/6' HIGH LETTERS) oR 21 STRUCTURE IDENTIFICATION TAG TOTAL GALV. STR. WT.-------- TOTAL ANCHOR BOLT & TEMPLATE WT.==-#--- 1/1•. e..'t RrHFR" Hen. INSUUtDR 41M 1HL BE Ix2) '.I.N.A. ZW .flM Ix RYNE SECTION O THE wP MINI 01.sIx OiER DSS RAN SHAU PENEm.na FOR PROPER SHAFT N CNXNT. A TAG WM M SITE WAHA ..I; x. ON 1. SHAF1 Al EACH CL THE TAGS ARE ON T IHC A & uc IAG CaacRS . a Aua[D TIP TO L. =0A CF THE vc FTm ASYYRLY NJ3 (1• DIA) AA LOG. ON PWSING YCDa FIArs ARO.E AND Bno6 SPLICES Fw I.G SHOTS IODUTHER. 5) THE WITH OF THE I R SECTION S E TELSY9m IN IK I= ! 1M SOT 10 WHIN NF CF ME NEW ONILNTAo. NYM ON THE LpER SE c". +/2-..' Is NDIIRCD AI INS Ta a rE bTrw 6" BUSS BAR DETAIL 18 .7 A Moll .CHDA AND .1 THE DR.. ON THE TON SECTION Im HANDLING OMIHG 3 t I/e~ (1) IF 7) PO.ES 9HAI. RE NOT DIP QA VM1SD ALTER FAAI4TIOL No O R) GAP REYI UP DF FWTIIW . "O"T" BASE PTE 9 ON iS-].1 Iv nI1LT W A NON-SPAINX -1, O wI. Am. q POLE TAPE. . - .'Moo tNw IN7TI. O LLtQ YlG Bbti DESIGN NOTES L..N FAN d1Z A4T. _ H(AC S/f. SYLn bTIW NR .FULL ~ CYL :F'v i-uq _ O O v bHo I NA'. ASY SAFETY CLIMB ATTAOHMENT DETAILS DESIGN IN ACCORDANCE WM ETA 223E M MPN BASIC WIND SPEED In' RADIAL ICE USE I - OPERATIONAL 50 YPR WIND ALLOR ROTATION - I. D) DEG O TOP OF POE CASE it - DESIGN LOADING 85 uPH SASIC WHO SPEED CASE III - DESIGN LOADING 75X OF BS MPH WIND WITH 1/2' ICE THIS DRAWNG IS CONFIDENTIAL AND MAY NOT BE LOANED. REPRODUCED. CODED EITHER YnOlY OR M PART. OR 11D PWUC IN MY YAMMER WIHUJT THE WDTIEN CONSENT OF ENDKERED ENDEXK S INC-ALL IRwR 01 DESGN OR INVENTION ARE RESERVED. . 'MD tED W..t Dln.lo6 D DEN-079 I,aY. Ohl. SITE: DENVER, CO NDEAVORS . (216) 99.-6050 NCORPORATED 50'-0" MONOPOLE BECHTEL NATIONAL 9 1/2' 6 OPENING N 284431 SECTION "C-C" (2/ tl LLSjSfC cs Wt,30- k, _&,Y iwhr, >r2e-_71-11.- ~T L 4 t"«eal i esl, 1"uU 1 EXHAUST PARTIAL DELI FLOOR 1/8" - 1' NOTE: MANUAL PULL STATION TO BE PATH OF EGRESS NO HIGHER, ~F 17dheet Ridge Fire °roteciion District Flans Review. GAS Cite: 6- I'~ --'i5 FRYER Revievved Ly David iv. Roberts UniioMn Fire CGd? 4P53275 BAKERY HOOD ELEVATION Coicrado Sate Farr S'_:._. gk'5"m Inspector Certification 0-122-173 Comments: Q vlc. CTIPv Isfia[lat . T~, 2'lh"J iw DaKee F~ra~~vc~eti~~4 i ELECTRIC CONVECTI 18" nELE LEC OVEN YER DELI HOOD ELEVATION NOTES: ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON UNLESS OTHERWISE NOTED. CHROME SLEEVED WHERE EXPOSED IN THE HOODS INSTALLATION OF GAS SHUT-OFF VALVES 6: ELECTRICAL WIRING BY OTHERS. ELECTRICAL CONTROL POWER TO BE 110 VOLT- I PHASE - 60 CYCLE UNLESS OTHERWISE INDICATED. -DELI HOOD BAKERY HOOD PLENUM SIZE 8' x 20" 4' x 20" DUCT N0. 8 SIZE I @ 12" x 10" 1 @ 9" x 8" ITEM QUANTITY PART NO. DESCRIPTION 1 2 79290 3 GALLON MECHANICAL AUTOMANS 2 2 79372 3 GALLON ANSULEX EXTING. AGENT 3 2 17492 101-20 CARTRIDGES 4 2 32220 MICRO-SWITCHES 5 1 55598 3/4" MECHANICAL GAS VALVE 2 4835 MANUAL PULL STATIONS 6 2 56930 PLENUM NOZZLES 1N 7 2 56928 DUCT NOZZLES 2W 8 4 418117 APPLIANCE NOZZLES 230 9 2 56814 3600-FUSIBLE LINK DETECTORS 10 .1 56816 500° FUSIBLE LINK DETECTOR SAFEWAY #1479 3900 WADSWORTH BLVD., WHEAT RIDGE, CO SCALE AS NOTED APPROVE01 OR.!Y oATE 06/16/95 !E~' 2 ANSUL R- 102 3 GALLON UL300 LIQUID CHEMICAL FIRE SUPPRESSION SYSTEMS ROE FIRE AND SAFETY EQUIPMENT CO., INC. 4255 JASON - DENVER,COLORADO Joe No. 95131 ~r~adsulorE~, ~Ivc~. _ x4'a "S, w i + 4 N ` fi N„b) ' 8 p Ml- r~c-Y r: 1 C ` L J4 1/2" I 711 23'-101/2" SCOPE OF WORK SCALE: 3/8" = 11 QUANTITY(1) YESCO TO PROVIDE REV. CHANNEL HALO ILLUM. LETTERS. .050 ALUM RETURNS AND .063 ALUM FACES. LETTERS TO BE PAINTED BLACK (SEMI-GLOSS). ILLUM. TO BE WHITE L,E.D.'S. MOUNTED TO WALL W1 1/4°x 1 112' NON-CORROSSIVE STAND-OFFS. 5-9 3/4" 5'-4" YOUNG ELECTRIC SIGN wesc®.COMPANY Denver Division 303-375.9933 3770 Joliet Stmt 303.375.9111 nRG Denver, CO 80239 Www.Yesco.com SAFEWAY Address: 3900 WADSWORTH WHEATRIDGE, COLORADO Dealaser. CASEYEASTON Selas: RICK B. Scele:NOTEO Deft 9.29.05 Revisions: LETTER SIDE VIEW LOGO SIDE VIEW 1/4" LAG SCREWS IN SHIELDS OR TOGGLE-BOLTS AS NEEDED (TYP) 063 (MIN) ALUMINUM LETTER FACE .050 (MIN) ALUMINUM LETTER RETURNS CLEAR LEXAN BACK WHITE L.E.D. EVERY 4' AND 3-1/2" ON CENTER 2- 14 GA. WIRES PER LETTER THROUGH WALL PASS THROUGH CONDUN POWER SOURCE ATTACHED TO INTERIOR OF LETTER 110 V. PRIMARY FEED 1/4" WEEP HOLES AS NEEDED WALL DL TYPICAL LEO REVERSE ILLUMINATED LETTER SECTION LOGO TO BE EL-7 ALUM. EXTRUSION W1 SHEET METAL BACK. TO BE PAINTED RED PMS 186C. FACE TO BE WHITE LEXAN W/ RED VINYL 3630-33 OVERLAY. ILLUM. TO BE WHITE L.E.D. S. MOUNTED FLUSH TO WALL. WeN ELY' ALUMINUM WALL LWE EXTRUSION RETLIRNS.__`J , WHITE PLERIGLAS FACE W/ TRANSLUCENT RED VINYL OVERLAY ' S' TO BE WHITE LOW VOLTAGE SHOW-THRU PLEXIGLAS LE D. TRANSFORMER WHITE L E.D. EVERY 4" AND 3-1;2" ON CEWER CONTINUOUS BEAD \ Tlj~ LAG SCREWS OGGLE BOLTS I AS NEEDED MP) WEEP HOLES- I SCREWS SIDE VIEW TYPICAL LED ILLUMINATED LOGO SECTION Tenant llpproval 3`;w s> 3' x Work Order AD29177 NOTE: UNLESS OTHERWISE NOTED, ELECTRICAL RUNS OR FINAL ELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. i11GILI0Qe11T1O1V1l NYLV' 6YGINIWAa186 CO REMSETHIS IS [REARING WAS GRFATFO TO ASSMT YOU IN YISUAULNG FF PROPII'L YHE ORIMNAL REAS XRIFM ARF THE PROPERTY YOUNG MUCTRC MGM COMPANY. PERMISSION TO COPY OR DRAWING CAN ONLYSEORTAINED TH U AVARTTEN REEMENTYIITH YESCA SEE YOURSALES REPRESENTATIVE OR M TIRE NFARST OFFICE GEYOUNG EIFCTRCSIGN COMPANY. DESIGN#: 05.780 Palm Of., CONCEPTUAL VIEW OF SIGNAGE N.T.S. i q~ i 11'-0" SCOPE OF WORK SCALE: 112' = 1' QUANTITY (4) YESCO TO PROVIDE NEW .150 WHITE LEXAN FACES W1 BLACK & #3630-33 RED VINYL OVERLAYS. YOUNG ELECTRIC SIGN COMPANY Denver Division 303.375.9933 3770 Joliet Street 303-375.9111(w Denver, CO 80239 Avww.yesCO.COm SAFEWAY Addrae 3900 WADSWORTH WHEATRIDGE, COLORADO DaNdoeer CASEY EASTON Seim RICK B. $ee1sNOTED Dots 9.29.05 Revisions r WOFeomva: 029177 NOTE: UNLESS OTHERWISE NOTED, ELECTRICAL RUNS OR FINAL ELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. .Yq w AYr m PLPIE NQLR YOIAAYRL{M. oMS CUWUG WAS MUD TO ASSM YOU 11 WSUALNING OUR PROPOSAL TIE ORIGINAL IDEAS HUM ARE THE PROPERTY OF YOUNG ELECTRIC SIGN COMPANY. PERMISSION TO COPY OR REWSETNIS GUWINO CANOBLYBEORFAINED TROD AwIPTYU RGREFMFNTW THTUCO.SU YOURSALES UPRUERTATM OR CAUTHE NUREST OFFICEOF YOUNG ElYTMCSIGN COMPANY. CONCEPTUAL VIEW OF SIGNAGE N.T.S. CONCEPTUAL VIEW OF SIGNAGE N.T.S. DESIGN#: 05.780 Pses Of., YOUNG ELECTRIC SIGN wasco. COMPANY Denver Division 303.375.9933 3770 Joliet Street 303.375-9111 w.i Denver, CO 80239 vvww.Yesco.com SAFEWAY Addreae 3900 WADSWORTH WHEATRIDGE, COLORADO Designer. CASEY EASTON Solae RICK B. SGelcNOTED Data 9.29.05 Revisions: REMOVE EXISTING "S" LOGO '4 E Landlord Appraval_, `3 d WNrg Order F. 029177 NOTE: UNLESS OTHERWISE NOTED, ELECTRICAL RUNS OR FINAL ELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. FMiLY®~NTIO WP~t6QJnl TGWMx4ml86 M Is BMWING WAS Mno TB ASSRT YOU le WSNAUNG min Nis DMWnG Cu BNLYRE GRIUxee Inlxl xF A6AFEMERTWFIN YESCB.9FE YBUR SHIES PFlRESERYR' MTHE NEAREST BRIEF OF TOUNG EIECIIDC 818111 M) DESIGN{: 05.780 Page Ot F-50 co LEAVE EXISTING WELLS FARGO CABINET hn LEAVE EXISTING STARBUCK'S LETTERS REMOVE EXISTING "I HOUR PHOTO" LETTERS E O y N > ^ N V~ O Y N z ° c r c O LO 0) LO U rn N l6 O as ONE a ❑ M i < o i N O (j) > m m r fA Q Tm NN°-~ • N cts G m `u 1-2 r` ~ - + LL cm ^ r CCC , z' W t- O CL J fi dr J Y o0 N ? ~d F ~r O p Z S ~ J V O zo N K W Y Z V ti G W J ~ N N O N 'U Wo o ~ W Z w~ z W m m e o u ~ J W Q °C Q f ~m O° N WTI }d l h I t 1 # ~ ~ 1 ,J~ Lll 4Z~ I 3 1 / r I;. ly s ® ' yr, 1 I `E Y V I SAhi' r l Y I l~ i W cf) O CL O a z H^ WV V/ X O N N c o xo a q U O 'a w a y 0 z w ~ 3 a W so . U o ~ ~o O S z O ~ x w v m O N N O O U U' O Q 2 6 J (fl k u r? II w J a U N d Vg` IM Gq T~f• jE~K: t~ ~ fir-rte..--" ~r " 1 6p -T f YF,r~ 3y m +2 .+3i KAI Est 1 tS~ 3 -v. w rv ` ~a vI J i 1 ~ E ~ aTi LLI -T Ag€E t ..k 0 M y~Y fA ~ ~ ~ ~ 3 (k ~F{T 5 a£. ♦ ♦ U m `f'"`~E n V H ~ t YR C p y a ' oA LL, C ~ ~ 5th ~ ~ m Y F, M-7 I - i., 3 1 It y NI ist.,~vz 3 f t i r° 6 4: i5 u Western Grocery Stores SAFEWAY 3900 WADSWORTH BLVD r MC Sign WHEATRIDGE, CO 80033 ---------276''- I F,levotion-Cabinet & Letter Sets I Surveyor: - Computer: Reviewer: T 35' ' ' 26' 11" 23'10" i E3 Food & Drug 2'x22' E4 Wells Fargo 2' 4" x 14' 4" 4N S~ ~ 9 C ( E2 Safeway 3' 6" x 27' Sv Site#: 479 Cabinet & Letter Sets Western Grocery Stores Project Mgr: Danny Goldberg SAFEWAY Surveyor: Brett Blackmon 3900 WADSWORTH BLVD MC Sin Computer: ran in Holliday WHEATRIDGE, CO 80033 Reviewer: Corporate Vestibulel 8' x 4' 4" Site#: R -1479 Sight Photos Western Grocery Stores Project Mgr: Danny Goldberg SAFEWAY Surveyor: Brett Blackmon 3900 WADSWORTH BLVD MC Sin Computer: ran in Holliday WHEATRIDGE, CO 80033 Reviewer: Corporate Site#: GROC-1479 Western Grocery Stores SAFEWAY 3900 WADSWORTH BLVD MC Sign WHEATRIDGE, CO 80033 Sight Photos Project Mgr: Dann Goldberg Surveyor: Brett Blackmon Computer: ran in Holliday Reviewer: orporate CENTER 14" Green letters on r^, i i r _ Safeway #1479 Wheat Ridge, CO 2/17/03 Ol br_ G ....I Sign 24" Window logo PARTIAL WEST ELEVATION EXISTING 36" AIR TERMINAL Q EXISTING US WEST o ANTENNAS I G INSTALL SPRINT ~N ANTENNAS EXISTING US WEST GPs III EXISTING 5 IV/ STEEL MONOPOLE INSTALL SPRINT GPS ABOVE ROOF SCALE: O LINE NOT USED I-mim• Y a I r INSTALL LIGHT FIXTURE 2 INSTALL SPRINT PCS FOR SERVICE LIGHTING a EQUIP. CABINETS T SPRINT CABINETS 8 BEYOND INDICATED EXISTING~I AS DASHED LINES x =CONCRETE--, INSTALL PPG 2 3 BLOCK _ INSTALL GENERATOR PANELS a - BUILDING L- RECEPTICAL a - o INSTALL SPRINT BTS c EQUIPMENT INSTALL LIGHT EXISTING FIXTURE FOR INSTALL SLAB - - US WEST SERVICE LIGHTING EQUIPMENT ON GRADE 0 I e O ILiK\~ EXISTING INSTALL EXISTING GRADE BOLLARDS BOLLARDS (ASPHALT PAVEMENT) SCALE: z. SCALE: A. 2 NORTH ELEVATION -va•• o WEST EQUIPMENT ELEVATION SCALE: 0 GENERAL slflucruuL NOTES: W6x25 1/4"o THK. STEEL 1. WHERE A CONSTRUCTION DEwL IS NOT SHOWN OR NOTED, THE DETAIL SHAT. 6" ABOVE GRADE N #5@12 EA WAY TOP & r 12 NU BOTTOM -_T X z N N 3 3 3 3 - - J - - - - - - - - CAP TYR ) BE THE SAME AS FOR OTHER SIMILAR WORK. \ 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 'I 3. NO PIPES, DUCTS. SLEEVES. CHASES. ETC, SMALL' BE PLACED IN SLAMS. - - L - NOTED. CONTRACTOR SHALL OBTNN PRIOR APPROVAL FOR INSTALLATION OF NOTES. 1/2"0 THRU BOLT, TYP A OR WALES UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SPAT. ANY BEMS N . (JAN STRUT PiQQGI, , STRUCFIOALMEMBER BE CUT FOR PIPES. DUCTS, ETC„ UNLESS OTHERWISE ANY AODIRONh PIPES DUCTS BE, W6x25 QI - TYP. OF (3) 1 UT . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBiUIY 1 _6 A N- FOR JOB 517 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT EQUIPMENT FRAME - -TS 4x4xl/4" POST, INCLUDING OF ALL PERSONS AND PR: THAT THIS REQUIREMENT SHALL yP_ OF (2) APPLY CONTINUOUSLY H DEFEND, UNITED TO O NORMAL WORKING NOON'S; S; C THAT !HE CONTRACTOR SHAH INDEMNIFY AND HOLD SPRINT C C ETHE CT AN ITCi/ENGINEER HRMLESS FROM ANY AND ALL UABIIJTY, REAL OR AW:CED, IN CONNECTION WI1H 1'-6' n TAHE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABWtt ARISING FROM THE SOLE NEGUGENCE BF SPRINT OR THE ARCHITECT/ENGINEER, COMPACTED SOIL TO MIN 95% MODIFIED MAX DENSITY PER ASTM D1557 METHOD D G. ® STEEL BEAM 5. THE CONTRACT LEAVINGS AND SPECIFICATIONS REPflESENr THE FINISHED STRUCTURE. (TO BE VERIFIED WITH SITE SPECIFIC SOIL w PER PLAN - THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROMPT , TO REPORT WHEN AVAILABLE). o~ CONCRETE SLAB ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE INCLUDE, B N AB PFDE ® DURING CONSTRUCTION. SORES SUCH MEASURES E SHOT BUT UT NOT BE E PEDESTRIANS 10 w SPACING, SHORING FOR LOANS DUE TO CONSTRUCTION EOUIPMENT, T MPORA Y 1 4 Z T STRUCTURES, NJO PADDY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE ICT/ENGINEER SHALL NOT INCLUDE INSPECTOR OF SUCH ITEMS. SITE BY THE ARCHT L CONCRETE (2) 1 /2^0 FOOTING 6. AS. SPECIF.CATIONS NOTED ON THE DRAWINGS SNAIL BE OF THE EFFECT RYISION. EQ. E0. MACHINE o (NP) NOTE: A. ROOF, LOAD MATERIALS snaT. BE ERUD OUT F PLACED FRAMED FLOOR R BOLT (TYP.) ROOFF. EOaD RSHAH ING rv EXCEED THE DESIGN LATE LOAD PER SQUARE FONT, PROVIDE v ADEQUATE snRlrvc/BRAT ACwc wnsRE sraucTRE HAS NOT ALTERED DESIGN sRENGTH. . GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL 1 WITH 100 PERCENT PASSING 1 INCH SIEVE. DETAIL A B. IT SHAD BE THE RESPONSIBUTY OF THE CONTRACTOR TO LOCATE ALL EXISTING UFUTIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT M SCALE: BEAM TO BEAM CONNECTION SCALE: G PPC CABINET FRAME 50A E' 2 oNJUrvcnoN WITH HE PROSECUTION OF IS WORK. SLAB ON GRADE NONE NONE J NONE 9 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN DA DRAWINGS. 10 THESE NOTES SHALL BE CDNSIDERED A PART OF THE WRITTEN SPECIFICATIONS. MTG-D10-20 DOWNHLT 11 . ALL ITEMS REMOVED DURING CONSTRUCTION WORK OF. DRYWALL, PLYWOOD, MOUNTING BRACKET (SEE CEWNG PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. DOWNTILl SCHEDULE. T-2) 12. THE FOLLOWING REOUIflEME%TS SMALL BE MIT FOR SPECIAL INSPECTION: GRATING PER PLAN 4"0 STEEL PIPE A THE SPECW- INSPECTOR SHALL BE UNDER THE SUPERVISION OF A MONOPOLE FILLED WITH REGISTERED PROFESSIONAL ENGINEER. CLAMP RING CONCRETE. B. ITS ARCHITECT/ENGINEER. INSPECTOR SHAT. FURNISH wsECFDN REPORTS TO THE CIEs STEEL BEAM PAINTED THE , BE BROUENGINEER, AND OTHER DESIGNATED ED PERSONS. A1 DI FOR PER PLAN YELLOW. SHAD BE NT TO TIE IMMEDIATE OF THE (CONTRACTOR FOR CORRECTION; N; THEN, IF UNCORRECTED, To TTO THE PROPER DESIGN AUTHORITY AND THE BUILDING LDING OFFIGIpI. MONOPOLE n O 1'-6"0 CONCRETE FOOTING C. WE SPECIAL INSPECTOR SHALL SUBMIT TR FINAL HE SIGNED BOTH HE HE AND HIS SUPERVISOR STRUNG WHETHER THE WORK _ AEOWRIX SPECIAL INSPECTION WAS IN IN CONFORMANCE WITH THE APPROVED D PLANS AND DUE UNIFORAN AND LIFE APPIILABIE M BUILDING CODE. WORKMANSHIP ALL PROVSIONS F EQUIPMENT SLAB PIPEMOUNT C LJa a : MIICROFLECT D. COMPLY COMPLY WITH ALL Cltt SPECIAL CAL INSPECOPECTION REOURE flEOUIREMENiS ON GRADE MFG CHAIN VALMONT MGUNT KIT 'L o VA W PRODUCT B1640 HILT[ ANCHOR u GENERAL STRUCTURAL NOTES: 1. ALL 3/8"0 x t 9/16" w SHOT \ \ ANN GAELS ECIFICATON F RCAST-N-PUCE CO CRC EHE ACT 301-89, ACI 3I8-95 MONOPOLE L P 2 ALL UNLESS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P51 AT 28 CLAMP RING a V ' DAYS UNLESS NOTED OTHERWISE. NOTE: Iu I CONTRACTOR TO SUPPLY 3. REINFORCING STEEL SMALL CONFORM TV ASTM A 615, GRADE 60, DEFORMED UNLESS MONOPOLE CLAMP RING. NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL SUBMIT FOR APPROVAL PRIOR WIRE FABRIC UNLESS NOTED OTHERWISE. SPUCES CLASS "B' AND ALL HOOKS SHALL BE TO INSTALLATION. STANDARD UNLESS NOTED OTHERWISE. SCALE: SCALE: a. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL BEAM TO SLAB CONNECTION SCALE: O SECTOR CROSS ARM 6 BOLLARD DETAIL $ UNLESS SO SHOWN OTHERWISE ON DRAWINGS: NONE V NONE NONE CONCRETE CASE WISE O EARTH } IN. AGAINST 8'-9 1/2" 8'-3 3/4' COX CRETE EXPOSED TO EARTH DR WEATHER: IN z 1 3 7-. 4 74 7/8" CAP (TVP j' STEEL AND SMALLER w WWF CONCRETE NOT XGPOS T H CAST AGAINST THE GROUND, N 8" 12' 1 2' l3' 12' 1 2' 13' 12' 12' 8 4 15/1 6' 1 1 1 1 N E ED D EARTH OR WEATHER DE NOT 1 6 STAN AND WALL a IN. 3.. 1 12" 12 " 18 8 - .8 18 8" - N REAMS AND COLUMNS .............._.1-1/z IN. 5. A CHAMFER 3/4' SHALL BE PRONGED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. NIA I NTURE ~ D I POWER - Im - IN ACCORDANCE WITH ACI 301 SECTION 4]4. POWER PRC FUTURE FUTURE FUTURE - 6. HOLES 10 RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8- LARGER IN DIAMETER s/u ! II GROWTH II GROWTH GROWTH O O THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S N N M RECOIRVENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE _ _ _ - - - i AND AVOID CUTTING EXISTING REPAR WHEN' DRILLING HOLES IN ELEVATED CONCRETE SUBS. FTS4x1/4 POST J, USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO d m9/16"0 x 1 1/4" --m m MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. nw SLOTTED HOLE I II It II FOR 1/2.0 BOLT TOP FLANGE L----JL_--JL- -JL---J N (TYp) 5 LARD STIUCRIRAL STEEL NOTES: 9/16"¢ HOLES (TI g'_o 1/2" T 1: ALL .VETAL WOR S SHALL BE IN ACCORDANCE WITH THE SPECIFlCAnON GALVANIZED NLE ASTIM ADS rlo 7 31. 1 7 4'•• 6 1' 10' -1' 80'31 3/4 'z uuu~ MEMBERS SNjI CONFORM TO ASTM APED. 10 1' 10" fi" TUBING USING TABLE oxx ELECTRODES AND GRADE A OR AsOI. 4I 2'-5" 2'-6" D WELDING SHALL w TH U. WHERE FITLET WELD SIZES ARE NOT SHOWN, PGD ~tO - - - - - - _ - - - - - - - - 00 CNGTE PROOFSTRUCTION" THE M. 9TH ESIZE 2a IN THE ORD 'MANUAL OF STEEL T - L M (TYPJ - 1' A - BOLTED CONNECTIONS SHALL USE BEARING HERE GALVANIZED ASTM M25 BOLTS O V(}/4' DIAL) AND SHALL HAVE A MINIMUM OF TWO BOLTS ONO. N - - _ - _ - . - - - - - - - : - - : - - I 5 NON-STRUCTURAL CONNECTIONS FOR HANDRAIL. LADDERS AND STEEL GRATING MAY DRILL 1/20 HOLE AND ANCHOR FRAME TO t v y USE 5/8 ' DNA. GALVANIZED ISIN. A307 BCLT$ 11.N0. 1'_0^ CONCRETE sue USING 3/80 x 1 9/16" HILTI BOTTOM FLANGE NEI DDBas2BB STAINLESS STEEL ANCHORS (TYN of 14) SCALE. SCALE: SCALE. STEEL SUPPORT SKID NONE 9 SERVICE LIGHT SUPPORT NONE 4 GENERAL STRUCTURAL NOTES NONE Sprint. Sprini PCs" \0\\\ p REG ISll/l f/Fhj Q 4683 CHABOT DRIVE, SUITE 100 /i ,J\ ~Q ooao4 e 9 ° F PLEASANTON, CA 94580 O a® R. nq o p v0®V (~~a PROJECT INFORMATION: ° aca n USWEST WADSWORTH n, - DN29XC625A o o 3900 WADSWORTH WHEAT RIDGE, CO 80033 \ /l7 1 JEFFERSON COUNTY EXISTING 36" AIR TERMINAL 1 1 6 1111 jIA7 /1731~1 1 1 1 0 Ld° rCURRENT ISSUE DATE: i/zo/zooo II L CL EXISTING US WEST o ISSUED FOR r ANTENNAS L PERMIT REV.:-DATE:-DESCRIPTION =BY: EXISTING TELEPHONE 7 E-6 ENTRANCE BOX NO. BP 1-100 AL INSTALL SPRINT ANTENNAS ~N n EXISTING US WEST U" 5 JLO~ EXISTING METER CPS BANK AND GUTTER v 01 PROPOSED 200A METER 7 EXISTING 50'-0" STEEL MONOPOLE GU / I- 1 r Ut r AND DISCONNECT E-6 i 1/20l PERMIT sH p B~/~ Q 1/3/2090 FLASH CD's sH y~y INSTALL SPRINT 5 T PLANS PREPARED BY: F „rf PROPOSED ELECTRICAL AND TELEPHONE CONDUI CPS ABOVE ROO LINE ° ON EXTERIOR WALL (FOLLOW EXISTING CONDUITS); d A H o 2" GRS TELCO & 3-3/0 AWG & i-#4 AGW DER SSOCIATES, LLC EDRICK & IN 2" GRS ELECT CONSUU/NC ENGINEERING SERVICE N ~ r - 2329 West Main Street, Suite 104 EXISTING (5) PROPOSED Littleton, Colorado B0120-8200 o RETAIL BOLLARDS AT Tel: (303) 798-9445 Fax: (303) 798-9462 1 STORES 4'-0" SPACING EXISTING 50' MONOPOLE CONSULTANT: ~t T N TRICAL Innovative ■ ■ EXISTING PROPOSED ELEC AND TELEPHONE II u Engineering, Inc. ❑ ■ x - - CO NC RETE-- _ TRENCH I 5808 South Rapp Street, Suite 220 o _L BLOCK - INSTALL GENERATOR PROPOSED 15' x 15' I g ❑ Liileton,Colorada 80120 (303)347-8507 a _ BUILDING-1 RECEPTICAL CONCRETE SLAB AND _ T r INSTALL LEASE AREA S WEST EXISTING APV.: DRAWN BY: CHK.I= SPRINT BTS EQUIPMENT W }J' QUIPMENT E PROPOSED DRAWN By, AM S H C tVl f - - INSTALL LIGHT SPRINT BITS EQUIPMENT LICENSURE: - EXISTING FIXTURE FOR PROPOSED ~ ST US SERVICE LIGHTING ELECTRICAL i P EQUMENT NON FUSED D SHEET TITLE: EXISTING GRADE E%ISTING BOLLARDS INSTALL BOLLARDS ELECTRICAL SITE PLAN (ASPHALT PAVEMENT) SHEET NUMBER: REVISION: E=2 1 SCALE: I~ OVERALL SITE PLAN SCALE: ^ ' ta' n L - NORTH ELEVATION V4'n• o 4• a' G -T I e va 3-3/0 AWG & 1-#4 AWG END IN 2" GRS TO DISCONNECT AT EXISTING METER BANK 2" GRS TO TELEPHONE CABINET NO. BP 1-100 EXISTING 4" CURB AND GUTTER E SS RISER ON WALL - PROPOSED ELECTRICAL AND TELEPHONE CONDUIT IN COMMON TRENCH E-6 ELECTRICAL: 3-3/0 & 1-#4 AWG IN 2" GRS; TELEPHONE: 2° GRS IN 5' UTILITY EASEMENT a m PROPOSED 15' x 15' CONCRETE SLAB AND LEASE AREA BOUNDARY 3-#2 AWN & 1-#8 AWG GND IN 2" GRS ENLARGED SITE PLAN u 3F F PROPOSED L 1 FI \ I 1 1 1 K c~ tt u 0 3 U a `F ~F \ I~ l bl \Y Z- PROPOSED SPRINT PPC 4 200A -6 NON-FUSED DISCONNECT SWITCH N W E S PROPOSED SPRINT ANTENNAS (1YP.) SECTOR 3 SECTOR 1 _ 270 AZIMUTH 90' AZIMUTH 2 E-6 EXISTING 50' MONOPOLE PROPOSED 12" COVERED CABLE TRAY i ~3-3/0 AWG & 1-#4 AWG GAD IN 2" GRS EXISTING US WEST EQUIPMENT ON CONCRETE SLAB 1 N W E IN J G 1. ALL DETAILS ARE SHOWN IN GENERAL PERMS. ACTUAL GROUND NSTA11nDN REQUIREMENTS ANN CONSTRUCTION ACCORDING TO SITE CONDITIONS, 2. ALL GROUNDING CONDUCTORS: BELOW GRACE TO BE 2/0 Awc STRANDED BARE TINNED COPPER. ABOVE GRADE 10 BE #'2 AWG SOIJO BARE TINNED COPPER. 3. GROUND BAR LOCATED IN BASE OF EQUPMENT WILL BE PROVIDED, 5/8" X 10' LONG FURNISHED AND INSTALLED BY THE VENDOR. COPPER GROUND D RMIC WELL TUE. ABOV 4. ALL BELOW GRADE CONNECTIONS: ROD (TED) L CRATE CONNECTIONS: E%OIH EB MIL WELD TYPE. 8 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 42 BELOW GRATE E-S OR 5 MIMMUM BELOW THE FRQST ONf. B. GROUND BARS: A. EQUIPMENT GROUND BUS BAR (EGB) LOCATED AT BOTTOM OF ANTENNA CADWELD POLE/MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COA% Y CONNECTION (TYP) FEEDER CABLES SHALL BE FURNISHED AND INSTALLED B ELECTRICAL CONTRACTOR. JUMPERS (FURNISHED BY OWNERS) SHALL T T R RAC O . BE INSTALLED AND CONNECTED BY ELECTRICAL CON B B. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO E-5 ED UIPMENT CABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 7. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SMALL BE MADE BY ELECTRICAL CONTRACTOR. B. OBSERVE N.E C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. T_ RE I EO (2 MIIMUV5 A D G" O S A T OU DA O O O ME PROPOSED 15' x OP D INTT P IN T N N TI NS R CC M GR P 15' CONCRETE to GROUND GRID IS BROW CONCRETE SIAB. WSTALL TEST WELLS WITH COVERS FLUSH WITH FINISHED CONCRETE SURFACE AREA. SLAB AND LEASE INSTALL a2 AWE COPPER EQUIPMENT GROUNDING CONDUCTORS AREA BOUNDARY THROUGH CONCRETE SLAB. GROUND TEST WELL (TYP 2) SEE NOTE 10. 5 E-5 : n I GROUNDING PLAN GROUNDING NOTES SCREE NONE L 2 HOLE LUG COMPRESSION CONNECTION (TYP) 11 11 I _T 1 'I 1 1'-0• (TYP) 11 II 1 PER LPNOPOLf I I I I ~(OUANn1V/CONFICU RAnON VARIES) CAST ORT. E /E%n P 2/0 AWG BARE TINNED COPPER GROUND CONDUCTOR TO EXISTING US WEST GROUND RING NOTES 1. TH15 IS A DIAGRANM ATIC RCEROPRESENTAPON ONLY $DE GROUNDING PLAN FOR SRE-SPLCH UROIA LAYOUT ANO COMPONENTS. 2. OBSERVE N.E0. ANN LOCAL UGLILY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. PROPOSED SPRINT ANTENNAS (TYP.) EXISTING 50' MONOPOLE PROPOSED 12" COVERED CABLE TRAY EXISTING US WEST EQUIPMENT ON CONCRETE SLAB SCALE: S Sprint Sprint `CS" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 USWEST WADSWORTH DN29XC625A 3900 WADSWORTH WHEAT RIDGE, CO 80033 JEFFERSON COUNTY 1 1/20/2000 ' PERMIT 1 1/20/1000 PERMIT SH 1/0/2000 FLASH CD's SH HEDRICK & /ISSOCIAIES, LLC 1 CONSWUNG ENGINEERING SERNCE 2329 Wesi VEIN Street, Suite 104 Littleton, Colorado 80120-8200 Tel: (303) 798-9445 Fox: (303) 79B-946. Innovative ■ ■ Engmeering, Inc. 5808 South Rapp Street, Suite 220 Littleton, Colorado 80120 (303) 3478507 DRAWN BY: AM 1 ~ 1-I I C M ' CRgb KIT, M. TO CABINETS. TW. B ALL AATEN1A FUTURE CABINET LOCATIONS 1/4"x4"%12" Ir - 92/0 STRANDED ~~~F~}L.~ PRIMARY ''I PRIMARY BATTERY GREEN INSULATED LRj_ FUIU RE FUTURE RADPOWER BACK-UP }r{/ GROWTH GROWTH ICABINET CAB w ET CABINET CABINET CABINET 2-HOLE LUG, COAXAL CABLE LAY rCOA%NL ACCA ARLES R G G G G 6 MCB G G 1/sk< r2a' G G s B°m x 10' LONG GROUND RING (2/D Awc RARE nNN ED OFFER wIR E7 LADW( G~ uTIN IOD,,.7d o c. GROUNDING SCHEMATIC i _ ¢ I a I _ ° 1 u • ~ _ tt HOT ° U • I a 1 #2 AWG BTC 1 EQUIPMENT GROUND CONDUCTOR (TYP) 1 #2/0 AWG BARE TINNED COPPER GROUND RING CONDUCTOR. SEE NOTES 5 k 10. tl 1 2/0 AWG BARE TINNED COPPER GROUND CONDUCTOR TO EXISTING US WEST GROUND RING 9 6 E-5 E-6 GROUND BUS AT ANTENNA E-5 E-6 GROUND BUS AT TOWER BASE MAIN GROUND BUS E-5 LOCATED AT PRC~ x cnemET BLLTROT DDATE THROW TMISNN SETLH FPS, GMUC TW. ' WILL OF 2) BE CRD'JNHNF ID. 5. GROUNDING PLAN Ali E-4 l.aoD Soo ~IIIIIIIIIIIIII I .I D.Dao Dsoo 000000000000000 1.1 225 ,.z50 / 00 00 60 00 00 00 0O 0 fl / 2ZO 000 000 400090 o- I - 2.876 3,50 090000 000000- aooa 0 5 0 (e) 0 svm (ss) RPHNAT INSULATOR NO. WBKT1 WALL BRACKET EXOTHERMIC WELD CONNECTION 2s '-o TAIL MANUFACTURER; LARGER LIGHTNING PROTECTION. INC. U.L. IJSTED N0. 2501 MASTER GROUND BUS (24") aq C~11~~~C D.DDD - DsD 00000000 ;:zs 0000000.Oa 2.00 2E5D ) I- 0 9 0 OO O 3.500- •0 0 0 9 M1.000-~ (4) (26) R4,5DAa a" TAL - No. 2/0 s,RANDED sDR- DRAWN BARE COPPER CONDUCTOR GTC CADWELD CONNECTON NO. 5810. 5/9" X 10 COPPER CTAD GROUND ROD EXOTHERMIC WELD CONNECTION AGE 2 SOLID SOET- DRAWN BARE COPPER COODUCTOR WB'RT1 WALL BRACKET MANUFACTURER: LARGER LIGHTNING PROTECTION. INC. U.L. LISTED NO. 2501 GROUND BAR ASSEMBLE (12" EXISTING WALL OR CF PROPOSED UNISTRUT PIOOOT- LENGTH As PEE DENIED POWER- CONDUIT PER PUN PROPOSED TELCO - CONDUIT PER PLAN ANCHORAGE AT CONCRETE USE 319 THREADED ROD W/HILTI HY-150 O MIN. 1-0/G" EMBED. (IC `0# 5193); AT WOOD USE 3/8 X}' LAG BOLTS: SCREWS ( z MNOS PER UNISTRUT)HEET ME1AL EVERY l0'-0" 7 CONDUIT SUPPORT @ WALL LARGER MILES STEEL WELL COVER FINISHED GRADE LARGER H360P - C10UND ACCESS WELL WHERE OCCURS CARRELL IRE - 11. MOLD PCC CADWELD MOM GROUND RING - PER PLAN Na 2 SOLID 5DET- DRDUND RDD BARE COPPER PER PLAN CONNECTOR ND. 210 PER RAN GON SCALE: CARE 9 MISC. CADWELD DETAILS DDGTDR 8 GROUND WELLS NONE STEEL BEAM 11 PEN PUN 'I DOE WC ADAPTOR 4 CONDUIT STUB-UP @ WALL 1 30OW DECORATIVE FLOODLIGHT MODEL #OF3OOW WHITE 120V 25A 60HZ BY REGENT LIGHTING CORP. 1-800-234-3683 prlntm Sprint FICS ° 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 USWEST WADSWORTH DN29XC625A 3900 WADSWORTH WHEAT RIDGE, CO 80033 JEFFERSON COUNTY :CURRENT ISSUE DATE: 1/20/2000-~ PERMIT O t O 3 HOLE OUTLET BOX BY RED OVER 1 1/20/20A PERMIT SF DOT wR1H31LM W/ BLANK C ? SELF-TAPPING SCREWS FiASH CD'S SF 3 (4 TOTAL) 1/J/2000 1/2"m EMT PLANS PREPARED BY: CONDUIT STRAP dd HEOR/CK & DISSOCIATES, LLC DEVICE BOX. APPLETON CONSULTING ENGINEERING SERI/ICE / UNILET FSC-1-50 I 2329 West Main Street, Suite 104 LIGHT SWITCH HUBBELL ICED 115 Colorado 80120-8200 Littleton WITH WEATHERPROOF PLATE 420 , Tel: (303) 798-9445 Fax: (303) 798-946 5 0" TO . HUBBELL 1 GROUND LEVEL ER-- CONDUIT STRAP CONSULTANT: \1/2"0 EMT Innovative ■ Engmeermg, Inc. SCALE: 5 SERVIC E LIG HTING NONEE: 2 NONE 5808 South Rapp Street, Suite 220 NONE Litlieton,CDlorado 80120 (303)347-8507 CADWELD TYPE MOLD 0 STEEL PIPER AND SHAPES UNISTRUT ISCIW3G CADWELD FOR , /4"-M1' 9 WITH GIG WELD NE N0. 2 SOLID SOFT DRAWN COPPER CO LIE U BAR ° 2 4" BUS AL r:LT LARGER BY O 25' RGTAL - PTRADED WITH BUS PAR CADWELD TYPE "TUG" MOL D GROUND WIRE PER PLAN TTTGROUND RUN PER PLAN CADWELD TO STEEL COLUMN „oxEE' 10 MASTER GROUND BUS & CADWELD CONNECTIONS CADWELD TYPE "NC" MOLD GROUND WIRE PER PLAN GROUND ROD PER PLAN __7776- NOT I DRAWN BY: P.M I S H I o M ELECTRICAL DETAILS SHEET 1 OF 2 SHEET NUMBER: REVISION E=5 1 3 - 3-1 AWG + 1-#4 AWG GND IN 2" RGS CONDUIT TO SPRINT PRO CAB 2" GRS CONDUIT TO SPRINT TELCO CABINET METER ROOF LINE EXISTING METER BANK EXISTING TELEPHONE CABINET 5 PROPOSED 200A FUSED DISCONNECT -1 1 / NO BP 1-100 I EAST ELEVATION EMERGENCY GENERATOR RECEPTACLE CONCRETE STAB 2' RGS TO POWER CAB (PWR) PPC ELEVATION O D PRO I DISCONNECT NON FUSED SWITCH ~J TRENCH 6 1 L- 2" RGS TO PRO 2" RGS TO TELCO VA JOWT 6 1 USE HFUTY TRENCH FLEXIBLE MOO 10 TIGHT - CONDUIT (EXCEPT AT .U.EfER BASE. USE FEE) FINISHED CRATE RIGID STEEL CONDUIT PIC CONDUIT- SIZE AS SHOWN ON LAYOUTS RIGID STEEL TO PVC ADAPTOR I CONDUIT STUB UP I"O"GED SURFACE FINISH/GROUND COVER TO MATCH EXIST AD SPECIFICATION EAqTHWORK' TRACING WIRE OVER CONDUIT AREA NEW J PIC CONDUIT FOR POWER APPRP2D BACI(FILL RO F OF z COVER BEDDING sPNC AND 4' REDDING SAND. SEE SOILS REPORT WHERE ABSUCABLE 1/20/2000 NEW 2- PJC CONDUIT FOR TELCO 4" SAND BEDDING- MIN. 6 1 JOINT TRENCH P'L' nr WITH COVER Rrvcs, c LOAO1nG DEPIA. SUVaDRr CABLES WITH TIE-WRAPS OR STAINLESS STEEL CLAMP EVERY 6 FT. PROVIDE SOUS BOTTOM TRAY AT GRACE PROPOSED ELECTRICAL SERVICE 2" RUB CONDUIT RISER TO PPC T ~I PROPOSED 200A FUSED SERJICE DISCONNECT -77 L.- - 1-_-- PROPOSED 200A _ I N NETEfl BASE ^ PROPOSED ELECTRICAL SERVILE 2" RGS co NOUN To cunER 1 4 NOTE. 1. RUN H2 AWG BTCW GROUND CONDUCTOR ALONG CABLE TRAY AND GROUND AT BOTH ENDS. 2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD INJURE CABLES. COVERS SNALL BE FASTENED SHEET METAL SCREWS O ARE NOTA C O EPTAZ EPB HORIZONTAL CABLE TRAY 5 1 NOT 1 i Sprint® SDrint PCs 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 USWEST WADSWORTH DN29XC625A 3900 WADSWORTH WHEAT RIDGE, CO 80033 JEFFERSON COUNTY PERMIT HOLD T N CAMv WITH 3B"x2 I/2' BOLT WTH U BTRaT "OD" SPRING NUT (TIP. A PLACES) t DRAWN BY: AM ~ H C~ KPIA o L/` -'HLLI HILL ONE" ELECTRICAL DETAILS °'ttuuL.. 0 SHEET 2 OF 2 ,~~1260 SHEET NUMBER: REVISION- 1 SCALE: E=6 - NONE P1001, 1 1/20/MG PERMIT SIT I/B/2000 FLASH CD 'S SIT =PLANS PREPARED BY: HEORICK & ASSOCIATES, LLC CGNSNOMG ENGMEERING SERNCE 2329 West Main Street, Suite 104 Littleton, Colorado 80120-8200 Tel: (303) 798-9445 Fax: (303) 798-9462 Innovative ■ ■ Engineering, Inc. ❑ ■ 5808 South Rapp Street, Suite 220 d111 a 220 Littleton, Colorado 80120 (303) 347-8507 ~ C e R k s i s p ~ ~ [ ~ ~ t ~ ~ ..;_e X ~ ~ 7 , F ~ .a ~ l LLLvrr w. ,*r"~ ~a ~ ~ ~ i ,.,..E ° ~ ~ i~ r~, ,..d,~ N Jq o, ~ - t ~ ~ s i f ~ S p ""s 1, „la « k 1:-0 d,. {j - 4.._. .,k ~ ~ 1 i Y p ~ '~i i W a 1 i o ri t _.1 ~ t w 1 s ! ~s ~ ~ ~ ,x `~~al i , i , a j { "fix S4 ~,~i ~ ~~rt` ~ r,' T p~~ ~ k ~r i Y: 4 f i s i'° } i I € ~ 1 /f . r,~ W 14 s ug .mom .:N_ n~sx. ~A^°. , ~ A ` ! 4 f r $ ~ ~ s 1 t w _ ,w.,. i ; k : «i h "r Ff 4... 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' w.'enu.Y er.. ni.y* wrP "fit s c~+ c '4r+, P •k •rywaro.rin """`^la^`i.a.,a+prwnpnrrt~.✓~.-~ a.<.uuWS.Y...wa^++~ww.tiumar.sorvn u.sr -.+ra+nrm, '+'•rt~w>:..w~ww w~mv.+r, un:.wrwww...+r:~.wour~wiwnr.++u..m^nro.rr.wna.n ^t~ ~ wr'r°'.'^~ '~xRHa.mnergK*a+p~^+..y~++tYi~YmQ+wnw.wwu t ~ 4 i . ~ n ~ ~ . i a '4 rp" 4 .J f' ~ rMa«+nNw~rrai mrW+i~Nw!'arM'~.v......rRr+,. .fnwi+w~rv+w•.M'~nW~,*.u~...rWRM1WS.r+~!i.' seraeHVwo-.w<.....M.w.n.+~Y..p+yr,n+++.Ma<*rW~~.r.~eae~T•N~mfrr~.~w.wn i ~ ~ 11~" jX ~ r- j l'i r,~ .f_ s ~'T 4 r.~l a~.~~ r .t ~ ~ f ,f t Ez i ~ ~ c~ ~ ~ _ W_ i ~E s~-. iE __f~ ~ P l _ i"~ F~ i__....~._ . - P z ~M, r 1 ~^„t... rte..., c ~ ~ ~ _ 1 i ~•+h ~ ~ ~~i f ''t~ l + ,,N-~" i.~~. i ~ ~ V s~ 4 r ~y ~ ~.0 1 jdr ~y' 8 E "ate ~a av aE °E c E 'Z o 2 E 3 w U O Z H G F E D C B A Wells Fargo Bank Wheat Ridge, Colorado AREA LOCATION MAP WELLS FARGO BANK 1 I 6 PROJECT NORTH ROJECT TEAM ARCHITECT CONTACT MECHANICAL ENGINEER CONTACT ELECTRICAL ENGINEER CONTACT CONTRACTOR CONTACT DESIGNER CONTACT WESTERN CARLSON 120 MONTGOMERY ST. #900 SAN FRANCISCO, CALIF. 94104 STEVE ARNOLD, SKIP SOSKIN (415) 677 - 0141 WESTERN CARLSON 120 MONTGOMERY ST. #900 SAN FRANCISCO, CALIF. 94104 ROBERT HOGUE (415) 677 - 0141 WESTERN CARLSON 120 MONTGOMERY ST. #900 SAN FRANCISCO, CA 94104 BOB BUTIN (415) 677-0141 WESTERN CARLSON 120 MONTGOMERY ST. #900 SAN FRANCISCO, CALIF. 94104 MR. JOE CULBERTSON (415) 677 - 0141 JOHN RYAN COMPANY 3033 EXCELSIOR BLVD. MINNEAPOLIS, MN 55416 CHAD EWALD (612) 924-7879 THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES, AND PERFORMING ALL OPERATIONS NECESSARY FOR, AND PROPERLY INCIDENTAL TO THE CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE NOTED. PROJECT INFORMATION OCCUPANCY: B CONSTRUCTION TYPE: III-N FIRE SUPPRESSION: YES Type: WET SCOPE OF WORK: TENENT IMPROVEMENT OF INTERIOR SPACE FOR RETAIL BANKING. APPROX. 33 L.F. OF NON- BEARING PARTITION, COUNTER SALES AREA, ATM INSTALLATION AND RELATED MECH. AND ELECTOR 465 SQ.FT. CONTRACTOR TO SUBMIT SEPARATE DOCUMENTS FOR FIRE SPRINKLER RELOCATION WORK TO OBTAIN ALL PERMITS FROM AGENCIES REQUIRING REVIEW. MO.0 MECHANICAL COVER MO.1 MECHANICAL GENERAL NOTE MO.2 MECHANICAL SCHEDULES MO.3 MECHANICAL DETAILS MO.4 MECHANICAL DETAILS MO.5 MECHANICAL DETAILS M1.0 MECHANICAL RLFCT'D CEIL'C M2.0 SPRINKLER SPECIFICATIONS M3.0 MECHANICAL SPECIFICATIONS M3.1 MECHANICAL SPECIFICATION' M3.2 MECHANICAL SPECIFICATION`. M3.3 MECHANICAL SPECIFICATION M3.4 MECHANICAL SPECIFICATION M3.5 MECHANICAL SPECIFICATION`. SHEET INDEX u AC.1 COVER SHEET A1.0 FIXTURE PLAN A1.1 FLOOR PLAN A1.2 EQUIPMENT PLAN A2.1 SECTIONS A2.2 BLOCKING SECTIONS A3.1 ELEVATIONS A3.2 ELEVATIONS A4.1 REFLECTED CEILING PLAN A4.2 FLOOR & FINISH PLAN A5.1 DOOR & FINISH SCHEDULE A6.1 CEILING DETAILS A6.2 DETAILS A6.3 DOOR DETAILS A6.4 DETAILS A6.5 TV MONITOR DETAILS A6.6 CEILING DETAILS A6.7 WALL SECTIONS A6.8 ROOF DETAILS A6.9 ATM DETAILS AT1 CEILING FRAMING A8.1 SPECIFICATIONS A8.2 SPECIFICATIONS A8.3 SPECIFICATIONS A8.4 SPECIFICATIONS 111 CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street. Su q6 900 San Francisco, California, 94104 415-677-0141 Fax 415-677-0145 ♦J1 L-' I~ r ~ t L ~ y O 0 C) O C~ °8 M S cyC NO 00 N N r- 404 c~ Date: 9/15/97 TO BANK/STORE/CONST Revisions 9/19/97 FOR CONSTRUCTIOP EQ.1 ELECTRICAL COVER E1.1 LIGHTING PLAN E1.2 POWER & COMM. PLAN E2.1 PANEL SCHEDULE E2.2 ELECTRICAL DIAGRAMS E3.1 TELECOM BK8D. ELEVATIONS E4.1 ELECTRICAL SPECIFICATIONS E4.2 ELECTRICAL SPECIFICATIONS Sheet Title Cover Sheet C'axckea By I I l l l Sheet Number A0.1 Iob No.#: 04-1479 ORIGINAL 11X17 1 3 5 8 8.3 10 13 14 SITE LOCATION MAP 0 CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 s` C.... , z m z Q U m Cn 0 0 ti 0 0 i a Q i v 0 r 3 Li ¢ 0 U 0 cn 5 s E E ~ t 5 ~ 2 . z ~ a a E s ~ ws E oQ L 7.5 EB ~a W U O Z FIXTURE PLAN WELLS FARGO BANK - 465 SF SCALE: 1/8"=1'-0" Q Q . pq 40 ~ O cd O O ~T On N .y Y 1 00 ~N Cd C ~ M 0i W V1 Date : 9/15/97 TO BANK/STORE/CONS1 Revisions Q 9/19/97 FOR CONSTRUCTIOP A A 0 Sheet Title Fixture Plan CheckW By I l l l I Sheet Number PN0RTHT A1.0 ion No.tt: 04-1479 ORIGINAL 11X17 Y CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 d s U eo E a~ E =g s ~a 2 . E 6 LJ U O Z ' FI OOR PLAN 0 SCALE: 1/4"=1'-0 PARTITION LEGEND a (1) LAYER 5/8" TYPE 'X' GYP. (1) LAYER 5/8" TYPE 'X' GYP. BOARD EACH SIDE. FULL HEIGHT \ BOARD EACH SIDE STUDS ® 16" O C META " . 3 5/8". 25 Go. METAL STUDS ® 16" O.C. T ABOVE n . . , 25 Go. L 6 TO UNDERSIDE OF A.C.T. GRID . FULL HEIGHT TO STRUC MEDIUM DENSITY FIBER BOARD F (1) LAYER 5/8" TYPE 'X' GYP. FROM FLOOR TO UNDERSIDE O SOFFIT ABOVE BOARD EACH SIDE C METAL STUDS ® 16" O " (1) LAYER 5/8" TYPE 'X' GYP. . . , 25 Ga. I~ 3 5/8 ~ TO UNDERSIDE OF A.C.T. GRID 1LLLL4 BOARD EACH SIDE, FULL HEIGHT 1 C ^ ~ " O " O LAYER 5/8" TYPE 'X' GYP. . - 6 . , 22 Go. METAL STUDS ® 2 1/2 FULL HEIGHT TO STRUCT. ABOVE N ® B 00 BOARD EACH SIDE \ DS ® 16" O C ST T " EXISTING EXTERIOR STORE CONSTRUCTION . . AL U , 25 Ga. ME 3 5/8 TO UNDERSIDE OF A.C.T. GRI a D 2 1/2" OR 6". 20 Ga. METAL STUDS TO 6" ABOVE SUSP. CEILING. 016" O C 3/4" FIRE RATED PLYWOOD CONTINUOUS BLOCKING . . (1) LAYER 5/8" TYPE 'X' GYP., FULL HEIGHT lab xo.#: 04-1479 C-5177 1 , pq I L O o ~ O ~ U N~ NN N Date: 9/15/97 TO BANK/STORE/CONS1 Revisions Q 9/19/97 FOR CONSTRUCTIOP Ins PROJECT L N 0 R T H Sheet Title Floor Plan Checked lay / / / / / Sheet Number A1.1 ORIGINAL 11X17 - - - - - - - - - - - - - - - - - - - - - - - - - - - 28 34 ABOVE BELOW 6 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fax 415-677-0145 L'J 0 z m Cn 0 n O L~ cn CU Cn v I 0 3 w Cll O U i 0 r- cn z O 0 s° x E Z ~ a~ c E 00 2 . E Z i W _U H O Z 1 ED 1L _I 32 I _ L_ JI 43 \ \~J I I I I/ :_7 46 44 / 24 II -7 I II I I I L _ II I - J 1 42 40 C L5J" TYP_ I 1 l' II 15 BELOW / 26 / 8 9 17 BEL \ \ 25 1 L 5 45 / 10 12 33 WALL - 19 TYP r 6 TY~ . ~1 I I 39 \c L __J 71 EQUIPMENT PLAN - - - - - - - - - - - - 1111 CARLSON CARLSON ASSOCIATES INC. t D, 777 WELLS FARGO BANK - 465 SF EQUIPMENT LIST-USED THROUGHOUT FRONT LOAD ATM LASERCHECK TERMINAL MODULE D CK EY NOT USD OT BOARD K PHONE MODULE POINT OF SALE S ED NO ® SECURITY CAMERAS 11 TYPEWRITER BY VENDOR NOT USED TELLER TERMINAL TELEPHONE MONITOR TELLER TERMINAL ATTALLA KEYBOARD SHARED ADDMASTER 14 INFO WALL NOT USED EQUIP. CABINET 23WX28"0X49"HT 16 LEXMARK PRINTER (IN CABINET) LASERCHECK DISPENSER (ON CART) INSTA-SHRED NOT USED 19 TELLER CABINET UNDER COUNTER ALARM KEY PAD WALL MOUNTED 21 POSTERS NOT USED MOBILE PEDESTAL UNDER COUNTER NOT USED CORD COVER NOT USED 24 FAX/CCPY 32 DESK IDED (ON ART) TERMINAL JRC PROV P.A. SYSTEM -N.LC. 33 FIRE EXTINGUISHER S 41 MONITOR BRACKET ON JRC PROVIDED 26 BAG HOOKS " 34 WET TRASH CAN 42 C8 PLIANCGHIGNAGE AFF WALL MOUNTED 28 " 43 30" x OVAL TABLE 36 27 CARD ACCESS 35 NOT USED PROVIDED J RC NOT USED 44 CUSTOMER HONE 28 SAFE 36 HISTORY BOARD ON COUNTER 41 WX32"DX57"HT NOT USED 45 HOLD-UP BUTTON 2B DEPOSIT VAULT A" 37 CARD FILE SIGNATURE N.I.C. T S W% N OT USED 46 CUSTOMER PC ON COUNTER NOT USED 38 LATERAL FILE CABINET 30 MERIDIAN FILE CABINET 29 1/2"Hx42"Wx18"D SEE NOTE #4 NOT USED 39 LATERAL FILE CABINET 31 NOT USED 39 1/2"Hx36"Wx18"D SEE NOTE #4 SCALE: 1/4 1"-0" PROJECT GENERAL NOTES: N O R T H 1. EQUIPMENT LISTED AND USED PER PROJECT SHALL BE VERIFIED BY TENANT. 2. EQUIPMENT BY C.P.G. UNLESS NOTED OTHERWISE 3. REFER TO ELECTRICAL PLAN (A3) FOR ADDITIONAL INFO. 4. MERIDIAN LATERAL FILES: 38: 2600 SERIES LATERAL FILE CABINET FILE: 2-4218-2NN TOP: T1 BASE: B3 FINISH: P877 "HARVEST" 39: 2600 SERIES LATERAL FILE CABINET FILE: 2 -3518-3-NNN TOP: Ti BASE: 84 FINISH: P872 "THINE" 1 v ~F"! V 1 F o O cd ~ O 0 ct r__ N 0 0(71l 00 w OHO C/) Date: 9/15/97 TO BANK/STORE/CONST Revisions 0 9/19/97 FOR CONSTRUCTIa A 0 Sheet Title Equipment Plan Checked By / / / / / Sheet Number A1.2 .rohNo.#: 04-1479 ORIGINAL M17 Y w m z n rn m N to 0 ti rn N ¢ i rn v i i r 3 Li ¢ 0 U i 0 z °s Q 6 s g E w ~ r a~ ° E . 2 E - o` z _ E ~ C W U O Z SUSP. CLG. A.C.T 12'-0" A.F.F.,' SUSP. CLG. CLG. GRID A6.1 9 -6 A.F.F. SOFFIT - -0'r A- F.F. 0 PROVIDE BLOCKING FOR NIC AWNING SIGN - BY JRC SEE 1/A2.2 PROVIDE BLOCKING FOR NIC SHELF & STANDARDS -BY JRC SEE 1/A2.2 - PROVIDE BLOCKING FOR NIC SHELVING UNIT -BY JRC SEE 1/A2.2 PLAM. COUNTER - BY JRC SUSP.CLG. A.C.T.1 12 -0 A.F.F. SUSP. CLG. .CLG. GRID 9 -6 A.F.F SOFFIT 9 -0 A.F.F. PROVIDE BLOCKING FOR NIC SHELF & STANDARDS -BY JRC SEE 2/A2.2 TELLER COUNTER BY JRC 3 q RIM. A6.1 OPP. HAND E STORAGE ROOM SALES & SERVICE SECTION TELLER SIDE COUNTER - BY JRC SCALE: 1/4"=1'-0' SECTION SALES & SERVICE STORAGE ROOM SCALE: 1/4"=1'-0" VARIES VARIES A6.1 g _SUSP CLG. A.C.T. # 1 il / t 12'-0 A.F.F. 6. X6.7 A6.1 SUSP. CLG. 10 -0 A.F.F. \ GYP. BD. CLG. / 2"DIAM. STL. TUBE FORMED - 9 -0 A.F.F. BY JRC / CANVAS AWING - BY JRC ' PROVIDE BLOCKING FOR NIC ACRYLIC PANEL - BY JRC UPPER CABINET - BY JRC SEE 4/A2.2 P.LAM. BASE PANEL PROVIDE BLOCKING FOR NIC COVER TO ATM MACHINES - PLAM. COUNTERS - BY JRC ATM BY JRC SEE 3/A2.2 MERCHANDIZING POST - BY JRC SECTION SECTION 3 SCALE: 1/4"=1'-0" ~ SCALE: 1/4"=1'-0" CARLSON CARLSON ASSOCIATES INC. 111 ATM ALCOVE SELF SERVICE BAY HOMELINK WELLSOURCE 120 Montgomery Street, Suite 900 Son Francisco. California, 94104 415-677-0141 Fax 415-677-0145 GEORtiE i;. ti rd , O O _O O 00 ctN y 00 ~~~00 w Date: 9/15/97 TO BANK/STORE/CONS Revisions 0 9/19/97 FOR CONSTRUCTIOP 0 Sheet Title Sections Che&ed Ely i i i i I Sheet Number A2.1 Iob No.#: 04-1479 ORIGINAL 11X17 Y z w c~ m Cn m 0 ti cn N i rn Q 0 3 ¢ 0 i 0 cn z r m O ~p E a E ad vE E 0 00 z _ E w U O Z PROVIDE 3/4" F.R. PLYWOOD BLOCKING ENTIRE LENGTH OF WALL r I L 4'_0" I -1F O I I Ilk [D O O ~O I I STORAGE ROOM SALES & SERVICE BLOCKING PROVIDE 3/4" F.R. PLYWOOD BLOCKING PROVIDE 3/4" F.I PLYWOOD BLOCKII ENTIRE LENGTH 0 PROVIDE 3/4" F.R. PLYWOOD BLOCKING ENTIRE LENGTH OF WALL a7 I U7 i SCALE: 1/4'=1 -0 PROVIDE 3/4" F.F PLYWOOD BLOCKIN ENTIRE LENGTH OF WAL HOMELINK BLOCKING SCALE: 1/4"=1'-0" WELLSOURCE BLOCKING SCALE: 1 /4"=1'-0 SCALE: 1/4"=1-0 PROVIDE 3/4" F.R. PLYWOOD BLOCKING ENTIRE LENGTH OF WALL NOTES 1. ALL BLOCKING TO BE INSTALLED BY CAR LSON. 2. ALL FIXTURES TO BE INSTALLED BY JRC . 3. ALL BLOCKING TO BE 3/4" FIRE RAT ED PLYWOOD MOUNTED BEHI ND GYP. BD. U.O.N. 4. SEE A2.1 FOR FIXTURE HEIGHTS. III CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street. Sidle 900 San Francisco, Californio, 94104 415-677-0141 Fox 415-677-0145 C J1 7! ~H `m d. l ~ ~ 4 ^ i 3 f S ct O O ( c~S O O p w b ~ r CC3 ,6 00 r3 e"1 a 00 Cz C/) Date: 9/15/97 TO BANK/STORE/CONST Revisions 0 9/19/97 FOR CONS TRUCT10 0 0 0 0 Shee t Title Blocking Sections J Checked By / / I I / Sheet Number A2.2 rob No.#: 04-1479 ORIGINAL 11X17 Y SALES & SERVICE STORAGE ROOM BLOCKING 9 a O W _ m = z a r ¢ a U E t` m _ m m o ~ r a in ~ E 0 6x rn E m a o m _ Q zo o > g 3 W - L~ L(] '1 y o w i U CD ~ Z z i i EXIST. PAINTED SOFFIT EXISTING CEILING 15'-0" A.F.F. (V.I. STOREFRONT SIGN BY WFB 4'-0" TYP. METAL PLAM. SURROUND METAL PLAM. SURROUND BY WFB FINISH PL. 1 SURROUND SUPPORT # TYPICAL -SEE 1/A6.2 V~ELLS FA GO < z AWNING SIGN BOTTOM OF (E) SOFFIT BY JRC l./ 8'V.I.F. A.F.F. a z a CL \ MONITOR \ BY JRC WELLS FARGO - - \ TELLER "TODAY" KIT BY JRC ATM ATM / COUNTER, BY JRC HEIGHT TO BE / BETWEEN 28" - 34 32'-0" +A EXPRESS BANKING MOBILE CHECK DESK ELEVATION BYMJRCRROUND BY JRC SCALE: 1/4"=1'-0" ~ SUSP CLG. A.C.T. #1 12'-0" A.F.F. A-, BOTTOM OF SOFFIT/A.C.T.#2 V 10'-0" A.F.F. PROVIDE BLOCKING FOR NIC STORAGE CABINET - BY JRC SEE 4/A2.2 PROVIDE BLOCKING FOR NIC P.LAM. COUNTER - BY JRC SEE 4/A2.2 (6") VINYL BASE (TYP.) P1 y ELEVATION SCALE: 1/4 =1--0 M1 NOTE REFER TO DWG.'S 1&2 SHEET A3.2 FOR SURFACE PREP OF WALL TYP. HIDDEN FRAME, DOOR FLUSH TO WALL TELLER SIDE COUNTER - BY JRC I CQLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 F4 ,y G~x ~ 1 =I ~ 41K AA~~ O O cn o3 O as O X03 U 011 r~-1 N 00 CC ~,6 N N • ~ 00 d cf) Date: 9/15/97 TO SANK/STORE/CONSI Revisions Q 9/19/97 FOR CONSTRICTID L 0 Sheet Title Elevations Checked By I l l I l Sheet Number A3.1 lab No.#: 04-1479 ORIGINAL 11X17 CAZLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 w z z ¢ U m m Q 0 a¢i CI] c 0 N m n v I i a 3 Li 0 0 cn z O x E 6 ~ r 2 v c' E s" R E o r ° 2 _ = 8 3 = w U O Z MDF JOINT DETAIL SCALE: 1 /4"'=1.-0 LAMINATE JOINT DETAIL SCALE: 1 /4"=1'-0 .vim l ` e r b.~Er E£ ~t / ~ . G>l'r P'~, O O ~l Y 3U (1.) 00 N N y VJ Date : 9/15/97 TO BANK/STOR:/CONST Revisions 0 9119197 FOR CONST RUCT& A 0 0 Sheet Title Elevations Checked By / / / / / Sheet Number A3.2 Jab No.#: 04-1479 memomm~ ORIGINAL. 11X17 Y ALL MY SEAMS TO BE FILLED WITH RONDO AND SANDED SMOOTH 2'-0° 4'-0„ ECARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 u z 0 Z a 5 Q1 m n cn v 9 U a ~p 8 8 8 E ~a d o~ E mEE 00 z _ E 3 a w U O Z RLF LLI/I CU IiLILIIVU r L/'11V REFLECTED CEILING PLAN SYMBOLS KEY: O RECESSED COMPACT FLUORESCENT 0 O COMPACTSURFACEFLUORESCEN MOUN EDT MONOPOINT F___I UNDER-COUNTER MINI FLUORESCENT M 2' X 2' SUSPENDED CEILING TILE El MECHANICAL GRILLE t SPRINKLER L_ ORIGIN POINT OF CEILING GRID GENERAL NOTES 1. SEE ELECTRICAL FOR LIGHT FIXTURE SPECIFICATIONS. 2. REMOVE (E) SUSPENDED CEILING AND/OR SOFFITS AS RED. FOR CONSTRUCTION. 3. REINSTALL (E) OR (N) CEILING AND/OR SOFFITS TO NEW CONSTRUCTION TO MATCH EXISTING CEILING SYSTEM AND/OR SOFFITS. 4. ALL GYP. CEILINGS SHALL BE FLOATED SMOOTH (NON-TEXTURED) & PAINTED AS NOTED, SEE A4.2 FOR FINISH SCHEDULE. 5. PROVIDE A WALL ANGLE TRIM PIECE AT ALL PERIMETERS OF SUSPENDED CEILING GRIDS INTERSECTING PARTITIONS. SCALE: 1/4"=1 ACOUSTIC CEILING TILE AND GRID NOTES: P R 0 J E C T A.C.T. #1 MANUFACTURER: 2'x2'x5/8" ARMSTRONG 0 R T H SERIES: CORTEGA, MINATONE #2195 SURFACE: NON-DIRECTIONAL COLOR: WHITE EDGE: TEGULAR EDGE GRID: 9/16" EXPOSED "T" A.C.T. #2 MANUFACTURER: 2'x2'x3/4" ARMSTRONG PRODUCT #558 SERIES: CIRRUS 75 SURFACE: NON-DIRECTIONAL COLOR: WHITE EDGE: TEGULAR DROP EDGE GRID: 9/16" EXPOSED "T" A.C.T. #3 MANUFACTURER: ARMSTRONG COLOR: WHITE SERIES: 2'x2' OPEN CLG. GRID GRID: 15/16" EXPOSED "T" (NO CEILING TILES) PERIMETER: SEE DETAIL 4/A6.1 C11 LOCATION OF WALL/SOFFIT FINISH TRANSITION: CARRY FINISH OF SOFFIT FACE ACROSS OF WALL: TRANSITION TO WALL FINISH BELOW TO OCCUR IN ALIGNMENT W/ BOTTOM OF BULKHEAD yF fA T S( SK f; 4 } n 4--1 ~ 1 1M I ~r 7p _Q A~ ;..q U bn~ 11.) 00 ~N v- 00 OHO V] Date: 9/15/97 TO BANK/STORE/CONST Revisions 9/19/97 FOR CONSTRUCTIO Sheet Title Reflected Ceiling Plan Checked By / / / / / Sheet Number A4.1 job No.#: 04-1479 ORTG7NAC. ttxt7 w m z U m m L~l v cn 9 o v E =a d ° E y E 00 z _ W U U z FLOOR AND FINISH PLAN - SCALE: 1/4"=1'-0" WALL/ FLOOR FINISHES: WALL/FLOOR FINISH PLAN NOTES: < PROVIDE FLOOR TRANSITION STRIP BETWEEN CARPET AND P1 SYSTEM OL C1 BENTLY CARPET MILLS VINYL TILE FINISHES. MERCER #710 CARPET TO RESILIENT FORMED TO ALIGN W/RADIUS OF SOFFIT ABOVE. TRANSITION CL COLOORR: # C433--1150 5098 8 C ASSICS STYLE # MONARCH , COLOR TO BE BLACK #101. COLOR # MH328-6862 BOBBOLETTA DIRECT GLUE a PROVIDE SNAP DOWN MERCER "T" THRESHOLD BETWEEN NEW P2 BENJAMIN MOORE PAINTS SATIN FINISH #180 C2 BENTLY CARPET MILLS V1 TILE AND EXISTING FLOORING. MERCER #930 "T" MOULDING MATCH V1 " " , . T TO SNAP TRACK TO BE #970. COLOR OF STYLE # KINGS ROAD P3 BENJAMIN MOORE PAINTS COLOR # KR42B-6036 CHEYENNE DIRECT GLUE a3 FLOOR STRIPS (V2) WILL ALIGN WITH METAL RODS ABOVE AT CEILING - TYP. - NOT USED #1582, SATIN FINISH PL1: PLASTIC LAMINATE #1: ® DOORS TO BE FINISHED TO MATCH ADJACENT WALLS EA. SIDE P4 BENJAMIN MOORE PAINTS WILSONART #6257 SATIN BRUSHED NATURAL ALUMINUM #869, SATIN FINISH "CLG. WHITE" M1 MURAL FINISH BY OTHERS: (31M COMPANY PRODUCT) V1 GTON FLOORING, ESSENTIALS MANNI PREPARE SURFACE AS REQUIRED BY MANUFACTURER COLOR OLOR C #13 1OYSTER WHITE ALL JOINTS SHALL BE FILLED & SANDED SMOOTH 2"x12"x1/8" CONTRACTOR SHALL HAVE MURAL SUBSTRATE PREPARED V2 MANNINGTON FLOORING, ESSENTIALS CG CORNER GUARD: & FINISHED • LAMINATE APPLIED FINISH SUBSTRATE, LAMINATE TO BE COLOR #113 CORNSILK " " " "X1" CLEAR PLASTIC STRIP TO 48" A.F.F. LOW PRESSURE LAMINATE TO MATCH WILSONART x1/8 12 x12 #D456-60, CAFE CREME • VERIFY APPLICATION WITH 3-M MURAL APPLICATION CONTRACTOR 17111 CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 San Francisco, California, 94104 415-677-0141 Fox 415-677-0145 F i 9 µd CC- J 9.e~` 0. 1 -17 7 ; l "P c ~s 114 ^ ti 1 r-j y cn Ct Q U C ct .6 7t tn~ ~ (1) +1 0c) ON r--l 42 00 cn W vJ Date : 9/15/97 TO BANK/STORE/CONSI Revisions Q 9/19/97 FOR CONST RUCT0 Sheet Title Floor & Finish Plan Checked By I / I I Sheet Number 14.2 Jab Na.#: 04-1479 ORIGINAL. 11X17 N O R T H A O O 8 w - c~ m - z E ¢ 8 U E o-, m &i 2 a - E Ei y o0 a mo rn _ v V_ i v - - o } 3 W - W O W i U O ~ Z 0 101 DOUBLE-ACTING 1 314" WOOD DOOR HARDWARE GROUP #1 FLOOR / WALL FINISH NOTES' 1. Flooring Contractor to prepare floor prior to installation to ensure level conditions. General Contractor and Sub-Contractors are responsible to review proposed floor areas and include all preparation work necessary for proper installation of new flooring materials. This is to include all skim coating to level floor areas, patching old floor access areas, etc. 2. Vinyl Base: Base shall be continuous roll, cove base, 1/8" thick, 6" high, pre-moulded corners, black throughout U.N.O. Provide adhesives as recommended by manufacturer for material and surface. 3. Carpet: Furnish carpet materials and install at locations as shown on drawings. Adhesive: Provide a low V.O.C. strippable adhesive as recommended by carpet manufacturer for specified carpet. Surface Preparation: Clean subfloor prior to installation of carpet. Floors shall be clean of all debris and base materials. Fill and level cracks and holes in subfloor. Cracks 1/8' or wider, holes and unevenness shall be filled with a latex based floor filler and the high spots leveled. Installation: Carpet shall be installed with direct glue method according to the manufacturer's specifications. Carpel shall be installed with weave and pattern continuous, some direction, within a tenant space. 4. All painted surfaces to have a satin finish unless otherwise noted. 5. Contractor to submit 8" x 10" paint outs to J.R.C. for approval, prior to job-site application. 6. All products to be as specified, no substitutions will be allowed without prior approval by JRC. 7. See reflected ceiling plan for finishes ® ceiling & bulkheads. See elevations & details for further clarification of finish extents/transitions. VARIES 1 t 0 T STYLE-) 102 SLIDING 1 3/4" WOOD DOOR HARDWARE GROUP #2 mill C4QLS(DN CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Fmncisoo, California, 94104 415-677-0141 Fox 415-677-0145 <c i e liE._ ny,,- u ti~ SOJKIN A G517; i ?-i 4~ 1ARDWARE GROUPS C) p DOOR 4101: DOUBLE ACTING SWING, CENTER HUNG PIVOT OPERATION 1 TYPE: M.D.O. (PAINT GRADE), L.S.L. CORE F• ~ FRAME: PAINT RADE WOOD SEE A4 2 TE ~ p . PI)/LAMINA - FINISH: PAINT O DOOR HARDWARE #1: BOT. PIVOT/ FLOOR CLOSER: RIXSON 502OW SERIES W/EXTENED SPINDLE ;..i o~ Ct 17- TOP PIVOT (CENTER HUNG): RIXSON 340 171- HEAD ROLLER CATCH: GLYNN JOHNSON GJ32 REMOVABLE CORES N btt~ P e--I MORTISE DEADBOLT CYLINDER: CORBIN DL 4017 W/ SCHLAGE M > STOP- FLOOR: (2) GLYNN-JOHNSON F815 ONE-WAY VIEWER IVES #U697 - VIEW OUT TO TELLER AREA NOTE: ALL DOOR HARDWARE FINISHES SHALL BE BHMA #626 (US26D) - N r3 00 DOOR #102: SLIDING POCKET DOOR O CCz TYPE: M.D.O. (PAINT GRADE), L.S.L. CORE 00 Cn FRAME: PAINT GRADE WOOD FINISH: PAINT (Pt) Date: 9/15/97 To anNK/STORF/CCNST Revisions Q 9/19/97 FOR CONST RUCTIOP DOOR HARDWARE #2: POCKET DOOR FRAME TRACK HANGERS DOOR GUIDE DOOR POCKET BUMPER STOP LEADING EDGE DOOR STOP (TRACK MOUNTED) EDGE PULL FLUSH PULL 3 1/2" x 5" MORTISE CYLINDER & CYLINDER HOOK RECEPTOR STANLEY HDWRE. PDF250-01 STANLEY HDWRE. SET PDF250-HDW, 250# CAPACITY L.E. JOHNSON PRODUCTS INC. #1550 GRANT 1/8" STEEL ANGLE 0 Sheet Title NOTE: IVES #230 HIAWATHA #1459C ADAMS RITE #1850 - MOUNT INTO FLOOR ALL DOOR HARDWARE FINISHES SHALL BE BHMA #626 (US26D) SIZE DOOR SUCH THAT DOOR EXTENDS 2" INTO POCKET WHEN FULLY EXTENDED. HANG DOOR WITH 3/4" CLEAR SPACE FROM FLOOR TO BASE OF DOOR. Door & Finish Schedule Checked By / / / / / Sheet Number A5.1 lob No.#: 04-1479 ORIGINAL 11X17 a U O E E 0 oQ z 8 w° U 0 z ACOUSTIC CEILING TILE - SEE A4.1 FOR TYPE A.C.T. CL AG.F..F. 12 -0 5/8" GYP. BD. 5/8" GYP. BD. 5/8" MDF. TO - UNDERSIDE OF GYP. BD. ABOVE SALES & SERVICE 3 5/8" MTL. STUDS @ 16" O.C. TO STRUCT. ABOVE STORAGE ROOM SCALE: 3/4"=1'-0" SUPPORT WIRE EDGE TRIM PIECE - USG INTERIORS: STYLE: COMPASSO HEIGHT: 4" H. A.C.T. GRID 9'-6" F.F. 3 5/8" MTL. STUDS @ 16" O.C. TO STRUCT. ABOVE ACOUSTIC CEILING TILE - SEE A4.1 FOR TYPE _ A.C.T. CLG. 9 -0 A.F.F. 5/8" GYP. BD. WALL BEYOND SCALE: 3/4"=1'-0" 3 5/8" MTL. STUDS @ 16" O.C. TO STRUCT. ABOVE 5/8" GYP. BD. PROVIDE CONT. 3/4" F.R. PLYWD BLOCKING @ UNDERSI OF GYP. BD. CLG IN ATM ALI PROVIDE CONT. F.R. 2"X4" WOOD BLOCKING GYP. BD. BULKHEAD 10 -0 A.F.F. CANVAS AWNING AND CONNE( BY JRC II STL. TUBE BY JRC II SCALE: 3/4"=1'-0" 3 5/8" MTL. STUDS @ 16" O.C. TO STRUCT. ABOVE 5/8" GYP. BD. - EACH SIDE PROVIDE CONT. F.R. WOOD BLOCKING (E) STORE CEILING GYP. BD. BULKHEAD 9 -0 A.F.F. STL. TUBE AND PIN MOUNTING BY JRC SECTION @ OPEN GRID EDGE SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 3 5/8" MTL. STUDS @ 7 `'AlaSON 16" O.C. TO STRUCT. CARLSON ASSOCIATES INC. ABOVE 5/8" GYP. BD 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 F" 415-677-0145 GYP. BD. CLG. 10 -0 A.F.F. PROVIDE CONT. F.R. WOOD BLOCKING (E) STORE CEILING GYP. BD. BULKHEAD 9 -0 A.F.F. h- _(E) STORE FINISH WALL BEYOND SECTION @ CEILING TRANSITION 6 SECTION @ CEILING TRANSITION SCALE: 3/4"=1'-0" i1 " i7 C~ O ~Mr ~ C) c'j O bA~ c ct > c IJ N °O N N y 00 V) Date : 9/15/97 TO BANK/STORE/CONS1 Revisions 0 9/19/97 FOR CONSTRUCTIOP 0 0 Sheet Title Ceiling Details Checked By / / / / / Sheet Number A6.1 Io6 No.x: 04-1479 ORIGINAL 11X17 1 CARLSON CARLSON ASSOCIATES INC. a s U s O s` E "3a z. E rn E oQ z 8 a ~ w U O Z 21 A6z 12"H X 3/4" F.R PLY< CONTINUOUS BLOCKING 3/4" F.R. PLYWOOD CONTINUOUS BLOCKING FASTEN PLAM. FIN TO EXISTING SOFFIT AS REQUIRED 0 1 METAL PLAM. OVER ~ A OVER METAL P LA. N MEDIUM DENSITY MEDIUM DENSITY FIBERBOARD (PL1) FIBERBOARD (PL1) ENLARGED PLAN @ SURROUND SCALE: 3/4"=1'-0" 3 5/8" METAL STUDS W/ 5/8" GYP. BD. EA. SIDE TO STRUCT. ABOVE SEE PLAN FOR WALL TYPES & DIMENSIONS CONT. VERTICAL 2X F.T. WOOD BLOCKING FOR TELLER GATE SUPPORT PROVIDE GYP. BD. EDGE BEAD PAINT EDGE OF MDF (P1) 5/8" MDF TO THE UNDERSIDE OF GYP. SOFFIT ABOVE ENLARGED PLAN © TELLER GATE SCALE: 3/4"=V-0 SECTION © SURROUND BLOCKING AS REQ'D. PAINT REVEAL BLACK I -METAL PLAM. OVER MEDIUM DENSITY FIBERBOARD (PL1) SECTION © SURROUND SCALE: 3/4"=1'-0 5/8" GYI ART. AS SCHEID. FURRING, INSUL., & GYP. BD. VERIFY W/ FIELD SURVEY OF EXISTING WALL TYPE SCALE: 3/4_=1--U 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 n r- t O o cd ® ct O 0 U N o, °O N N N 00 00 r r^ vJ Date: /15/97 TO BANK/STORE/CONST Revisions Q 9/19/97 FOR C ONSTRUCT& 0 0 Sheet Title Details Cbecked By / / I l I Sheet Number DETAIL © GYP. WALL EXIST. WALL SCALE: 3/4"=1'-0" A6.2 lob Na.#: 04-1479 2 X BLOCKING ORIGINAL 11X17 z z a 0 0 U O E S E ~a dE rn 00 4 ~a L..I U O Z 3'-0" OPENING SIZE TO FIXTURE, MIN. PROVIDE CONCEALED STOP IN HEAD TRACK DOOR (F1) POCKET DR. FL. GUIDE @ JAMB 1X HARDWOOD JAMB PAINT TO MATCH WALLS GYP. BD. J-BEAD ~ N 2 1/2" MTL. STUDS @ 16" TO STRUCT. ABOVE 2X WD. BLKG 5/8" GYP. BD., FL. TO 6" ABOVE CLG. 2X WD. BLKG. W/ (2) BUMPER STOPS, LOCATE STOP FOR FULL DOOR RETRACTION DBL. STUD W/ PLYWOOD BLKG STUD BRACE TO STRUCT @ 4'-0" O.C. 2X WD. BLKG. & CROSS BRACING, VERIFY LOCATION W/ HANGER LENGTH 2 1/2" MTL. STUD @ 16" O.C. TO STRUCT. ABOVE NOTE: STOP LEADING EDGE OF TRACK A FEW INCHES SHORT TO _ ALLOW FOR HANGER INSTALLATION & SERVICE REMOVAL (PER MANUF. GUIDELINES, VERIFY) 2X F.T. WD. BLKG. 5/8" GYP. BD. NOTE: 1 4" CLEAR GYP. BD. CORNER BEAD, TYP. PAINT TRACK & CAVITY BLACK "J" BEAD, TYP. DOOR HEAD DETAIL @ POCKET DOOR SCALE: 1 1/2"=V-0" SCRIBE FACE OF CONTINUOUS EDGE PIECE TO MATCH ANGLE OF VERT. POST ATTATCH TO DOOR; EDGE PIECE TO RUN FROM TOP OF DOOR TO 6-1/4" ABOVE DOOR BOTTOM, WITH COUNTERSUNK SCREWS, FILL ALL SCREW HOLES AND PREP FOR PAINT. 2" X 2" MTL. POST STORE FIXTURE COORDINATE EXACT LOCATION W/ DOOR OPERATION PROVIDED BY JRC - SEE 3/A2.1 PLAN DETAIL @ POCKET DOOR SCALE: 1 1/2"=1'-0" 1„ 4 J.T. PARTITION TO WALL F_ RADIUS EDGE FOR PIVOT ACTION 24t„ t 4 PIVOT HINGE, CENTER MOUNTE C~ TOP & BOTTOM OTTOM/ DOOR E AS- -SCTHED. d - J APPLY LAMINATE OVER MDF RECESSED FLOOR HEAD ROLLER CLOSER W/ COVER CATCH. TONGUE PLATE BELOW PLATE FACING EOT.RM PLAN DETAIL @ STORAGE ROOM DOOR SCALE: 1 1/2-=1 -0 LOW PRESSURE LAMINATE APPLIED TO BOTH SIDES OF DOOR. -1X HARDWOOD JAMB AND TRIM 2 x ROUGH FRAMING .3 5/8" METAL STUDS AT 16" O.C. -5/8" MEDIUM DENSITY FIBER BOARD, FILL ALL JOINTS SMOOTH 8" RADIUS ON EACH CORNER will CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, Cclilornic. 94104 415-677-0141 Fu 415-677-0145 GEORGIE r, "OSKIN ~ O O yyy ~ O N 00 cd y O 00 Date : 9/15/97 TO BANK/STORE/CONS? Revisions Q 9/19/97 FOR CONSTRUCTID ln~ Sheet Title Door Details Checked By i i I l Sheet Number A6.3 rob No.#: 04-1479 ORIGINAL 11X1? CAuoN CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fox 415-677-0145 'S YF. [ K~Nl z a U is ai cyn c Q CD i T Q 3 W Q 0 U 0 :n J G U OO 8 E E 8`f a d ° E 5 S' E s o ~ o` E 3 LLJ U O Z POLISH EN( MR. P( 1/4" G GLASS 3 SIM 1EADER WALL GLASS PANEL DETAIL SCALE: 1/2"=1'-0" .--i ,,y • t F'' 2 1 2" MTL. STUD ® 16" O.C. ~ ; TO STRUCTURE ABOVE ~ O O /M~ y WOOD BLOCKING AS NEEDED F 1 0 cd O U a, CEILING AS SCHEO.--'~ ( 5/8" GYP. BD. ct r- r' 4 9'-0"+/- A.F.F. > HEADER - STYLEMARK #110362 BRUSHED STEEL FINISH cn "o M 1 STYLEMARK GLAZING VINYL #22 3 Q~ N N GLASS d 00 C/ l Date: 9/15/97 TO BANK/STORE/COAS1 Revisions 9/19/97 FOR consreucnor SETTING BLOCK (41 STYLEMARK #2260114 M -SILL - STYLEMARK #110219 ED STEEL FINISH 0 BRUSH ANCHOR - STYLEMARK #110358 Q BRUSHED STEEL FINISH Sheet Title FINISHED FLOOR Details 2 GLASS PANEL SECTION cbeaed By SCALE: 1 "=3'-0° Sheet Number A6.4 job No.#: 04-1479 ORIGINAL 11X17 Y w m Z U m m tt~ a 0 Lrl a Q 0 3 Li a 0 U 0 0 O s E ffi t a~ E ~E i E E g sa w U H Z /n1\ a - 9 1 N MONITOR SECTION 1/4" = 1'-0" E) CMU WALL 2 X 4 TO ROOF 6 X 6 SIMPSON HANGER U66 O ~LIS.Y O 3 TV MONITOR DETAIL 1" = 1._0., (N)6x6 '-3 - 16d EACH STUD MPSON H3 STRAP 4 TV MONITOR DETAIL 1" = l'-0" 5 TV MONITOR DETAIL N HANGER PIPE - - 4 BOLTS IF POSSIBLE - BRACE TWO DIRECTIONS MAX. DIA. TO FIT TO WALL AND/OR SOFFIT THROUGH MOUNT 6 TV MONITOR DETAIL 1D CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Froncisco, California, 94104 415-677-0141 Fox 415-677-0145 G ^y y..t.3~ ! P{ O O O c O U CCi r- rT_ V) N 00 N cd O ,,03 00 vJ Date: 9/15/97 TO 6MK/STORE/CONST Revisions L 9/19/97 FOR CONSTRl1CTID Q _ L Sheet Title TV Monitor Details Checked By A A A A A Sheet Number A6.5 Sob No.#: 04-1479 ORIGINAL 11X17 I 2 TV MONITOR DETAIL SALES AND SERVICE AREA STORAGE ROOM L-4 X 8 W/ 2-1/2" O.C. WEDGE ANCHOR EMBEDDED 5" MIN IN CMU -----7 w c~ m z v m m N N ti c O a i Q 0 i 3 w w c 0 U CD CD z 0 S 8 ~ t 5 ~ 2 v ° E 5 mE w E 0 00 z _ E W U O Z STANDARD DETAIL FURRI 17 a r}- v H41 P~41 CEILING SEE CEILING PLAN VERT. SECTION 5/8" GYP. BD. 2 1/2" MTL. STUDS ® 2'-0" O.C. 7/8" FURRING CHANNELS ® 2'-0" O.C. HORIZ. SECTION DETAIL FOR MIN. FURRING 1 1/2" = 1'- 0" POP RIVET ALL TEES TO WALL ANGLE, TYP. -1 RECESSED LIGHT FIXTURE OR OTHER EQUIPMENT 3 SUSPEND 10 GAGE HANGER WIRE AT PERIMETER SUPPORTING MAIN RUNNERS & CROSS RUNNERS (6" MAXIMUM FROM EDGE) WALL ANGLE TRIM TYP. AT PERIMETER 10 GA HANGER WIRE O EACH CORNER OF ALL LIGHT FIXTURES & OTHER EQUIP. WHICH ADDA WEIGHT TO CLG. 4 WIRES-CALIF., 2 WIRES OTHER JURISDICTIONS CONTRACTOR TO VERIFY W/LOCAL CODE . I ~ (WIRES BY INTERIOR CONTRACTOR) 10 GAGE HANGER WIRE AT 4'-0" ON CENTER EACH WAY MAXIMUM CROSS RUNNER TEE MAIN RUNNER 45' TEE 10 GA LATERAL BRACING WIRES 2" MAX FROM MAIN RUNN ER & CROSS RUNNER INTERSECTION _ AT APPROX. 45' EA DIRECTION. LOCATE AT 12'-0" ON CENTER MAX AND 4'-0" FROM WALLS MAX. (LING - TILE NOT TO SCALE _--_--I-_---_--_--_ -0" CLR. MAX. I. Xx 1 4'-0" EXIST WALL/NEW HIGH WALL/SOFFIT: OVERLAP TRACK. 1. WHERE EXIST/NEW HIGH WALL/SOFFI SCREW W/ 3-#IOs IS TO BE USED FOR NEW WALL 20 GA DEEP ~ BRACING. PROVIDE 20 GA CONT TRACK LEG TOP TRACK. TRACK SCREWED TO STUDS W/ 2-#10 X 1 TYP OF NEW WALLS. SCREWS EA STUD FOR MIN 5 STUDS. 2. SCREW STUD TAB TO TRACK W/ 3-#10s MIN. 4g 6" 20GA STL STUD. ICBO #1715 OR #4943. 20 GA CLIP ANGLE W/ 3-#10s EA LEG. EA EN WALL CORNER BRACING DETAIL 3/4 = 1 U 111 CA ISON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 415-677-0141 Fax 415-677-0145 lh l~ G I 01R,G ~Vi\ta_ D' F J' i-i 4 C) 0 cn cs Q c O O U 0, N r 11* F+~ N bA~ C~ Q~ 1 °O N N cd 00 00 00 Date: 9/15/97 TO BANK/STORE/CONST Revisions Q 9/19/97 FOR CONSTRUCTIOP A Sheet Title Ceiling Details Checked By l I I l I Sheet Number A6.6 Tob xo.#: 04-1479 I Y PLAN, SEE ORIGINAL 11x17 Iffill CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Froncisco, California, 94104 415-677-0141 Far 415-677-0145 0 O T' 8 E g av ° E s" g ^E E 0 0 E ~ a lit U O z ATTACH BRACE TO TRACK W/- (2) #8 SCREWS @ EACH STUD ICBO #5202 HEAD PLAN L- ATTACH TO STRUCTURE ABOVE W/ (2) #8 SCREWS PER STUD TYP. ICED #5202 UNDERSIDE OF EXISTING STRUCTURE 3-5/8" METAL STUD BRACE TO STRUCTURE ABOVE @ 4'-0": ALT. EA. BRACE EA. SIDE. SUSPENDED ACOUSTICAL CEILING TILE 3-5/8" 20 GA. METAL STUDS AT 16" O.C. 5/8" GYPSUM BOARD, BOTH SIDES 3-5/8" 20 GA. METAL STUDS AT 16" O.C. #8 SHEET METAL SCREW EACH SIDE AT EACH STUD. 5/32" DIA. X 1-1/4" AT 24" O.C. POWDER ACTIVATED FASTENERS, TYPICAL AT INTERIOR WALLS. ICBO #1290 4" BASE CONTINUOUS SEALANT HEAD PLAN UNDERSIDE OF EXISTING STRUCTURE CONTINUOUS SEALANT TRACK -ATTACH TO STRUCTURE ABOVE W/ (2) #8 SCREWS @ 24" oc. ICBO #5202 EXIST. SUSPENDED ACOUSTICAL CEILING TILE NEW SUSPENDED ACOUSTICAL CEILING TILE 6" 20 GA. METAL STUDS AT 16" O.C. 5/8" GYPSUM BOARD, BOTH SIDES 6" 20 GA. METAL STUDS AT 16" O.C. #8 SHEET METAL SCREW EACH SIDE AT EACH STUD. 5/32" DIA. X 1-1/4" AT 24" O.C. POWDER ACTIVATED FASTENERS, TYPICAL AT INTERIOR WALLS. ICBO #1290 4" BASE CONTINUOUS SEALANT kY: (i.Y~ . O O F+i d n C d ~U (1) 00 00 00 Date : 9/15/97 TO BANK/STORE/CONST Revisions Q 9/19/97 FOR CONSTRUCT& Sheet Title Wall Sections Checked 13Y / / / / / Sheet Number INTERIOR PARTITION SCALE: 1 "=1 FULL HEIGHT PARTITION SCALE: 1"=1 A6.7 Sob No.#: 04-1479 ORIGINAL 11x17 @ SUSP. CEILING s E 2 v E E 0 0 0 2 . E - a W O Z JOIST OR BEAM PER STORE PLAN \ MECHANICAL UNIT ABOVE L NOTE: I \ \ / / I REFER TO MECHANICAL A / DRAWINGS FOR LOCATION AND I SIZE OF ROOF OPENINGS L4x4xl/4 L6x4x5/16"x6" (TYP.) IV 6" A SECTION FRAMING 0 ROOF OPENING ETAL DECK L 2x2x3/16 BETWEEN TOP & BOTTOM CHORD (TYP. EA. CORNER AND 5'-0" O.C. MAX.) N.T.S. (NEW CONST.) N.T.S. 2x2 TREATED WD. NAILER PREFABRICATED CURB BASE FLASHING OVER ROOFING SYSTEM COMPATIBLE W/ EXISTING. EXTEND ROOFING & BASE FLASHING UNDER FLASHING CAP EXISTING ROOFING & AGGREGATE EXISTING ROOF INSULATION FASTEN DECK TO NEW ANGLES W/ 12-24X7/8' LONG TEK SCREWS - 12"oc. EXIST. METAL DECK 4x4xl/4 STL. ANGLE SUPPORT ® FULL PERIMETER OF CURB 4"x 6"x 1/4" METAL PLATE 4'-0" 0, C. (4 MIN. - 1 ® EA. CORNER) WELDED TO CURB & ANGLE ROOF CURB (9 STEEL FRAME 1 1/2"=1 -0 PARAPET ON NEW MECH) mill CA ISON ROOF CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 9170 San Francisco, California, 94104 415-677-0141 Fox 415-677-0145 ",'h;"rl S() ' S L11i 2 )SECTION 1 N.T.S. -JL J / r 7'-0" PARAPET WALL c') cd I Q m O NEW ME HANICAL UNIT b"'~: U / - > n _ c~ `o - (E) METAL ROOF AA'' ~ c (E) CONC. BLOCK W C'n CC$ EXTERIOR WALL 00 C/] Date_9/15/97 TO BANK/STORE/CONST Revisions Q 9/19/97 FOR CONSTRUCTIOP 2 Sheet Title / \ I Roof Details Checked By BANK BELOW Sheet Number A6.8 3 PARTIAL ROOF PLAN N.T.S. 706 No.#: 04-1479 mmox~ ORIGHiAL 11X17 CARLSON CARLSON ASSOCIATES INC. 120 Montgomery Street, Suite 900 Son Francisco, Colifornio, 94104 415-677-0141 Fax 415-677-0145 c 0 C T 8 E $ 2 v z v~ E E 2 . E Z ~a LI_i O Z r- T3I PLAN VIEW Fig.101 FORWARD REACH TO AWS 'k t 15'1 CONSUMER 1.1Cr.1TOP TOP LINE TCP FLINCTICH KEY . I KET50ARO TOP F.OM~ «I m - CEFCSIT SLOT CNlcN STATEMENT FF'dIrER O ECEIPT PFVTE= O ARD REACER PRESO R O 0 FASCIA FRONT VERTICAL EDGE PERSPECTIVE STATEMENT CONSUMER TOP CONSUMER OR DEPOSIT KEYBCARO FUNCTION MONITOR PASSBOOK CONSUMER CARD SLOT TOP R04 KEY TOP LINE PRINTER PRINTER READER PRE SV4TTER O © © O O O © ` V HEICHT (FROM BOTTOM OF SAFE 1 744 t241ji'1 996 (36%9 IIT2 (461/4" 1303 151/4'] 1265 149'j'K' 1155 t95%Zh 1074 (4P/e0 775 UO'/iI DEPTH (FROM FRONT VERTICAL EDGE OF FASCN> ) 512) 111147x'1 145 (5'7x 9 191(71/21 42 (1'1x7) I SIT. 1 I6 1%) 0 to) ACCESSIBLE ATM NTS -77, L"5 C O O U C'k r~ c 00 (D e0 ()D Vl Date : 9/15/97 TO BANK/STORE/CONST Revisions 0 9/19/97 FOR CONSTRUCT& Sheet Title ATM Detail Checked By / / Sheet Number A6.9 .Toro No.#: 04-1479 ORIGINAI.11X17 m z U m m ti N ti c 0 m m i m v i v 0 i a 3 w 4 U] 0 v i 0 c~n z i .u°. a B 8 8 8: a ~ c U a E s" g 8 a E a o z E 4 2 w U U Z 2.22 08110 HOLLOW METAL FRAMES Not Used. See Supplemental Specifications. 2.23 08110 HOLLOW METAL DOORS Not Used. See Supplemental Specifications. 2.24 08211 WOOD DOORS. A. Interior Solid Core Doors for Opaque Finish: As follows: 1. Faces: Any closed-grain hardwood or mill option. 2. AWI Grade: Custom or Better. 3. Construction: AWI PC-5, particleboard core, 5 ply construction or better. B. Shop prime exposed portions of doors field-applied opaque finish with one coat of wood primer specified in Section 00900 Painting. 2.25 08140 ALUMINUM ENTRANCES AND STOREFRONTS. Not Used. See Supplemental Specifications. 2.26 08710 DOOR HARDWARE A. Manufacturers: Subject to compliance with requirements, provide products by manufacturers for various products listed below. 1. Butts, Hinges, and Pivots: Hager, Stanley, Rixon, or equal. 2. Cylinders: Schlage, cylinders to be provided by owner. 3. Locksets: Schlage. 4. Bolts: Builders Brass, Ives, Quality, Stanley. 5. Exit/Panic Devices: Monarch, VonDuprin. 6. Push/Pull Units: Ives. 7. Overhead Closers: Dorms, LCN, Norton. 8. Smoke-Activated Closers: Dar-O-Motic, Norton. 9. Kick, Stop, and Armor Plates: Baldwin, Brookline, Corbin, Russwin, Hager, Hiawatha, Ives, Triangle Brass. 10. Door Striping and Seals: Pemko, Reese. 11. Automatic Drop Seals and Astragals: Peri Reese. 12. Sound Striping: Pemko, Reese. B. Locks, Latches, and Bolts: 1. Heavy duty locksets with latch bolt, lever handles as applicable, and UL listed and labeled where required. 2. Strikes: Wrought box strikes with extended lip for latch bolts, except open strike plates may be used in wood frames. Provide dust-proof strikes for foot bolts. C. Overhead Closers: Provide fully adjustable closers. D. Holders, Stops, and Bumpers: Provide grey rubber exposed resilient ports. 1. Finish exposed metal to match hardware. E. Access: Comply with Americans with Disabilities Act Accessibility requirements and comply with other state and local jurisdictions as required. 2.27 08800 GLASS AND GLAZING A. Sizes: Fabricate glass of thicknesses indicated and to sizes required for glazing openings indicated with edge clearances and tolerances complying with recommendations of glass manufacturer.. 8. Primary Glass Products: Comply with ASTM C1036 for the following: 1. Clear Glass: ASTM C1036, Type I, Class 1, Quality q3, select glazing quality clear float glass. 2. Clear Tempered Glass: ASTM C1048, Kind FT, Condition A, Type I Quality q3, select glazing quality, fully tempered, clear float glass. C. Glazing Sealant: Comply with sealant and gloss manufacturers recommendations for selection of glass sealants which suit project application and installation conditions and which are compatible with surfaces contacted. Provide color of exposed sealants indicated or as selected by Architect. 1. 1-Part Acid-Curing Silicone Glazing Sealant: ASTM C920; Type S, Grade NS; Class 25; Uses NT, G, A. and, as applicable to uses indicated. D. Dense Etostometric Compression Seal Gaskets: ASTM C864, extruded or molded neoprene, EPDM, or thermoplastic polyclefin rubber. will CARLSON E. Cleaners, Primers, and Sealers: Type recommended by manufacturer of goskets/seolonls. CARLSON ASSOCIATES INC. F. Blocks and Spacers: Neoprene, EPDM or silicone as required for compatibility with glazing sealants; of 80 to 90 Shore A hardness of setting blocks and, for spacers and edge blocks, of hardness recommended by gloss and sealant manufacturer 120 Montgomery Street, Suite 900 for application indicated. San Francisco, California, 94104 415-677-0141 Fox 415-677-0145 2.28 09200 LATH AND PLASTER ' Not used. See Supplemental Specifications. ;f Y F '1a 2.29 09250 GYPSUM DRYWALL E ' A. Manufacturers: Subject to compliance with requirements, provide gypsum board and related products by one of the A{, r~ ~,LIL J. following: g~'•-~•'•,v E 1. Centex American Gypsum Co.; Domtor Gypsum Co.; Georgia-Pacific Co.; Gold Bond Building Products Div.; National Gypsu m Co.; United States Gypsum Co. ;<.•~'t %;-`j i ' B. Steel Framing Components for Suspended Ceilings: As follows, sized per ASTM C754, unless otherwise indicated: - EC=t 1. Cold-Rolled Steel Channels: 0.0598" thickness of base metal and 7/16" wide flanges, protected with rust-inhibitive ' paint, and as follows: a. Carrying Channels: 2" deep, 590 lbs. per 1000 ft. .r: b. Furring Channels: 3/4" deep, 300 its. per 1000 fl. iy-4 `V ) 2. Wire Hangers and Ties: ASTM A641, soft, Class 1 zinc coating. 3. Concrete Inserts: Embedded type capable of sustaining a food equal to 3 limes that imposed by ceiling construction, a con determined from testing per ASTM E488 calculated loading. ASTM C645 Ch l F o 'b ez . anne 4. Steel Rigid urring s: y y ~ ) d to reduce sound transmission n l t d i t ' i f t " " u+ J . es g a e urer s spec a ype , provide manu ac Resilient a. Where shown as U C\ 5. Steel Studs for Furring Channels: ASTM C645. ' ct N s standard direct hung grid system composed of main beams with cross furring 6. Grid Suspension System: Manufacturer i members which interlock to form a modular supporting network, and conforming with ASTM C645 and C754. See e- drawings and details. C. Steel Framing for Walls and Partitions: Comply with ASTM C754, maximum deflection of L/240, and the following: ~ 1. Steel Studs and Runners: ASTM C645, 0.0179" base metal thickness unless otherwise indicated. (1) OC N 2. Steel Rigid Furring Channels: ASTM C645, 0.0179 inch base metal thickness, halshoped. (D M a. Where shown on "Resilient", provide manufacturer's special type designated to reduce sound transmission. 000 Cn 3. Z-Furring Members: Zee-shaped, 0.0179" base metal thickness, steel, galvanized, ASTM A525, G60; for mechanical B/15/87 To enNx/sroaE/caesT t D attachment of insulation to masonry/concrete walls, a e : Revisions D. Gypsum Board: Provide gypsum board of types indicated in maximum lengths available to minimize end joints: L 9/19/97 FOR CONSTRUCT& A. Type: Regular, unless otherwise indicated ' ' 0 where fire rating is required. b. Type: Type X c. Edges: Tapered. E. Trim Accessories: ASTM C840: Manufacturer's standard trim accessories, including corner bead and edge trim of beaded type with face flanges for concealment in joint compound except where semi-Finishing or exposed type is indicated. Sheet Title 1. Provide corner bead formed from galvanized steel. 2. Provide Flex Bead plastic corner bead at radius soffit. Sp ecifications F. Gypsum Board Joint Treatment Materials: ASTM C475 and ASTM C840, and as follows: 1. Joint Tape: Paper reinforcing tape, unless otherwise indicated. 2. Drying-Tape Joint Compounds: Factory-prepackaged, vinyl-based products complying with the following requirements: Checked By ! ! 7 ! I a. All purpose compound formulated for use as both taping and topping compound. Sheet Number G. Miscellaneous Materials: As Follows, recommended by gypsum board manufacturer: Gypsum Board Screws: ASTM C1002. A8.3 iab Na.#: 04-1479 ORIGINAL IIX17 w CIO z m N N ti cn 0 m i c 0 3 rr~ 0 U i 0 rail z ¢ 2.30 09511 ACOUSTICAL PANEL CEILINGS A. Mineral-Base Panels with Painted Finish: Type III units per ASTM E1264 complying with the following: 1. Lightly Textured Pattern: Units matching pattern indicated by reference to manufacturer's standard pattern designations, and as follows: a. Color/Light Reflectance Coefficient: White/LR 0.75. b. Noise Reduction Coefficient: NRC 0.55 - 0.65. c. Edge Detail: Beveled Tegular. d. Size: As shown on drawings. e. Products: As shown on drawings. B . Non-Fire Resistant - Rated Direct - Hung Suspension Systems: As follows, with hangers, attachment devices, and edge moldings and trim. Suspended Ceiling System shall comply with ASTM C636 and E580. 1. Narrow-Face Capped Double-Web Steel Suspension System: Runners roll-formed from pre painted or electrolytic "C zinc coated cold rolled steel sheet, with pre finished 9/16" wide metal caps on flanges; and as follows: a. Face Design: Flush capped faces without slot or reveal. a 9 b. Structural Classification: Intermediate-Duly System. c. Cap Material and Finish: Steel sheet painted white. d. Cap Material and Finish: Steel sheet with white painted finish. O e. Products: As shown on drawings. U m 2. Provide flexible wall angle at curved soffit. $ 2.3 1 09660 RESILIENT TILE FLOORING A. Vinyl Composition Floor Tile: Products complying with ASTM F1066, Composition 1 (non-asbestos formulated and with requirements specified below). 1. Class 2; Wearing Surface: smooth; Thickness: 1/8"; Size: 12" X 12'; Color: As shown on drawings. 2. Product: Excelon Supreme, Armstrong World Industries, Inc., or equal as shown on drawings. _ S . Vinyl Accessories: Components matching tile indicated above, by some manufacturer. C . Adhesives: Water-resistant, non-toxic type recommended by manufacturer to suite resilient flooring product and substrate conditions indicated. g 2.32 09678 RESILIENT WALL BASE AND ACCESSORIES E A. Resilient Wall Base: Products complying with FS SS-W-40, Type II, and with requirements specified below. - 1. Style: Cove throughout floor, Height: 4"; Corner: Premoided; Surface: Smooth; Color: - As shown on drawings. 2. Product: Commercial Vinyl Wall Base as shown on drawings. - B. Vinyl Accessories: Components matching tile indicated above, by some manufacturer. =u C. Adhesives: Water-resistant, non-toxic type recommended by manufacturer to suite resilient flooring product and substrate conditions indicated. - 2.33 09680 CARPET E =2 A. Product: As shown on drawings. E B. Adhesives: Water-resistant, non-toxic and non-staining as recommended by carpet manufacturer to comply 'e P with flammability requirements for installed carpet. C. Carpet Edge Guard: Extruded or molded heavy-duty vinyl or rubber; size and profile indicated; minimum 2" wide a anchorage flange; manufacturer's standard colors as shown on drawings. t s _ D. Seaming Cement: Hot-melt adhesive tape or similar product recommended by carpet manufacturer for taping seams and butting cut edges at backing to form secure seams and to prevent pile loss at seams. n ~ 2.34 09695 CARPET TILES - Not used. See Supplemental Specifications. a 2035 09900 PAINTING w A. Acceptable Manufacturer's: Benjamin Moore, Fuller O'Brien, Dunn-Edwards, Sinclair, Sherwin Williams. Catalog numbers U indicated under Painting Systems ore Sherwin Williams, unless otherwise noted. O z mill CARLSON B . Painting Systems: CARLSON ASSOCIATES INC. 1. Gypsum Board: Eggshell Latex 120 Montgomery Street. Style 900 1st Coat: ProMor 200 Eggshell Wall Primer San Francisco, California, 94104 2nd Coat: ProMor 200 Eggshell Enamel 415-677-Of41 Fox 415-677-0145 3rd Coot: ProMor 200 Eggshell Enamel _ , 2. Gypsum Board: Semi Gloss Latex v. 1st Coat: ProMor 200 Latex Wall Primer ° 2nd Coat: ProMor 200 Latex Semi-Gloss Enamel VA <.,'~.y 3rd Coat: ProMor 200 Latex Semi-Gloss Enamel 3. Ferrous Metal, Shop Primed: Semi-Gloss Enamel 1st Coat: Touch-up damaged areas of shop coot ` 2nd Coat: ProMor Alkyd Semi-Gloss Enamel 3rd Coat: ProMor Alkyd Semi-Gloss Enamel iE 4. Wood: Semi-Gloss Enamel isl Cool: ProMar 200 Alkyd Enamel Undercocter r--1 .Li 2nd Coat: ProMor 200 Alkyd Semi-Gloss Enamel Gl l M 200 Alk d S i E d C t P ?~i j / name or y em - oss 3r oa : ro ~ O J 0 C. General: Provide Painting of exposed items and surfaces not pre finished, as required for complete finish installation. D. Standards: Provide materials approved for use by applicable air quality management district for limitations of volatile O C~ O organic compounds (VOC) for architectural coatings. '0 E. Points: As specified, top quality lines with spread and total mil thickness as recommended by manufacturer. r , F. Primers, Undercook, and Barrier Coals: Best quality products as recommended by paint manufacturer for substrate ET _ ~ and finish; provide by some manufacturer as finish points. ~ r-1 1:1 G. Preparation and Application: Comply with manufacturer recommendations for types of substrates and specified paint ix " systems. r~ M (1 ) 00 y H. Colors: As shown on drawings. . (D v~-I c 2.26 09960 VINYL WALL COVERINGS 00 C/) No t used. See Supplemental Specifications. 2.37 15250 WINDOW COVERING Date: 9/15/97 To BANK/STORE/coeSr Not used. See Supplemental Specifications. Revisions 9/19/97 FOR CONSTRUCTIOP 0 Sheet Title Specifications Checked By I I I l l Sheet Number A8.4 job No.#: 04-1479 ORIGINAL 11X17 Y al CARLSON a a 0 e ~P ~w ~a a o~ a~ E E E 3 as L; w U O Z MECHANICAL DRAWINGS INDEX MECHANICAL SYMBOLS LIST SYMBOL DESCRIPTION M0. 0 MECHANICAL DRAWINGS INDEX & SYMBOLS LIST RECTANGULAR SUPPLY DUCT M0. 1 MECHANICAL GENERAL NOTES RECTANGULAR RETURN DUCT M0. 2 MECHANICAL SCHEDULES BUTTERFLY VOLUME DAMPER (W/ LOCKING QUADRANT OPERATOR) M0. 3 MECHANICAL DETAILS M0. 4 MECHANICAL DETAILS ACOUSTICAL LINING (SIZE IS CLEAR INSIDE DIMENSION) M0. 5 MECHANICAL DETAILS FLEXIBLE (INSULATED) DUCT M1. 0 MECHANICAL HVAC PLAN M2. 0 MECHANICAL SPRINKLER SPECIFICATIONS ROUND DUCT M3. 0 MECHANICAL SPECIFICATIONS M3. 1 MECHANICAL SPECIFICATIONS CEILING SUPPLY DIFFUSER M3. 2 MECHANICAL SPECIFICATIONS (W/ TYPE, VOLUME & THROW) M3 .3 MECHANICAL SPECIFICATIONS M3 .4 MECHANICAL SPECIFICATIONS 250 CFM M3 .5 MECHANICAL SPECIFICATIONS CEILING RETURN DIFFUSER (W/ TYPE & VOLUME SHOWN) 250 CFM (D-EQUIPMENT EQUIPMENT TYPE DESIGNATION UNIT NUMBER CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 Son Froneisco, California, 94104 415-677-0141 Fax 415-677-0145 o a~ o Ct ~7 OR n Date: 9/19/97 For Const. Revisions D D. Sheet 15tle Mech. Drawings Index & Symbol; CbetkedBy / f / / / Sheet Number MO.O job I4o.Y: 04-1479 ORIGINAL 11X17 P a O a r E a. r a r E 's 'z E - 2 c WI U O Z MECHANICAL GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. 2. CONTRACTOR SHALL VISIT SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING PROPOSAL. ADJUST EXISTING PIPING AND DUCT WORK IF REQUIRED TO ACCOMMODATE NEW WORK. 3. COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, AND STRUCTURAL DRAWINGS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. TO BE IN CONTACT WITH ANY EQUIPMENT. 4. COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR. SUB- CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING. 5. OBTAIN WRITTEN PERMISSION OF ARCHITECT BEFORE PROCEEDING WITH ANY CUTTING OR PATCHING OF STRUCTURAL SYSTEMS. INSTALL ALL PIPING AND DUCT AS HIGH AS POSSIBLE. 6. COORDINATE NEW ROOF OPENINGS AND PENETRATIONS UNLESS OTHERWISE INSTRUCTED BY ARCHITECT WITH ORIGINAL ROOFING CONTRACTOR. 7. FURNISH AND INSTALL MATERIALS, EQUIPMENT AND LABOR AS SHOWN AND AS NECESSARY FOR COMPLETE WORKABLE SYSTEM. 8. RESTORE ALL DAMAGE RESULTING FROM YOUR WORK AND LEAVE PREMISE IN CLEAN CONDITION WHEN FINISHED WITH WORK. 9. CONNECT ALL EQUIPMENT FURNISHED UNDER OTHER TRADES AS REQUIRED. 10. NOTIFY LANDLORD 48 HOURS IN ADVANCE BEFORE ANY EXISTING SYSTEM IS SHUT DOWN. 11. PROVIDE TWO SETS OF "AS-BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICES CONTRACTS, GUARANTEES, ETC., ONE FOR THE OWNER AND ONE FOR THE BUILDING MAINTENACE DEPARTMENT. 12. PROVIDE AND COORDINATE WITH ARCHITECT INSTALLATION OF ACCESS PANELS REQUIRED FOR MAINTENANCE AND INSPECTION OF ALL EQUIPMENT. 13. OBTAIN A COMPLETE SET OF AS-BUILT DRAWINGS OF EXISTING CONSTRUCTI FROM THE LANDLORD FOR INFORMATION ON EXISTING CONDITIONS. 14. LOCATE NEW HEAT PUMP UNIT ON CURB TO SPREAD WEIGHT ON EXISTING ROOF STRUCTURE. 15. EACH SYSTEM OF PIPING AND DUCTWORK SHALL BE PRESSURE TESTED IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS. 16. EACH SYSTEM OF PIPING AND DUCTWORK SHALL BE CLEANED OF ALL FOREIGN MATERIAL AND ROUGH SPOTS PRIOR TO BEING PLACED IN SERVICE AND BEFORE OPERATIONAL TESTS ARE PERFORMED. 17. CONTRACTOR SHALL PERFORM TESTING AND BALANCING OF AIR SYSTEM. BALANCE AIR FLOW AT ALL SUPPLY DIFFUSERS AND RETURN AIR GRILLES TO AIR QUANTITIES INDICATED. SUBMIT BALANCE REPORT FOR REVIEW. 18. DURING ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL MAINTAIN ADEQUATE FIRE EXTINGUISHERS READY FOR USE IN CASE OF FIRE. 19. VERIFY ALL CONNECTIONS TO EXISTING WORK. 20. PROTECTION OF PUBLIC: THE CONTRACTOR SHALL PROTECT THE GENERAL PUBLIC FROM INJURY DURING PROGRESS OF THE WORK BY POSTING WARNING SIGNS, GUARD LIGHTING AND BARRICADES. 21. ALL WORK AND MATERIALS SHALL CONFORM TO LANDLORDS BUILDING STANDARDS. 11111 CAR-SON CARLSON ASSOCIATES, INC. onlgomery Street, Suite 900 roncisco, Colitam,a, 94104 7-0141 Fox 415-677-0145 C) ~ 1-1 0 O r ct C:6 a, .--r 00 3 3 00 00 n Cn Date: 9/19/97 For Const. Revisions 0 O D Sheet Title Mechanical General Notes Checked By / / / / I Sheet Number M0.1 7abNa.e: 04-1479 ORIGINAL IM? mill CARLSON 6 CARLSON ASSOCIATES, INC. ill Montgomery Streel, Suite 900 S Francisco, Califamia, 94104 415 77-0141 Fox 415-677-0145 0 m Q1 m Q ti cn cn U N O / Q 0 3 W W ¢ 0 U / 0 z S O s a `x E ad o E 'i 4 0 E 2 as w U O Z HEATING, VENTILATION, & AIR CONDITIONING EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER MOUNTING REMARKS Gp 1 GAS HEAT, ELEC. COOLING PACKAGED UNIT W/ ECONOMIZER CARRIER 48HJE-004-501 (3 TON) ROOFTOP VERTICAL DOWNFLOW W/ FACTORY ELECTRONIC PROGRAMMABLE THERMOSTAT & 14" ROOF CURB. W/ FACTORY SERVICE OPTION PACKAGE 'H': DURABLADE ECONOMIZER, NON-FUSED DISCONNECT SWITCH & 115-V CONVENIENCE OUTLET. GAS PACK SPECI F ICATIONS SCHEDULE ELECTRICAL DATA NOMINAL (VOLTAGE-PH-HZ) 208/230-3- 60 AIRFLOW (CFM) @ ESP ("WG) COOLING CAPACITIES 1200 @ 0.40 (STD. 890 RPM) 95-F CONDENSER (EDB 62-F EVAPORATOR EWB VOLTAGE RANGE 187 TO 254 TOTAL CAPACITY (1000 BTUH) 34.9 COMPRESSOR (RLA) 10.3 SENSIBLE CAPACITY (1000 BTUH) 32.5 OUTDOOR FAN MOTOR (FLA) 0.7 GAS HEATING INPUT (1000 BTUH) W/ #36 ORIFICE 42/60 INDOOR FAN MOTOR (FLA) 4.9 GAS HEATING OUTPUT (1000 BTUH) @ 5283' ELEV. 34/48 COMBUST ION FAN BLOWER (FLA) 0.57 GAS CONNECTION 1/2" NPT MINIMUM CIRCUIT AMPACITY 24.5 UNIT WEIGHT 564 LBS MAXIMUM FUSE OR HACR BREAKER (W/ HTR) 30 CURB WEIGHT 115 SEASONAL ENERGY EFFICIENCY RATIO (SEER) 13.00 TOTAL WEIGHT 679 LBS SUPPLY DIFFUSER & RETURN AIR GRILLE SCHEDULE TAG DESCRIPTION MANUFACTURER MOUNTING REMARKS AO CEILING SUPPLY DIFFUSER TITUS 250-AA T-BAR CEILING ADJUSTABLE SQUARE CEILING DIFFUSER, ALUMINUM, TYPE 3 BORDER, #26 WHITE, SQUARE TO ROUND TRANSITION PIECE - NO LABOR COLLARS. ~B CEILING RETURN AIR GRILLE TITUS PAR-AA T-BAR CEILING PERFERATED RETURN GRILLE, ALL ALLUMINUM, 24"X24" MODULE TYPE 3 BORDER, #26 WHITE,ROUND NECK, SIZE PER DWGS. td I rLj ct s O ~O U ct a, ~F h N bA ~ e-T Date: 9/19/97 For Const. Revisions 0 L 0 . 0 Sheet'ntle Mechanical HVAC Schedules CheckedW i r r I l Sheet Number M0.2 jab No.#: 04-1479 wnmmm~ ORIGINAL 11X17 CARLSON a e O 8 E ~a ae ar ~o E _x E E 3 8 y U O Z MECHANICAL HEATING, VENTILATION, & AIR CONDITIONING DETAILS TURN LEAD FLASHING DOWN INSIDE PLUMBING VENT PIPE 2" SEALANT MECH. UNIT, SET LEVEL 1/2" X 1 1/2" NEOPRENE GASKET ALL AROUND NAILER AND RIGID INSULATION, CON- STRUCTED TO MATCH SLOPE OF ROOF. NG DIA. X 3 1/2" LAG SCREWS @ CORNERS 4 O.C., ALL AROUND. ROOFING FELT ROOFING MATERIAL z DRAW BAND CN I 4 LB LEAD PIPE JACKg FURNISHED BY TRAD o RESPONSIBLE FOR z PENETRATION. SET FLANGES IN ASHPHALT PLASTIC ROOF CEMENT w OVER ROOFING PLIES 2 PLY COMPOSITION STRIPPING ROOF INSULATION \-ROOF DECK MECHANICAL ROOF PENETRATION DETAIL NTS WOOD JOIST OR ADD'L BLOCKING BELOW SHEATHING PER STRUCTURAL DWGS., TYP. L3 MECHANICAL HVAC ROOF CURB DETAIL NTS HANGER STRAP SIZE AS RECOMMENDED BY SMACNA. LOAD RATED EASTERNERS. SLING TO AVOID DISRUPTION OF INSULATION. PROVIDE BRACING PER SMACNA SEISMIC RESTRAINT GUIDE. MECHANICAL HVAC ROUND DUCT STRAP HANGER DETAIL NTS CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 Son Francisco, California. 94104 1115-677-0141 Fox 415-677-0145 Ct 64 O O MM F+i O U m Q, 0o 00 00 n Cn Date: 9/19197 For Const. Revisions 0 D Sheet Title Mechanical HVAC Details harked By Sheet Number M0.3 .job No.#: 04-1479 ORIGINAL 1X17 24" DIA. MAX. a S c~ a OO r E c5 T t~ a. sS E E e za as w U O Z MECHANICAL HEATING, VENTILATION, & AIR CONDITIONING DETAILS 01 CARLSON CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 115-677-0141 Fax 415-677-0145 Ce 1~ <N V ~ rI \ E~ SQUARE TO ROUND - NECK ADAPTOR & OBD TO STRUCTURE ABOVE MOUNT ON DIAGONALLY OPPOSITE CORNERS IN SEISMIC ZONES 2, 3 & 4 PER UBC. SHEET METAL SCREW AT (4) SIDES FLEXIBLE DUCT DUCT SUPPORT (MAX. 6'-0") TO STRUCTURE MECHANICAL FASTENERS (TYP.) DUCT SEALER 3" DEEP TRAP INE. s O O MM r3 U ~ ~ F+1 N bA ~ e -t 00 M N r--I 00 4-j V) Date: 9/19/97 For Const. Revisi ons 0 0 Sheet Title Mechanical HVAC Details MECHANICAL HVAC FLEX DUCT CONNECTION DETAIL NTS MECHANICAL HVAC CONDENSATION DRAIN DETAIL NTS Checked By / I / / / Sheet Number M0.4 sobxo.#: 04-1479 ORIGIIiAI. 11x17 a 3 a O a x E ad ax E E a _o ~o E E - zce Z a WI U H O Z MECHANICAL HEATING, VENTILATION, & AIR CONDITIONING DETAILS CONTINUOUS ROOF DECK UNDER UNIT EXCEPT AT ROOF PENETRATIONS. COVER DECK COMPLETELY INSIDE CURB W/ 2" RIGID 3 PCF DUCT LINER. SEAL AROUND DUCTS TIGHTLY W/ INSULATION TO ELIMINATE NOISE LEAKS. 1 3'-1 1 5/16" W/1" INTERNAL OUTSIDE AIR SUPPLY HOOD TO ECONOMIZER 14" ROOF CURB 48HJD/E FLEXIBLE CONNECTIONS SA I I I W/1" INTERNAL LINING I I I r`~ - i'I I L- Ft-- , RA L-J NOTE: VERTICAL DUCTS SHALL BE FULL SIZE OF UNIT CONNECTION, TRANSITION DUCTS TO SIZES REQUIRED ON FLOOR PLANS SCALE: 1/2" = 1 DUCT INSULATION PER SPECIFICATIONS DUCT LINER TERMINATION DETAIL NTS D CAR -S(YN CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suile 900 Son Francisco, California, 94104 1IS-677-0141 Fax 415-677-0145 r11 C) O O U ~~CTC3 aj -1 y 000 4 N 00 CIS N Date: 9/19/97 For Const. Revisions 0 O Sheet Title Mechanical HVAC Details Checked lay 7 I I / Sheet Number M0.5 cab No.#: 04-1479 CEILING SECURE VAPOR BARRIER TO LINED DUCTOWRK WITH MASTIC ALL AROUND DUCT LINER SECURED TO DUCTWORK WITH MINIMUM OF 100% COVERAGE OF MASTIC 1" LINER PER SPECIFICATIONS MASTIC ALL AROUND - OVERLAP INSULATION A MINIMUM OF 2'= NOTE: SIZES SHOWN FOR LINED DUCTWORK ARE INSIDE CLEAR DIMENSIONS. INCREASE DUCT SIZE TO ALLOW FOR LINING. VAPOR BARRIER TRANSITION TO BE A MINIMUM OF 6" LONG ORIGINAL IM7 O 6 o R ~w ad r~ n E E a E .g o E - 3 CJ O z O 250 CFM A 250 CFM 4-WAY O 350 CFM „ 8„0 0 8 3 T O 350 CFM 10"0 O 4-WAY 525 CFM 24"x10" LINED RETURN AIR DUCT " _ UP THRU ROOF AND CONNECTED 10"0 12 0 I _ W/ FLEXIBLE TO UNIT OPENING. \ O O 300 CFM 300 CFM 12°x16" LINED SUPPLY AIR DUCT GP 0"0 3-WAY 3-WAY THRU ROOF AND CONNECTED 1 W/ FLEXIBLE TO UNIT OPENING. 7, - 1 I I I I 1 I 1 1 1 G' ~ u / 1 I I 1 ~ 1/~ r\ MECHANICAL HEATING VENTILATION. & AIR CONDITIONING FLOOR PLAN. \ SCALE: 1/4" = 11-0" MECHANICAL HVAC PLAN KEY NOTES BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED, THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL, AND FINISH CONDITIONS THAT COULD EFFECT THE WORK TO BE PERFORM AND SHALL ARRANGE SUCH WORK ACCORDINGLY, FURNISHING REQUIRED WORK TO MEET SUCH CONDITIONS. CONTRACTOR SHALL PROVIDE 3/4"0 TYPE "M" COPPER CONDENSATION DRAIN LINE. LINE SHALL BE SLOPED AT NOT LESS THAN 1/8" PER 1'-0" AND SUPPORTED AT INTERVALS NOT LESS THAN 8'-0" TO APPROVED DRAIN SYSTEM. REFER TO DETAIL SHEET NO. MO.4 CONDENSATION DRAIN CONNECTION DETAIL. MECHANICAL UNIT SHALL BE MOUNTED ON MANUFACTURER'S FABRICATED CURB. REFER TO SHEET NO. MO.3 ROOF CURB PARTIAL SECTION DETAIL. THE CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR LEVELING OF SAID UNIT. ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ROOFING WARRANTY AND INSURING ROOF INTEGRITY. CONTRACTOR SHALL PLACE ROOM THERMOSTAT AT 48" ABOVE FINISHED FLOOR IN ACCORDANCE WITH ADA CODE REQUIREMENTS. ROOM THERMOSTAT SHALL BE CARRIER PROGRAMMABLE THERMOSTAT MODEL #A94134. NOTES: 1. FOR HVAC CONSTRUCTION DETAILS SEE SHEETS MO.3, MO.4 & MO.5. 2. FOR ROOF OPENING DETAILS SEE ARCHITECTURAL DRAWINGS. P R 0 d E C T 3. HVAC UNIT SHALL BE LOCATED SO IT FALLS OUT OF THE LINE OF SIGHT. N 0 R T H 4. LOCATE UNIT DIRECTLY ABOVE TWO EXISTING ADJACENT ROOF JOISTS. 5. MINIMUM OUTSIDE AIR SET AT 75 CFM. Mill CA -SON CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suile 900 Jan Francisco, Calitomia, 94104 5-677-0141 Fax 415-677-0145 6 ct O mm ~ 3-r O ~ U cd C7~ r W ~ ~ ~ rl r~ TAI y N Date: 9/19/97 For Const. Revisions I O 0 Sheet'ntle Mechanical HVAC Plan checked BF / / / / / Sheet Number M1.0 Jab No.#: 04-1479 ORIGINAL 1M7 a OO a x E ~a oa vE E E e~ ad w U O Z SPRINKLER PERFORMANCE SPECIFICATIONS 191 CARLSON CARLSON ASSOCIATES, INC. Montgomery Street. Suite 900 From"Co, Calitomia, 94104 677-0141 Fax 415-677-0145 A. SPRINKLERS O vG~ Zt 1. FURNISH AND INSTALL ALL REQUIRED LABOR. MATERIALS, SCOPE: DESIGN 9. HANGERS AND SUPPORTS SHALL BE INSTALLED PER NFPA #13 SECTIONS 066 , EQUIPMENT, TESTING, AND CONTRACTOR SERVICES NECESSARY FOR ON HANGERS AND PROTECTION OF PIPING AGAINST DAMAGE WHERE COMPLETE SPRINKLER SYSTEM THROUGHOUT TENANT SPACE. ADD NEW OR SUBJECT TO EARTHQUAKE. 2 RELOCATE EXISTING HEADS TO NEW CEILING, DESIGN AND LAYOUT PIPING BENDING OF THREADED HANGER ROD IS NOT ALLOWED. POWER DRIVEN ZONAL E AS REQUIRED DUE TO ARCHITECTURAL LAYOUT, INCLUDING AREAS ER "C" OUTSIDE THIS TENANT. SPRINKLER HEADS SHOWN ARE FOR COORDINATION ANCHOR PINS IN CONCRETE ARE NOT ALLOWED. ALL NEW HANG ALL SPRINKLER HEADS MUST BE INSTALLED PER CODE. PURPOSES CLAMPS SHALL HAVE RETAINING STRAPS PER CODE. . 3 CONTRACTOR TO DETERMINE SIZE OF EXISTING PIPING AND PROPER SIZING 10. ALL JOINTS IN SPRINKLER SYSTEM ARE TO BE MADE WITH VICTAULIC OF NEW PIPING. CONTRACTOR TO PROVIDE ANY HYDRAULIC CALCULATIONS STYLE 77, 75, 07 OR 005 GROOVED COUPLINGS, THREADED, OR REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION OR OWNERS WELDED JOINTS. VICTAULIC STYLE 99 "ROUST-A-BOUT OR 90 4' INSURANCE UNDERWRITER PLAIN LOCK COUPLINGS ARE NOT ACCEPTABLE. MECHANICAL TEES FJ.~ . SHALL BE VICTAULIC STYLE 920 OR APPROVED EQUAL. VICTAULIC C) a STANDARDS: NFPA PAMPHLET #13, 1994. STYLE 921 OR 922 MECHANICAL TEES ARE NOT ACCEPTABLE. 0 ALL APPROVALS, INSPECTIONS, EXAMINATIONS, AND TESTS REQUIRED BY 11. SHUTTING AND OPENING OF VALVES MUST BE WITNESSED BY Cd °~d U - THE AUTHORITIES AND/OR AGENCIES SHALL BE ARRANGED AND PAID FOR BUILDING ENGINEER OR PROJECT ARCHITECT. NOTIFY LOCAL FIRE 0 5 BY THE SPRINKLER CONTRACTOR AS NECESSARY TO OBTAIN COMPLETE DEPARTMENT. CONTRACTOR SHALL MAINTAIN ALL SPRINKLER SYSTEMS r . AND FINAL ACCEPTANCE OF THE FIRE PROTECTION SYSTEM. THE OPERATIONAL IN AREAS OUTSIDE THIS TENANT. C'n SPRINKLER CONTRACTOR SHALL DELIVER CERTIFICATES OF ALL SUCH ~ INSPECTIONS TO THE ARCHITECT 12. ENTIRE SPRINKLER SYSTEM MUST BE RESTORED TO FULL OPERATION , -t ~ 6' . AT THE END OF EACH DAY. ~ N N 7 SPRINKLER WORK MUST BE DONE BY C-16 LICENSED SPRINKLER T D BY a G CONTRACTOR. 13. E ALL AREAS OUTSIDE THE CONSTRUCTION ARE PROTEC , ENERAL PATTERN SPRINKLER HEADS (PER BASE CONTRACT BASICS FOR DESIGN: LIGHT HAZARD FOR OFFICE AREAS. DRAWINGS). Date: 9/19/97 For Const. Revisions SPRINKLERS: ALL NEW AND RELOCATED SPRINKLER HEADS SHALL BE 14. COORDINATE LOCATION OF SPRINKLER HEADS WITH ALL OTHER Q QUICK RESPONSE TYPE. TEMPERATURE RATING 1607. TRADES. INSTALL TO BEST SUIT FIELD CONDITIONS. COORDINATE ESCUTCHEONS SHALL BE OF METAL CONSTRUCTION LAYOUT OF PIPING WITH DUCTWORK AND EXISTING PIPING, AND OFF 0 AND THE SEMI-RECESSED TYPE. SET PIPING AS REQUIRED. CONTRACTOR TO INSTALL NEW AND 0 RELOCATE EXISTING BRANCH PIPING AS HIGH AS POSSIBLE TO AVOID AREA TYPE CHROME PENDENT ORIFICE K FACTOR OTHER TRADES. 0 OFFICE W/ WHITE ESCUTCHEON 0.5" 5.6 15. ALL NEW SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER Sheet Btle OF THE TILE AND ALONG THE CENTERLINE OF AN AXIS IN BOTH Mech. Sprinkler DIRECTIONS WITH MAXIMUM DEVIATION OF ±1" WHERE APPLICABLE g. ALL PIPING SHALL CONFORM TO THE REQUIREMENTS OF THE ASA SAFETY (UNLESS OTHERWISE NOTED ON PLANS OR REQUIRED BY CODE). Spe cifi cations CODE, AND SHALL BE FREE FROM ALL DEFECTS AND SHALL BE IDENTIFIED. PIPING MATERIAL: BLACK STEEL SCHEDULE 40. Checked By / I / I I Sheet Number M2.0 Jab No.#: 04-1479 ORIGINAL 1= 5] a 1 a m v a L 0 Q 0 a 3 w w a cn U 0 5 0 P O o x o ~i o~ ~e aE s" 8 a E E 2a w U O Z GENERAL MECHANICAL SPECIFICATIONS SECTION 15010 MECHANICAL GENERAL PART 1 GENERAL 1.01 GENERAL A. ALL WORK UNDER THIS SECTION SHALL COMPLY WITH THE CONTRACT REQUIREMENTS NOTED ON THE ARCHITECTURAL DRAWINGS, AND SHALL INCLUDE ALL MECHANICAL SECTIONS SPECIFIED HEREIN. 1.02 WORK INCLUDED A. THESE SPECIFICATIONS AND THE EQUIPMENT SCHEDULES ON THE DRAWINGS ARE INTENDED TO CALL FOR AND PROVIDE THAT ALL MATERIAL AND LABOR BE FURNISHED TO INSTALL COMPLETE HEATING, VENTILATING AND AIR CONDITIONING SYSTEM FOR THE PROJECT. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED, AND IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP. 8. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL INTERIOR DETAILS, FLOOR PLANS, ELEVATIONS, AND OTHER CONTRACT DRAWINGS AND HE SHALL COORDINATE HIS WORK WITH THAT OF THE OTHER TRADES TO AVOID INTERFERENCE, ASSURE ALL SCHEDULES ARE MET, AND ALL WORK IS DONE IN IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. THE PLANS ARE DIAGRAMMATIC AND SHOW GENERALLY THE LOCATIONS OF THE EQUIPMENT AND ARE NOT TO BE SCALED; ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AT THE BUILDING. C. ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS SPECIFIED BY ANY WILL BE BINDING AS IF SPECIFIED BY ALL. ANY WORK SHOWN SHALL BE PROVIDED AS THOUGH ON ALL RELATED DOCUMENTS. 1.06 MINOR DEVIATIONS A. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF ALL MECHANICAL WORK AND REQUIREMENTS TO BE PERFORMED. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT INTENDED TO SHOW OR INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH WILL BE REQUIRED AS A PART OF THE WORK OF THIS SECTION. THE CONTRACTOR SHALL CAREFULLY REVIEW AND STUDY THE STRUCTURAL AND ARCHITECTURAL CONDITIONS AFFECTING ALL OF HIS WORK, AND IT IS THE SPECIFIC INTENTION OF THIS SECTION THAT ALL SUCH WORK IMPOSED BY STRUCTURAL AND ARCHITECTURAL CONDITIONS OF THE CONTRACT SHALL BE BORNE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL STUDY THE OPERATIONAL REQUIREMENTS OF EACH SYSTEM AND SHALL ARRANGE HIS WORK ACCORDINGLY, AND SHALL FURNISH SUCH FITTINGS, OFFSETS, TRAPS, SUPPORTS, ACCESSORIES, AS ARE REQUIRED FOR THE PROPER AND EFFICIENT INSTALLATION OF ALL SYSTEMS FROM THE PHYSICAL SPACE AVAILABLE. THIS REQUIREMENT EXTENDS TO THE CONTRACTOR'S COORDINATION WITH THE "ELECTRICAL WORK." SHOULD CASES ARISE WHERE PHYSICAL CONFLICT OCCURS BECAUSE OF THE LACK OF COORDINATION BY THE CONTRACTOR, THE TIME DELAY, THE LABOR AND MATERIALS AND ANY OTHER ITEM OF COST FOR TIME SHALL NOT BE AT COST FOR THE OWNER, INCLUDING DEMOLITION. B. MINOR DEVIATIONS IN ORDER TO AVOID CONFLICT SHALL BE PERMITTED WHERE THE DESIGN INTENT IS NOT ALTERED. D. CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAIILY BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION INCLUDING FINAL CLEAN-UP UPON COMPLETION OF WORK. CONTRACTOR SHALL PROTECT AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 1.03 PERMITS AND INSPECTIONS PROCURE AND PAY FOR ALL LICENSES, PERMITS, FEES AND INSPECTIONS. 1.04 AS-BUILTS CONTRACTOR SHALL MAINTAIN A SET OF PROJECT DRAWINGS AND MARK THEM WITH DAILY CHANGES TO THE DESIGN AS IT BECOMES KNOWN. 1.05 CODES AND STANDARDS A. ALL WORK SHALL BE IN FULL ACCORDANCE WITH LOCAL AND STATE CODES, ORDINANCES AND CODE RULING. B. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE THE LABOR AND MATERIAL REQUIRED FOR THE COMPLIANCE OF CODES. 1.07 SHOP DRAWINGS AND SUBMITTALS A. FOR ALL MATERIALS AND EQUIPMENT, THE CONTRACTOR SHALL SUBMIT (6) SETS OF MANUFACTURER'S CERTIFIED DRAWINGS FOR APPROVAL. B. IF SIGNIFICANT CONFLICTS ARE FOUND BETWEEN THE DESIGN DRAWINGS AND THE EXISTING CONDITIONS, THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS (SCALED AT 1/4" ILLUSTRATING THE CONTRACTOR'S PROPOSED SOLUTIONS TO THE CONFLICTS. 1.08 CUTTING AND PATCHING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING AS REQUIRED FOR PROPER INSTALLATION OF THE MATERIAL AND EQUIPMENT. 1.09 GUARANTEE THE CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIAL AND EQUIPMENT TO BE FREE FROM DEFECT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. mill CARLS0\4 CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 Son Francisco, California, 94104 115-677-0141 Fox 415-677-0145 361 Ct s O C O Cd ~ ~T , N bA r„i e r~ ~ ~ ~ ~ 00 00 n Cn r Date: 9/19/97 For Const. Revisions 0 . 0 Sheet Title Mechanical Specifications C'heal:ed By „ / 7 1 Sheet Number M3.0 Job No.#: 04-1479 ORIGINAL 11X17 S O 8 °x E c w ~a ad a r t ~ ° E .x E o . zo z E - z ~ ad w I U 0 Z GENERAL MECHANICAL SPECIFICATIONS 1111CAZSON CARLSON ASSOCIATES, INC. Ml tgomery Street, Suite 900 Froncisco, Colitomia, 94104 677-0141 Fox 415-677-0145 SECTION 15010 MECHANICAL GENERAL (CONT.) r~_. JTF CG 1 10 INSTRUCTION AND MAINTENANCE S . A THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT (2) SETS UPON COMPLETION OF THE WORK B. UPON COMPLETION OF THE WORK, ALL EQUIPMENT INSTALLED AS SPECIFIED IN THIS SECTION, AND 6 G e . , OF COMPLETE OPERATING INSTRUCTIONS, WARRANTIES, PARTS LISTS, AND ALL OTHER BULLETINS ALL AREAS WHERE WORK WAS PERFORMED, SHALL BE CLEANED TO PROVIDE OPERATING CONDITIONS AND BROCHURES PERTINENT TO THE OPERATION AND MAINTENANCE FOR EQUIPMENT FURNISHED SATISFACTORY TO THE ARCHITECT - ENGINEER. F AND INSTALLED, BOUND IN DURABLE BINDERS. NAL E B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTRUCTION OF OWNER'S PERSONNEL FOR 1 13 EXAMINATION OF SITE OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS INSTALLED. A. EXAMINE THE SITE PRIOR TO THE SUBMISSION OF PROPOSAL, AND BE FULLY COGNIZANT OF ALL 1 11 SERVICE AND MAINTENANCE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. Ct i , LL EQUIPMENT AND SYSTEMS FOR ONE HEATING CYCLE (NOVEMBER THROUGH ICI G OF E ER ~y A. PROVID S V N A APRIL) AND ONE COOLING CYCLE (MAY THROUGH OCTOBER). THE SERVICE YEAR SHALL BEGIN IN THE 1 14 DAMAGE AND RESTORATION p MONTH OF BENEFICIAL OCCUPANCY OF THE PROJECT BY THE OWNER. b'n B. THE INTENT OF THIS SPECIFICATION IS TO PROVIDE THE OWNER WITH ASSURANCES THAT THE NEW A. DURING CONSTRUCTION AND UNTIL EXPIRATION OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL FAULTY POOR WORKMANSHIP ;--I m 88 U C" MECHANICAL SYSTEM WILL BE ADJUSTED AND MAINTAINED PERIODICALLY DURING THE FIRST YEAR OF , BE RESPONSIBLE FOR ALL DAMAGE TO THE PREMISES DUE TO aj OPERATION. MATERIAL OR EQUIPMENT. 44 N tbp Cr P4 C. THE CONTRACTOR'S RESPONSIBILITIES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING SERVICE: SECTION 15180 0 1. ADJUSTMENT OF ALL WORK-AFFECTED HVAC SYSTEMS AND EQUIPMENT AND ADJUSTMENT OF INSULATION N I-- c1 AIR BALANCE, FAN, CONTROLS, LIFE SAFETY SYSTEMS, ETC. AS NECESSARY. Oo Cn 2. RESPONDING TO TROUBLE CALLS INITIATED BY OWNERS REPRESENTATIVE REGARDING SYSTEM PART 1 GENERAL OPERATIONAL DIFFICULTIES. 1,01 SUMMARY Date: 9/19/97 For Const. Revisions 3. SERVICING SYSTEM COMPONENTS AS REQUIRED BY MANUFACTURER'S OPERATION AND A. SECTION 15010 - MECHANICAL GENERAL IS APPLICABLE. L MAINTENANCE MANUALS, INCLUDING THE FOLLOWING SERVICES (REPLACEMENT MATERIALS TO BE 0 PAID FOR BY THE CONTRACTOR EXCEPT WHERE COVERED UNDER THE ONE YEAR WARRANY): 1 02 SCOPE a. FILTER MEDIA REPLACEMENT AS NEEDED. INSTALL NEW FILTERS AFTER CONSTRUCTION. . ALL WORK TO BE FURNISHED AND INSTALLED UNDER THIS SECTION SHALL INCLUDE BUT NOT NECESSARILY L b. INSPECT MAJOR EQUIPMENT PERIODICALLY AND ADVISE OWNER REGARDING ANY UNUSUAL BE LIMI TED TO THE FOLLOWING: I SOUNDS, VIBRATIONS, ERRATIC OPERATION, TRAPPED SAFETY, ALARMS, ETC. CHECK Sheet Title CALIBRATIONS AS NECESSARY. A. SUPPLY AIR DUCTWORK. C. ADJUST SETTINGS, SAFETIES AND OPERATING MODE TO ASSURE SAFE AND PROPER ' B RETURN AIR DUCTWORK. Mechanical S RECOMMENDATION. OPERATION OF EQUIPMENT IN ACCORDANCE WITH MANUFACTURER . cifications S C. ACOUSTICAL DUCT LINING WHERE SHOWN ON DRAWINGS. pe d. REPORT ALL UNUSUAL CONDITIONS OR PROBLEMS TO OWNER'S REPRESENTATIVE. SERVICE RECORDS AND LOGS TOGETHER WITH OWNER'S e. ESTABLISH 1 03 RELATED WORK IN OTHER SECTION chxrkeasy 7 AGENCY. . Sheet Number A SUPPLY AIR DUCTWORK. 1 12 CLEANING AND CLOSING . . M 1 3 1 A. ALL WORK SHALL BE INSPECTED, TESTED AND APPROVED BEFORE BEING CONCEALED OR PLACED IN . OPERATION. Iobxo.#: 04 -1479 ORIGINAL I M7 a a O 8 E 5 a~ ar ra ag E E .40 .z .6 52 E b 9 me as w U O Z GENERAL MECHANICAL SPECIFICATIONS SECTION 15400 1.04 APPROVALS PLUMBING A. ALL MATERIALS SHALL BE FIRE RETARDANT AND TESTED BY AN INDEPENDENT TESTING LABORATORY. PART 1 GENERAL B. ALL DUCT COVERING, DUCT LINING AND EQUIPMENT INSULATION SHALL HAVE A MAXIMUM FLAME 1.01 SUMMARY SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. THESE RATINGS ARE PER TEST METHOD ASTM E-84 AND ARE TO BE COMPOSITE RATINGS (JACKET, A. SECTION 15010 - MECHANICAL GENERAL IS APPLICABLE. INSULATION AND ADHESIVE). RATINGS ARE TO BE SHOWN ON THE PRODUCTS OR ON THEIR CARTON LABELS OR THEY MAY BE VERIFIED BY A REPORT FROM AN INDEPENDENT TESTING 1 02 SCOPE LABORATORY. . 1.05 SUBMITTALS A. ALL WATER PIPING, WASTE AND VENT. 8. CONNECTIONS TO ALL MECHANICAL EQUIPMENT. A. PRIOR TO CONSTUCTION, SUBMIT FOR APPROVAL THE FOLLOWING MATERIAL: C. ALL PLUMBING FIXTURES. 1. PIPE INSULATION 2. DUCT INSULATION FOR: 1.03 RELATED WORK IN OTHER SECTIONS 0. SUPPLY DUCTS A. SECTION 15180 - INSULATION b. RETURN DUCTS PART 2 PRODUCTS 2.01 DUCT INSULATION A. INSULATE ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITH 1" FIBERGLASS INSULATION 1.0 PCF DENSITY WITH ALUMINUM FOIL VAPOR BARRIER. TAPE JOINTS. PART 2 PRODUCTS 2.01 PIPING A. ALL EXISTING PIPING ON SITE TO BE RELOCATED SHALL BE REPLACED WITH IDENTICAL MATERIAL TO MATCH EXISTING. 8. WHERE DUCTS ARE INTERNALLY-LINED, EXTERIOR INSULATION IS NOT REQUIRED. DUCT DIMENSIONS ON DRAWINGS ARE INSIDE, NET FREE AREA SIZE: INCREASE METAL SIZES AS REQUIRED TO ALLOW FOR 1" THICKNESS OF DUCT LINER. C. INSULATION SHALL BE 1" THICK TYPE 200 OR EQUAL OWENS-CORNING FIBERGLASS AEROFLEX. 1. APPLY AND FASTEN ALL INSULATION IN STRICT CONFORMANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. PART 3 EXECUTION 3.01 DUCTS AND PIPE A. CLEAN AND DRY SURFACES BEFORE INSTALLING INSULATION B. BUTT JOINTS OF INSULATION TOGETHER WITH VAPOR BARRIER OVERLAP TO OBTAIN FULL COVERAGE. DO NOT COMPRESS THE INSULATION. C. STAPLE ALL FLAPS. D. FOR RECTANGLE DUCTS 20" OR LARGER IN WIDTH, THE FLEXIBLE INSULATION SHALL BE SECURED TO THE BOTTOM OF THE DUCT BY ADHESIVE APPLIED IN 6" SQUARE DABS ON 24" CENTERS IN EACH DIRECTION. B. SOIL AND WASTE PIPE: CAST IRON ANSI A21.6 SERVICE WEIGHT, TYLER "NO HUB" BITUMINOUS COATING, ANSI A21.10 FITTINGS "NO HUB", TYLER "NO HUB" NEOPRENE SLEEVE, STAINLESS STEEL SHIELD CONFORMING TO AISPI 301 AND ASTM C564. C. VENT PIPING ABOVE GRADE: SAME AS FOR SOIL AND WASTE. SECTION 15600 HEATING, VENTILATING AND AIR CONDITIONING PART 1 GENERAL 1.01 SCOPE A. AIR DISTRIBUTION, DUCTS, MECHANICAL UNIT. B. EQUIPMENT ISOLATION. C. MOTORS FOR EQUIPMENT OF THIS SECTION. D. THERMOSTATS AND CONTROLS. mill CAZSCYN CARLSON ASSOCIATES, INC. Montgomery Street. Suite 900 Francisco, Calilomio, 94104 677-0141 Fox 415-677-0145 O ~ ~ U Cd N bOA .--I ~ Q~ °O 0 N N ~ ° C r Date: 9/19/97 For Const. Revisions A 0 Sheet Title Mechanical Specifications ChuckedW / I i I Sheet Number M3.2 job No.;a: 04-1479 ORIGRVAL 11X17 0 m m Lr) 0 m cn rn m Q v i r 3 uJ L a 0 U i 0 c~n z i a P Ocp G 8 x E ~w a. a z. a o E s ° E as w~ U O Z GENERAL MECHANICAL SPECIFICATIONS wE CARLSON CARLSON ASSOCIATES, INC. Montgomery Street, Suite 900 Froncisco, Colifomic, 94104 X77-0141 Fax 415-677-0145 E. TESTING OF HEATING AND COOLING WORK. PART 2 PRODUCTS ' l DO R S PERSONNEL FOR MAINTENANCE OF SYSTEMS. F. INSTRUCTION OF OWNER 2.01 DUCTWORK tl P G. LAYOUT DRAWINGS. A. GENERAL: CONSTRUCT ALL DUCTWORK AND PLENUMS OF GAUGES, AND WITH OTHER JOINTS, 1.02 RELATED WORK IN OTHER SECTIONS BRACING, REINFORCING AND OTHER CONSTRUCTION DETAILS IN ACCORDANCE WITH THE LATEST ASHRAE GUIDE AND DATA BOOK, OR SMACNA DUCT MANUAL, UNLESS SPECIFIED OTHERWISE. 181 908 AND UL STANDARD NO 0 ti A. INSULATION - SECTION 15180. . A, COMPLY WITH REQUIREMENTS OF NFPA PAMPHLET NO. 9 F V ~ AS APPLICABLE. SfONAL 8. BALANCING - SECTION 15620. 1. CONSTRUCT DUCT OF UNITED STATES STEEL, KAISER OR EQUAL. GALVANIZED SHEETMETAL C. ELECTRICAL - DIVISION 16. ALUMINUM, FIBERGLASS OR KNOCKDOWN DUCTWORK IS NOT ACCEPTABLE. 03 SUBMITTALS 1 2. INCLUDED MANUFACTURER, SHEET METAL TYPE, GAUGE AND HARDNESS IN SUBMISSION. . A. PRIOR TO CONSTRUCTION, SUBMIT FOR APPROVAL THE FOLLOWING MATERIALS AND EQUIPMENT: 3. DIAGONALLY CROSSBEAK ALL PANELS ON DUCTS 30° WIDE AND LARGER, OR BEAD USING ON CENTER OR LESS S AT 12 p O 1~ . : AUTOMATIC BEAD MACHINE WITH BEAD r3 1. DUCTWORK, ACOUSTICAL LININGS 4. DUCTWORK DIMENSIONS INDICATED ON DRAWINGS ARE NET, INSIDE, CLEAR DIMENSIONS. Q 0 DUCT SPECIALTIES 2 FOR INTERNALLY LINED DUCTS, ADD LINING THICKNESS TO DETERMINED METAL DUCT > O . 3. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE AND SMOKE DAMPERS DIMENSIONS. ~ io~ U h 4. GRILLES, REGISTERS AND DIFFUSERS B. PRESSURE CLASSIFICATIONS: CONSTRUCT SUPPLY DUCTWORK FOR +2" WG AND RETURN/EXHAUST y bq r-1 e~ 5. HVAC EQUIPMENT DUCTWORK FOR -2" WG PER 1985 HVAC DUCT CONSTRUCTION STANDARDS PUBLISHED BY M 6. VIBRATION ISOLATION SMACNA. CIO ~ 7. AIR TESTING EQUIPMENT C. DUCT SEALING REQUIREMENTS: Q~ 00 N M 8. THERMOMETERS AND GAUGES LAYOUT DRAWINGS 9 ALL SUPPLY DUCTS CLASS A F O r ~ 00 . RETURN AND EXHAUST DUCTS CLASS B 10. SEISMIC ANCHORAGES D FLEXIBLE DUCTS: CODY WEST #N.I.L. ACOUSTICAL, ROUND, INSULATED, FULLY LINED. FLEXIBLE Date: 9/19/97 For Const. 1. UNIT HEATERS . DUCT, UL-181 LISTED, COMPLYING WITH NFPA STANDARDS 90A AND 90B. DUCT SHALL BE A Revisions FACTORY FABRICATED ASSEMBLY COMPOSED OF AN INNER DUCT OR WOVEN AMD COATED FIBER- 0 STEEL BO GLASS W O A 1.04 LAYOUT (SHOP) DRAWINGS METALIZED FILM LAMINATE. MAXIMUM RRIER VAPOR BA NSULATING BLANKED ENCLOSED I WI 0 LENGTH 5 FT. PRIOR TO THE START OF INSTALLATION, SUBMIT TO THE ARCHITECT FOR APPROVAL, LAYOUT DRAWINGS, TO 2 02 DUCTWORK SPECIALTIES 0 SCALE, COORDINATE WITH ALL BUILDING SYSTEMS, AND LISTS OF MATERIALS, FIXTURES, AND EQUIPMENT TO . Sheet'fide BE INCORPORATED IN THE WORK. THE LAYOUT DRAWINGS SHALL CONSIST OF PLANS AND SECTIONS, WITH ELEVATIONS AND SECTIONS TO SHOW CLEARLY THE LOCATIONS AND SIZE OF MAJOR ITEMS OF EQUIPMENT A. VOLUME AND SPUTTER DAMPERS: GALVANIZED SHEET METAL WITH YOUNG REGULATOR, VENTFABRICS, Mechanical AND DUCTWORK AS LISTED BELOW, AND CLEARANCES FOR MAINTENANCE WITHDRAWALS OF REMOVABLE OPERATING HARDWARE. FOR ACCESSIBLE DAMPERS, PROVIDE NO. 620, VENTLOK OR EQUAL INC COMPONENTS. THE GENERAL ARRANGEMENT OF THE SYSTEMS TO BE INSTALLED, COORDINATION WITH OTHER , 635 OR 637 SQUARE END BEARING AS APPLICABLE. FOR NO 635 OR 637 DIAL REGULATORS Specifications WORK, AND ALL REQUIREMENTS FOR INSTALLATION SHALL BE MET. LAYOUT DRAWINGS SHALL SHOW ALL . , PROVIDE NO. 666 CONCEALED DAMPER REGULATOR WITH BEARINGS AS ABOVE. ACCESSIBLE DAMPERS DUCTS, FANS, AIR OUTLETS AND THERMOSTAT LOCATIONS. MINIMUM SCALE OF LAYOUT DRAWINGS SHALL , BE 1/4° TO THE FOOT. 9. FLEXIBLE CONNECTIONS: Q INDUSTRIES, CONSOLIDATED KINETICS; ELGEN "SILENT DUCT," TYPE SDA Ch k dB I ec z y VENTFABRICS OR EQUAL. Sheet Number 1.05 THE MECHANICAL CONTRACTOR SHALL INCLUDE THE COSTS OF DAMPERS, PULLEYS AND BELT CHANGES TO MEET THE AIR BALANCE REQUIREMENTS. REFER TO SECTION 15620, TESTING AND BALANCING. M3.3 mb No.x: 04-1479 ORIGINAL. 11X17 Y 0 Q m Ql 0 a a~ cn Cn a co v m i m Q i r a 3 w a 0 U o= 0 u~ 5 a U 8 E ~w ~a av E E o o E - z as w U O Z GENERAL MECHANICAL SPECIFICATIONS null CARLSON CARLSON ASSOCIATES, INC 120 Montgomery Street, Suile 900 Son Franosoo, California, 94104 ~15-677-0141 Fax 415-677-0145 2.03 GRILLES, REGISTERS AND DIFFUSERS PD❑ A. TITUS AS NOTED, OR APPROVED EQUAL BY METAL AIRE, SHOEMAKER, SIZES, CAPACITIES D. ELBOWS AND TRANSITIONS: B ' `Pr ' AND PATTERN AS SHOWN ON THE DRAWINGS. INSTALL ALL OUTLETS FLUSH, SQUARED AND ENTIRELY COVERING SHEET METAL DUCTWORK AND GASKETS. THREAD SHEET METAL MOUNTING 1. CONSTRUCT RADIUS ELBOWS WITH INSIDE RADIUS NOT LESS THAN DUCT WIDTH. O 1 7 SCREWS TIGHTLY INTO SHEET METAL. ALL FRAMES TO FIT CEILING TYPE -SEE ARCHITECTURAL DIFFUSERS SHALL BE SELECTED TO PROVIDE PROPER AIR DISTRIBUTION AT NC 30 DRAWINGS 2. USE SQUARE ELBOWS IN ALL CASES WHERE EXPOSED, UNLESS OTHERWISE iW ` . . OR LESS. INSTALL ALL WITH OPPOSED BLADE DAMPERS. INDICATED, AND IN LIEU OF RADIUS ELBOWS WHERE REQUIRED TO FACILITATE INSTALLATION. ' - ONAL E 3. CONSTRUCT TRANSITIONS WITH MINIMUM SLOPE OF 1 TO 5 RATIO. 2.04 VIBRATION ISOLATION 4. ALL SQUARE ELBOWS IN SUPPLY DUCTS SHALL HAVE TURNING VANES. HEAT PU MP FAN TO BE INTERNALLY MOUNTED ON SPRING VIBRATION ELIMINATORS. SECTION 15620 y 2.05 SPACE THERMOSTATS TESTING AND BALANCING c1d 64 THERMOSTATS SHALL BE MULTI-STAGE WITH INTEGRAL TIME CLOCK OR EQUAL. THE THERMOSTAT SHALL BE PART 1 GENERAL CAPABLE OF AUTOMATIC CHANGE OVER BETWEEN COOLING AND HEATING MODES WITH A 3 DEGREES CHANGE O OVER DI FFERENTIAL. EACH THERMOSTAT SHALL BE INSTALLED WITH LOCKING COVER OR EQUAL. 1 01 SUMMARY bA a , Z. t U a, A. SECTION 15010 -MECHANICAL GENERAL IS APPLICABLE. 2.06 GAS PACK UNIT (GP-1) A. "CARRIER" OR EQUAL, FACTORY-ASSEMBLIED, SINGLE PIECE, GAS HEAT / ELECTRIC DX COOLING. CONTAI NED 1.02 SCOPE WITHIN THE UNIT ENCLOSURE SHALL BE ALL FACTORY WIRING, PIPING, CONTROLS AND REFRIGERANT 1 > CHARGE (R-22). ALL WOR K TO BE FURNISHED AND INSTALLED UNDER THIS SECTION SHALL INCLUDE BUT NOT NECESSARILY )o B FEATURES TO INCLUDE: DOWN DISHARGE ARRANGEMENT, FIELD INSTALLED ROOF CURB, ECONOMIZER BE LIMIT ED TO THE TESTING AND BALANCING OF THE FOLLOWING: C eN1 ~N cC . RELIEF KIT AND GAS SHUT-OFF VALVE. THERMOSTAT TO BE "CARRIER" OR EQUAL MODEL #A94134 A AIR OUTLETS AIR DISTRIBUTION 00 Cn DIGITAL AUTOMATIC CHANGEOVER STAT. VERTICAL DUCTS PENETRATING THE ROOF TO . , BE ACOUSTICALLY LINED FROM UNIT DOWN TO HORIZONTAL TAKEOFFS. B. AUTOMATIC TEMPERATURE CONTROL SYSTEM Date: 9/19/97 For Const. C. BALANCING REPORTS Revisions PART 3 EXECUTION 03 1 WORK RELATED IN OTHER SECTIONS o 3.01 DUCTWORK . O A. SECTION 15600 HVAC Q A. GENERAL: CONSTRUCT ALL DUCTS AND PLENUMS OF GAGES, AND WITH JOINTS, BRACING, B. SECTION 15900 CONTROLS AND INSTRUMENTATION REINFORCING AND OTHER CONSTRUCTION DETAILS IN ACCORDANCE WITH THE LATEST ASHRAE Sheet Title GUIDE AND DATA BOOK, AND SMACNA MANUAL UNLESS HEREIN SPECIFIED OTHERWISE, DUCTWORK CONSTRUCTION SHALL COMPLY WITH REQUIREMENTS OF NFPA PAMPHLET NO. 90A. PART 2 PRODUCTS Mechanical 01 2 TESTING AND BALANCING B. JOINTS - RECTANGULAR DUCTS . Sp ecifications LOW AND MEDIUM PRESSURE: DRIVE SLIP JOINTS OR STANDARD SEAMS AS 1 A. TESTING AND BALANCING OF AIR DISTRIBUTION SHALL BE . SCHEDULED . SEAL ALL STANDING TRANSVERSE SEAMS AND ALL CONCEALED PERFORMED BY THE MECHANICAL CONTRACTOR DRIVE SLIP JOINTS ON ALL SUPPLY AND RETURN AIR DUCTS WITH ARABOL Q1eckedBy i I AND CANVAS. Sheet Number 1. ALL INSTRUMENTS USED SHALL BE ACCURATELY CALIBRATED AND C. JOINTS - ROUND, LOW PRESSURE: SWAGE-TYPE WITH MINIMUM OF THREE SHEET METAL MAINTAINED IN GOOD WORKING ORDER. SCREWS EACH JOINT. SEAL ALL JOINTS ON SUPPLY AND RETURN AIR DUCTS WITH M3 ARABOL AND CANVAS EXHAUST DUCTS MAY BE SEALED WITH DUCT TAPE. .4 taro No.#: 04-1479 ORIOTNAL11X17 Y O 8 E ad E .x c E °o z _ E S ~ a° n` W U 1O Z GENERAL MECHANICAL SPECIFICATIONS 1 CAR-SON CARLSON ASSOCIATES, INC. 120 Mon" ery Street, Suite 900 Son Francisco, Coli(onnio, 94104 115-677-0141 Fax 4,0-677-0145 2. TEST AND BALANCE SHALL INCLUDE AN EXTENDED WARRANTY OF 90 DAYS 10. READINGS AND TESTS OF DIFFUSERS, GRILLES AND REGISTERS SHALL INCLUDE REQUIRED RE DURING WHICH TIME THE AFTER COMPLETION OF THE TEST AND BALANCE WORK VELOCITY AND TEST RESULTANT VELOCITY, REQUIRED CFM AND TEST RESULTANT CFM _ GI , ENGINEER MAY REQUEST READJUSTMENT OF THE SYSTEM TO COMPLY WITH COMFORT, AFTER ADJUSTMENT. LD J F SOUND CONDITIONS OR RELATIVE SPACE PRESSURE REQUIREMENTS. 11. CONTRACTOR SHALL CHECK ALL CONTROLS REQUIRING ADJUSTMENT. ROOM THERMOSTAT ~ ssld SHALL BE CHECKED FOR COOLING AND HEATING RESPONSE. 1 CONTRACTOR PERFORMING TESTING AND BALANCING, AS PART OF THIS CONTRACT, SHALL BE B i lj . RESPONSIBLE TO CONSULTING ENGINEER AND OWNER, AND SHALL DURING 12. ALL DIFFUSERS, GRILLES AND REGISTERS SHALL BE ADJUSTED TO MINIMIZE DRAFTS IN THE TEST AND BALANCE LIST ALL ITEMS THAT ARE INSTALLED INCORRECTLY, REQUIRE ALL AREAS. 8 ~ CORRECTION, OR HAVE NOT BEEN INSTALLED IN ACCORDANCE WITH CONTRACT DRAWINGS AND/ AS PART OF THE WORK OF THIS CONTRACT, THE MECHANICAL CONTRACTOR SHALL MAKE 13 s10NAL E OR SPECIFICATIONS, PERTAINING TO THE AIR DISTRIBUTION, COOLING AND HEATING SYSTEMS. . ANY CHANGES IN THE PULLEYS, BELTS AND DAMPERS OR THE ADDITION OF DAMPERS REQUIRED FOR CORRECT BALANCE AS RECOMMENDED BY AIR BALANCE PERFORMER, AT NO ADDITIONAL COST TO OWNER. Iii C. THE MECHANICAL CONTRACTOR SHALL COOPERATE WITH THE TEST AND BALANCE 0 PERFORMER IN THE FOLLOWING MANNER: O M 1. PROVIDE SUFFICIENT TIME BEFORE FINAL COMPLETION DATES SO THAT TESTS PART 3 EXECUTION AND BALANCING CAN BE ACCOMPLISHED. O 3 01 2. PROVIDE IMMEDIATE LABOR AND TOOLS TO MAKE CORRECTION TO DAMPERS AS U REQUIRED BY TEST AND BALANCE PERFORMER. REPORT TO THE ARCHITECT ANY NOTED DEVIATIONS FROM CONTRACT DOCUMENTS. ~'e C T N bA ' 3. MECHANICAL CONTRACTOR SHALL INCLUDE THE COSTS OF DAMPERS, PULLEYS 3 02 h` H AND BELT CHANGES IN HIS CONTRACT. THE CONTRACTOR SHALL PERFORM UPON COMPLETION OF THE AIR CONDITIONING SYSTEM D REPORT ALL DEFICIENCIES IN CONTROL SYSTEM, DAMPER LEAKAGE, MIXING BOX LEAKAGE, THERMOSTAT > } r~1 y 4 , . COMPILE THE TEST DATA AND SUBMIT (4) COPIES OF THE COMPLETE TEST THE TESTS MALFUNCTION, EXCESSIVE NOISE IN THE HVAC SYSTEM AND OTHER DEFICIENCIES. ~ p 11) N N , DATA TO THE ENGINEER FOR EVALUATION, VERIFICATION AND APPROVAL. M r 00 C/1 E. AIR SYSTEM TEST AND BALANCE PROCEDURE Date: 9/19/97 For Const. PERFORM THE FOLLOWING TESTS AND BALANCE OF EACH SYSTEM IN ACCORDANCE WITH THE Revisions FOLLOWING REQUIREMENTS: 1. TEST AND ADJUST BLOWER RPM TO DESIGN REQUIREMENTS. TEST AND RECORD MOTOR FULL LOAD AMPERES. 2 . D 3. MAKE PITOT TUBE TRAVERSE OF MAIN SUPPLY DUCTS AND OBTAIN DESIGN Sheet Title CFM AT FANS. 4. TEST AND RECORD SYSTEM PRESSURES, SUCTION AND DISCHARGE. Mechanical 5. TEST AND ADJUST SYSTEM FOR DESIGN RECIRCULATED AIR, CFM. Specifications 6. TEST AND ADJUST SYSTEM FOR DESIGN CFM OUTSIDE AIR. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCTS TO PROPER DESIGN CFM. 7 l . checlcw Ry I I r 1 8. TEST AND ADJUST EACH DIFFUSER, GRILLE AND REGISTER TO WITHIN 10% Sheet Number OF DESIGN REQUIREMENTS. 9. EACH GRILLE, DIFFUSER AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION IN REPORT M3.5 job No.#: 04-1479 ORIGINAL 1M7 S c9 8 E dw sa ad on a E L . E 2 a Lil U H O Z GENERAL NOTES 1. CONTRACTOR IS TO PROVIDE LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, RELATED HAND TOOLS, SPECIAL AND OCCASIONAL SERVICES TO CONSTRUCT AND INSTALL THE COMPLETE ELECTRICAL SYSTEM AS SPECIFIED AND SHOWN ON THE PLANS. 2. ALL WORK SHALL BE DONE IN COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF APPLICABLE CODES AND STANDARDS, WHETHER STATUTORY OR NOT. WHEN SPECIFICATIONS WILL NOT MEET CODES OR INSTALLATIONS WILL NOT CONFORM TO PLANS SUBMITTED, THE ARCHITECT MUST BE CONTACTED BEFORE ANY DESIGN CHANGES ARE MADE. 3. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING (I.E. MAX. FUSE SIZES MEAN FUSE PROTECTION REQUIRED). 4. ALL ELECTRICAL CONDUIT AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED IN ACCORDANCE WITH UBC SEISMIC REQUIREMENTS. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. 5. CONTRACTOR SHALL PATCH, PAINT, AND REPAIR ALL WALLS, FLOORS AND CEILINGS TO WATCH EXISTING CONDITIONS IF DAMAGED DURING CONSTRUCTION. 6. ALL FIXTURES SHALL BE SECURELY FASTENED TO BUILDING STRUCTURAL MEMBERS IN A METHOD ACCEPTABLE TO ARCHITECT AND STATE BUILDING CODES. 7. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ORIENTATION OF ALL ELECTRICAL OUTLETS AND LIGHTING FIXTURES. 8. PENETRATIONS OF WALLS, CEILINGS OR FLOORS SHALL BE CORE-DRILLED, SLEEVED AND SEALED TO COMPLY WITH U.B.C. REQUIREMENTS. CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH UL LISTED SLEEVE ASSEMBLY REQUIREMENTS. 9. VERIFY EXISTING CONDITIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND. 10. CONTRACTOR TO COORDINATE NEW WORK WITH EXISTING CONDITIONS. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES. COORDINATE POWER SHUTDOWNS WITH THE OWNER. 11. DURING THE COURSE OF CUTTING, PATCHING AND/OR REVISIONS TO THE EXISTING STRUCTURE CERTAIN MINOR ELECTRICAL REVISIONS WILL BE REQUIRED TO EXTEND CIRCUITS FOR POWER AND SIGNALS THAT ARE TO BE LOCATED BEHIND WALLS, BELOW FLOORS AND/OR ABOVE CEILINGS AND IN GENERAL NOT EXPOSED TO VIEW. THE COST OF THIS WORK SHALL BE INCLUDED IN THE ORIGINAL CONTRACTOR'S BID. PROVIDE GREEN INSULATED COPPER GROUND CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUIT CONDUITS. SYMBOL LIST 1,3,5 INDICATES CIRCUITS 1,3, AND 5 (E) EXISTING TO REMAIN (R) REMOVED (RL) RELOCATED U.O.N. UNLESS OTHERWISE NOTED C.L. CENTER LINE - G - GROUND WIRE - D - DATA SYSTEM CONDUIT 1" WITH PULL CORD U.O.N. - A - ALARM SYSTEM CONDUIT 3/4" WITH PULL CORD U.O.N. S SINGLE POLE SWITCH UP 48" TO TOP, U.O.N.-SUBSCRIPT AT SWITCH INDICATES THE DEVICE CONTROLLED. t# DUPLEX RECEPTACLE UP 18" TO C.L., U.O.N. e- ISOLATED GROUND DUPLEX RECEPTACLE, 120V, 20 AMP DOUBLE DUPLEX RECEPTACLE UP 18" TO C.L., U.O.N. ISOLATED GROUND DOUBLE DUPLEX RECEPTACLE, 120V, 20 AMP MOUNTING OUTLET, H " WITH COUNTER CONDUIT (1) 3/4 PROVIDE STUBBED INTO CEILING SPACE. MOUNT AT +18 TO C.L., U.O.N. TGHT E XACT N CON U / OV OR RO NT / K. WITH OP/MILLW COUNTER D I (1) 4 ID PR STUBBED INTO CEILING SPACE. MOUNT AT +18" TO C.L., U.O.N. JO JUNCTION BOX-CEILING OR WALL MOUNTED H CONDUIT AND CONDUCTORS CONCEALED ABOVE CEILING OR IN WALL; CROSSLINES INDICATE QUANTITY OF #12 (TYPICAL SIZE) CONDUCTORS IN COD SIZED CONDUIT. NO CRO SLINES INDICATES 2 12 & 1 12G IN 1/2' CONDUIT. NON-TYPICAL WIRE SIZES WILL BE INDIC ED. INDICATES GROUNDING CONDUCTOR CIRCUIT HOMERUN O SHEET NOTE NO. 1 A FIXTURE TYPE "A", LAMP QUANTITY AND WATTS SEE SCHEDULE 2/9 - W - PLUG MOLD ASSEMBLY SHEET NOTES O CONTRACTOR SHALL VERIFY COMPATIBILITY OF LIGHTING FIXTURES WITH CEILING TYPES BEFORE ORDERING FIXTURES. SEE ARCHITECTURAL DRAWINGS FOR REFERENCE. O THE LAMPS CATALOG NUMBERS ARE PER OSRAM/SYLVANIA. LIGHTING FIXTURE SCHEDULE C MANUFACTURE AND LAMPS INPUT MOUNTING DESCRIPTION TYPE WATTS CATALOG NUMBER TY TYPE A LIGHTOLIER 1 CF32DT/ 36 RECESSED 7" APERTURE VERTICAL COMPACT FLUORESCENT #8050CLW-71 32BEl 20 E/830 DOWNLIGHT FIXTURE, SPECULAR ALZAK WHITE FLANGE REFLECTOR, ALUMINUM FRAME, C ELECTRONIC BALLAST, 120V 8 LIGHTOLIER 2 5 DD- 35 0 MONO-POINT 6" APERTURE COMPACT FLUORESCENT SCOOP #8283BK-6190BK 830 . FIXTURE, ALUMINUM HOUSING, SPECULAR ALZAK 20V REFLECTOR, 1 O 2 C LIGHTOLIER 2 18 DL 47 0 MONO-POINT 12"X 3" COMPACT FLUORESCENT FIXTURE, #8276BK-6190BK 8 0 . ALUMINUM HOUSING, PARABOLIC SPECULAR ALUMINUM LOUVERS, 120V O 2 D ALKCO 1 F13T5 13 0 SURFACE 22"LONG I" HIGH MODULAR UNDERCABINET LINCS 100-F21-RSW ✓`r . FLUORESCENT FIXTURE, ALUMINUM HOUSING, ACRYLIC PRISM DIFFUSER, WITH ROCKER SWITCH, O ELECTRONIC BALLAST, 120V CAZSON CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 San Francisco, California, 94104 415-677-0141 Fox 415-677-0145 '.:.0 t`I G:I~I~ `V ,,Ttiy STEF:=, n U 52034 ct F" O rn O __yy G 0 let V] ~ *P'4 00 V) Date. 9/19/97 For Const. Revisions L. 0 0 Sheet Title Electrical Cover Checked By / / I / / Sheet Number EO.1 rob No.#: 04-1479 ORIGINAL 11X17 CARLSON a ,O !r OO B E 75 ~a ad ag E E 00 .a I. E 3 ~a w U O Z SHEET NOTES O SWITCHES Sc AND Sd SHALL BE WITH CLEAR ILLUMINATED HANDLES (LIGHT ON WITH LOAD ON). LIGHTING PLAN SCALE: 1"=4'-O" CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 San Froncisco, Colifomio, 94104 415-677-0141 Fox 415-677-0145 vEa 32031 r--r O U M C7, rl- > cd Q~ 00 N 0 ~ 00 n cn Date: 9/1 9/97 For Const. Revisions 0 0 A L Sheet Title Lighting Plan Checked Ely / I I / / Sheet Number E1.1 JobNe.e: 04-1479 ORIGINAL 11X17 0 x E at EI a E .e 2 . 2 o 2 a Li U O Z SHEET NOTES O1. TELECOM BACKBOARD - SEE ELEVATION ON SHEET E3.1 FOR LAYOUT. 2O. PANEL "WE" 208Y/1 20V. O CONNECT P.A. PHONE TO STORE'S INTERCOM SYSTEM (N.I.C.) THE OUTLET SHALL BE +48"A.F.F. ROOF TOP HEAT PUMP UNIT. TOTAL UNIT MCA 23.3. VOLTAGE 208V, 3 PH, SEE MO.2 FOR ADDITIONAL INFORMATION. FOR UNIT LOCATION SEE MECHANICAL PLAN 9 30 AMP, 208V, 3 POLE, IN NEMA 3R ENCLOSURE, FUSED SWITCH WITH 25A FUSES. (1) 1-1/2"C. WITH (2) 25-PR. CAT. 5 CABLE TO THE STORE'S PENETRATING MINIMUM POINT OF PRESENCE (PMPOP). O7. 2 GANG JUNCTION BOX AT +64"AF.F. TO C.L. FOR SECURITY CAMERA CABLE. PROVIDE 1-1"C STUB INTO CEILING SPACE. ® RECEPTACLE ON ROOF WITH WEATHERPROOF COVER SHALL BE GFI. LOCATE ADJACENT TO HVAC UNIT. THE COVER SHALL BE LISTED FOR WET LOCATIONS WHILE IN USE. O9 JUNCTION BOX FOR EXTERIOR SIGN CIRCUIT WIRING. LOCATE JUNCTION BOX IN THE CEILING SPACE OUTSIDE THE BANK AREA. EXTENSION OF SIGN CIRCUIT WIRING AND FINAL CONNECTIONS SHALL BE BY OTHERS. 00 MOUNT ALARM KEY PAD JUNCTION BOX AT 44" ABOVE FINISHED FLOOR. ALARM TO HOMERUN AT EQUIPMENT ROOM. 11 PROVIDE ALARM J-BOX AT +64" AT REAR OF SAFE, 1-1/2" IN FROM HINGED SIDE, 1-1/2" DOWN FROM TOP OF SAFE. 4 TYP. WF-20,22,24,26 7 WF-3 E. Q. E.Q. --(-)j +60"A.F.F .F. ~g PROVIDE 1-3/4"C FROM TELLER LINE INTO CEILING SPACE. NOT USED. 14 NOT USED. 15 PROVIDE PLUGMOLD WITH RECEPTACLES 12" O.C., WITHIN BACKSPLASH ALONG ENTIRE LENGTH OF WORK COUNTER. SEE DETAIL 1/A6.6. 16 PROVIDE 1/2"C FROM THE UNIT TO THE THERMOSTAT IN THE BANK AREA. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 17 JUNCTION BOX FOR CONNECTION TO ILLUMINATED SIGN. ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION AND FINAL ELECTRICAL CONNECTION REQUIREMENTS WITH SIGNAGE CONTRACTOR. 18 MOUNT TELEPHONE AND DATA OUTLETS UNDER COUNTERTOP, TYPICAL AT SALES. 19 MOUNT OUTLET UNDER COUNTERTOP, TYPICAL AT SALES EACH TELLER POSITION SHALL HAVE TWO DUPLEX OUTLETS! ISOLATED GROUND AND REGULAR TYPES. 90 NOT USED. PROVIDE JUNCTION BOX AT +18"A.F.F. AND 2" CONDUIT ONLY WITH PULL ROPE. THE CONDUIT SHALL BE STUBBED 6" ABOVE CEILING. PLASTIC BUSHING SHALL BE PROVIDED ON THE CONDUIT END. ALL ATM RECEPTACLES AND J-BOXES SHALL BE MOUNTED AT +24" A.F.F. TO C.L. PROVIDE JUNCTION BOX AND 1/2" CONDUIT ONLY WITH PULL ROPE FOR TV CABLING. THE CONDUIT SHALL BE STUBBED ABOVE THE CEILING. ® PROVIDE LIQUIDTIGHT CONDUIT LISTED FOR OUTDOOR INSTALLATIONS FOR FINAL CONNECTIONS TO THE UNIT. 1"C TO 8"X4"X4" GUTTER AT TELECOMMUNICATION BACKBOARD. 2 THE WORKING CLEARANCE IN FRONT OF ELECTRICAL PANEL SHALL BE PER NEC REQUIREMENTS. 1"C TO 8"X8"X4" P.B. AT TELECOM BACKBOARD. ® WF-25,27,29, 3/4"C, 3#10 & 1#10G NOT USED. ~p NOT USED. 41 PROVIDE 2"X4" JUNCTION BOX, SINGLE GANG, VERTICALLY MOUNTED +48"A.F.F., WITH 3/4"C STUBBED INTO CEILING SPACE. 9 PROVIDE TWO DUPLEX RECEPTACLES OVER ONE JUNCTION BOX. ONE RECEPTACLE SHALL BE CONNECTED TO ISOLATED GROUND CIRCUIT, THE SECOND RECEPTACLE SHALL BE CONNECTED TO REGULAR CIRCUIT. THE ISOLATED GROUND RECEPTACLE SHALL BE IDENTIFIED WITH ORGANGE TRIANGLE. ~5 LOCATE TELEPHONE AND DATA OUTLETS WITHIN BACKSPLASH. r WF-11 2) -5 24 20 +64" WF-12 32 A A A D 3 TYP. p p-:r I 25 ® 10 WF-7 27 1 I 1 I 6 31 -41i (ID A' Ire II I II I II I~ I I JI I I I I If \ If II /---Yf ti WF-2,4,6 WF-8.1 ~ r--i 111 ~ 18 TYP. `-j1s ib===r WF-30--"~ TYP.' 8 10 10 21 WFF-28 3~3 TYP. 15 +12"A.F.F - +48"A.F.F 12 A i 0 p POWER & C❑MM, PLAN SCALE: 1'=4' 12" BELOW CEILING 1111 CARLSON CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 Son Froncisco, Colifomio, 94104 415-677-0141 Fax 415-677-0145 32031 so, s i W 0 O C) ~ U hd-1 ~ 00 N W r c~ Date: 9/19/97 For Const. Revisions 0 0 Sheet Title Power & Communication Checked By f i I i i Sheet Number E1.2 Job No.*: 04-1479 ORIGINAL 11X17 c~ t E 0 W ad 5 a 0t E a g E i o a E 3 2 a` W U O Z BUS RATING: 100A DESIGNATION: O PANEL WF BREAKER SIZE: 100/3 WELLS FARGO SUPPLY VOLTAGE: 208/120V NEUTRAL BUS: 00% NORMAL SUPPLY ORIGI N: MDC BRACING (AMPS): 10,000 B ANK EMERGENCY SUPPLY O RIGIN: SHORT CIRCUIT AVAILABLE: Y w w LOCATION OF ORIGIN: DERATED FACTOR: \ > SITE: FEEDER SIZE (WIRE): 4#1 REVISION DATE: \ II II SAFEWAY STORE #1479 TRANSFORMER SIZE (K VA): 30 VERIFICATION DATE: x x a DESCRIPTION CONN. (VA) a w CK T. a CONN. (VA) DESCRIPTION y COORD w > COORD i ~ RECEPTACLE TYPE/EQUIPMEN A B C ° NO. ° A B C ECEPTACLE TYPE/EQUIPMEN 0 N > N 731 20 1 1 2 20 1 600 REC. 3 R L LIGHTS 3 R SIGN HTS EXT 1000 20 1 3 4 20 1 600 REC. L . LIG 2 R CHINE 1040 20 1 5 6 20 1 400 REC. R 1 FAX COPY MA ER T 3 R D 600 20 1 7 8 20 1 600 REC ELL R 3 PWGMOL 3 R O D 600 20 1 9 10 20 1 600 REC TELLER R 3 L PLUGM RM MM 2 R R C 200 20 1 11 12 20 1 400 . REC. CO R 1 . E MM BB 1 R COMM BB 200 20 1 13 14 20 i 200 . REC. CO R 1 . REC. COMM BB 1 R BB COMM C 200 20 1 15 16 20 1 200 . REC. R 1 . . RE RM POWER- BB 2 R RE SP 20 1 17 18 20 1 400 ALA A ATM EC 3 R 20 1 19 20 20 1 400 R . SPARE T 1 R SPARE 20 1 21 22 20 1 200 M REC.A 1 R E 20 1 23 24 20 1 200 REC.ATM SPAR T 1 R P 2300 25 25 26 20 1 200 M REC. A HEAT PUM HVAC MAIN R C T 1 R P 2300 27 28 20 1 200 . E N 1 HEAT PUM RIOR SIGN T R A B HEAT PUMP C C O N N E C 2300 T E D L 0 A D S TO 3 TAL 29 LO 30 NG 20 CONT 1 . L 1000 OAD @ 1.25 D.F. 34 IN E 14 MEASURED LOAD ( AM PS) A 5831 5900 5940 T 0 T A L K V A 17.7 TOTAL NON-CONT. 1.00 D.F. 14540 MEASURED LOAD (AMPS) B 731 1000 1000 LONG CONT. LOAD > 3 HRS. VA TOTAL RECEPT. ~ .5 D.F. MEASURED LOAD (AMPS) C 5100 4500 4940 NON-CONTIN UOUS VA TOTAL KITCHEN PER N.E.C. ATE LAST MEASURED: FEEDER DE MAND CAPAC ITY (KVA) 18 D DEMANDABLE RECEPTACLE VA KITCHEN VA NO. OF EQUIP. ( ) FEEDER DEMAND CAPACITY (A) 50 v. FILE\DWG: VIT(R M n nFMANn FACTOR lL/B/T: LEVEL, BAY, IILE~ `L' LUNG cuN IIIVV VUJ wNV n: R~~~~~r~~~ SHEET NOTES: O THE PANEL SHALL BE PROVIDED WITH ISOLATED GROUND BAR. mill CAZSCYN CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 San Francisco, California, 94104 415-677-0141 Fox 415-677-0145 32031 a ~ l~ ~ tr Ci ~ 1ti O M N c ~ U de ) 0 Q~ 00 N N y 00 Cn Date: 9/19/97 For Const. Revisions 0 A L Sheet Title Panel Schedule Checked By / / / / / Sheet Number E2.1 Jobxo.#: 04-1479 nomm~ ORIGINAL 1LX17 (N) PARTIAL (E) MAIN DISTRIBUTION CENTER "MDC"-2500A,277148OV, 3 PH, 4W. i 3 4 5 OUND LE (N) 60A/3P / mill CAR-SON CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 San Froncisco, Colifomio, 94104 415-677-0141 Fox 415-677-0145 . STF.i" ~ °,'j 32031 ` a d O a E a. 6 8 m E z 3 2 a w U O z (N) 45A (N) 3/4°C, 3#6 & 1#10G (N) TRANSFORMER "T-WF" (D5 1/2"C, 1#8G O ISOLATED GROUND SYSTEM DIAGRAM NOT TO SCALE 1-1/2"C, 4#1 & 1#8G & 1#81G X O Of d a 0 O v (N) PANEL "WF" 0 SHEET NOTES: O THE BANK SHALL BE POWERED ENTIRELY (INCLUDING PACKAGED AC UNIT) FROM ONE FEEDER FROM THE STORE'S MAIN DISTRIBUTION CENTER "MDC", DEDICATED EXCLUSIVELY TO THE BANK. IF A CIRCUIT BREAKER OR FUSED SWITCH OR SPACE FOR NEW DEVICE IS AVAILABLE IN MAIN DISTRIBUTION CENTER "MDC" THE CONTRACTOR MAY USE IT. OTHERWISE, THE CONTRACTOR SHALL PROVIDE A NEW ENCLOSED FUSIBLE SWITCH. IF NO EXISTING HOME RUN IS PROVIDED, THE CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT AND CONDUCTORS FROM MAIN DISTRIBUTION CENTER "MDC". THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTIONS. O THE PANEL SHALL BE PROVIDED WITH ISOLATED GROUND BAR. O IF NEW DEVICES ARE INSTALLED IN EXISTING MAIN DISTRIBUTION CENTER "MDC", THEY SHALL MATCH THE EXISTING DEVICES IN HARDWARE AND INTERRUPTING RATINGS. O FIELD VERIFY THE SPACE AND LOAD CAPACITY OF EXISTING MAIN DISTRIBUTION CENTER "MDC". O IF THE NEW ENCLOSED FUSIBLE SWITCH IS INSTALLED, THE FEEDER TAP TO THE SWITCH SHALL NOT BE OVER 10'. PARTIAL SINGLE LINE DIAGRAM NOT TO SCALE O (N) TRANSFORMER, 30KVA, 480-120/208V, 3 PHASE, AIR COOLED DRY TYPE, 220° C INSU LATION CLASS, 80-C TEMPERATURE RISE, NEMA 1 ENCLOSURE, WITH ALL ACCESSORIES FOR FLOOR INSTALLATION. SQUARE D CAT. 3OT3HB OR EQUAL. 7O (N) ENCLOSED MOLDED CASE CIRCUIT BREAKER, 100A, 208V, 3 POLE, NEMA 1 ENCLOSURE. O CONNECT GROUNDING CONDUCTOR TO METAL FRAME OF THE. BUILDING, COLD WATER PIPE OR GROUNDING ROD. O THE LENGTH OF THE CONDUCTORS BETWEEN TRANSFORMER "T-WF" AND THE ENCLOSED CIRCUIT BREAKER SHALL NOT EXCEED 10'. 10 TRANSFORMER "T-WF" SHALL BE INSTALLED IN ELECTRICAL ROOM. THE CLEARANCE BETWEEN TRANSFORMER AND THE WALL SHALL BE PER MANUFACTURERS REQUIREMENTS, BUT NOT LESS THAN 6". TRANSFORMER SHALL BE ANCHORED TO FLOOR SLAB WITH ANCHOR BOLTS. FLEXIBLE CONDUITS 18" LONG (MIN.) SHALL BE USED FOR FINAL CONNECTIONS TO THE TRANSFORMER. '4: 0-97 y p~~ry t . O ® cad CO O U F~ de Cn 00 N Lr) N cd N X 3 00 00 Cn Date: 9/19/97 For Const Revisions . 0 0 O Sheet Title Electrical Diagrams CheckedW / / / / / Sheet Number E2.2 .rob No.#: 04-1479 ORIGINAL 11X17 m om 0 0 s F 3 !r O 8 a E as s y ax E E • a M o z as w U 1- O Z KEY SERVICE UNIT POWER :ni N M ALARM CONTROL-- _ a AUTO DIALER ALARM PANEL - 5'- 8" TELECOM BACKBOARD LAYOUT NOT TO SCALE ELECTRICAL ROUGH-IN WORK NOT TO SCALE © ALL 20A, IG CIRCUITS ON THE TELECOM BACKBOARD SHALL BE DEDICATED CIRCUITS. 7Q ISOLATED GROUND DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R. ® 2" CONDUIT FOR TELEPHONE AND DATA WIRING. THE CONDUIT SHALL BE STUBBED INTO THE CEILING SPACE. 90 PROVIDE 3/4°C, 2 #12 & 1 #12G & 11#12 IG (CKT. WF-18). 0 PROVIDE 3/4"C, 4 #12 & 1 #12 IG TO PANEL "WF." CONNECT BRANCH CIRCUITS TO THE RESPECTIVE CIRCUIT BREAKERS. W O C C) ~ O C t ~ T h~ N ~ b[1 ~--t e-4 V1 P 4 ~ 00 t 00 Date: 9/19/97 For Const. Revisions 0 0 0 Sheet Title Telecom Bkbd. Elevations Checked Ely i i f 1 1 Sheet Number E3.1 rob No.#: 04-1479 EQUIPMENT KEY 8 x 26 A -KEY SERVICE UNIT B - POWER CONDITIONER FOR KEY SERVICE UNIT (8" x 10-112") C - 66 BLOCK (3" x 10") D - 110 BLOCK (10" x 4") E - 4-STATION TELEPHONE JACK (5" x 3") F - EMERGENCY PHONE (4" x 8-1/2) - NOT SHOWN G - AUTO DIALER (7-3/4" x 13" W/BRACKETS) K - ROLLAWAY TELECOM EQUIPMENT CABINET (22-1/8" x 48-1/2" x 28" NOT SHOWN L - POWER TRASFORMER FOR AUTO DIALERS (2-1/2" x 4") M - 4" x 10" x 4" DEEP FLUSH MOUNTED GUTTER FOR MAIN TELECOM FEED & DISTRIBUTION. N - ALARM CONTROL PANEL (12-3/4" x 11-1/2") - SURFACE MOUNTED 0 - ALARM PANEL (12-3/4" x 11-1/2") SURFACE MOUNTED 0 - ALARM PANEL (6-1/2" x 6-1/2") - SURFACE MOUNTED P - 4"x 4"x 4" FLUSH MOUNTED JUNCTION BOX ® PROVIDED BY ELECTRICAL SUBCONTRACTOR. PROVIDED BY BANK TELECOM VENDOR. PROVIDED BY BANK SECURITY VENDOR. SHEET NOTES CARLSON ASSOCIATES, INC. 120 Alont ome Street, Suite 900 Son FroneiSCo, Colifomio, 94104 415-677-0141 Fox 415-677-0145 STr°r t^ ea act 6` e o DEEP) ti 32031 ' 0 THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE TWO 25 PAIR CATEGORY 5 CABLES FROM THE STORE'S MAIN TELEPHONE BACKBOARD TO THE BANK'S TELECOM BACKBOARD THROUGH A 1-1/2" CONDUIT. Q2 A 1" CONTINUOUS CONDUIT FOR DATA WIRING SHALL BE INSTALLED FROM EACH ATM 8'-3" AFF VIA A J-BOX ABOVE THE TELECOM BACKBOARD TO THE GUTTER (LABELED "M") ON THE TELECOM BACKBOARD. A 3/4" CONTINUOUS CONDUIT FOR ALARM WIRING SHALL BE PROVIDED FROM EACH ATM TO A J-BOX ABOVE THE CEILING AT THE ATM'S. A SINGLE 1" CONDUIT SHALL BE PROVIDED FROM THIS J-BOX TO A 12" x 12" J-BOX ABOVE THE CEILING AT THE TELECOM BACKBOARD. FOUR (4) 3/4" CONDUITS SHALL BE PROVIDED FROM THE 12" x 12" J-BOX TO THE 6" x 6"x 4" DEEP 6'-11" AFF J-BOX (LABELED "0") BEHIND THE ALARM CONTROL PANEL ON THE TELECOM BACKBOARD. ® THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE A PULL STRING IN ALL CONDUIT RUNS. Q THE ENTRY POINT OF THE MAIN FEEDER SHALL BE BETWEEN THE KEY SERVICE UNIT AND THE ROX. 6'-0" AFF ALARM CONTROL PANEL. mill CAR-SON Ulil[illVAL 11.11 91ICARLSON OUTLINE ELECTRICAL SPECIFICATIONS - 16000 CARLSON ASSOCIATES, INC. 120 Montgomery Street, Suite 900 2.01 PRODUCTS Son Froncisco, Colifomio, 94104 415-677-0141 Fox 415-677-0145 1.01 GENERAL A SUPPLEMENTARY GENERAL CONDITIONS, SPECIAL REQUIREMENTS AND GENERAL CONDITIONS A. GENERAL: . , DIVISION to OF PROJECT SPECIFICATIONS APPLY TO THIS SECTION. 1. USE ALL NEW MATERIAL, RECEIVED IN ORIGINAL CONTAINERS, INSTALLED AND TURNED OVER TO S• .•S7 B MATERIALS TRANSPORTATION EQUIPMENT, RELATED HAND TOOLS, SPECIAL SCOPE: PROVIDE LABOR THE OWNER FREE OF DEFECTS. KIND OR MAKE OF EACH MATERIAL OR EQUIPMENT ITEM USE ONLY ONE BRAND 2 d G . , AND OCCASIONAL SERVICES TO CONSTRUCT AND INSTALL THE COMPLETE ELECTRICAL SYSTEM AS , . THROUGHOUT THE WORK. MATCH EXISTING WHERE POSSIBLE. ` « 32031 SPECIFIED AND SHOWN ON THE PLANS. BOXES AND COVERS: CAST FOR EXTERIOR APPLICATION, 1-1/2" MINIMUM DEPTH. FORM AND SIZE B C. CODES AND STANDARDS: COMPLY WITH THE LATEST PUBLISHED EDITIONS OF APPLICABLE CODES AND . BEST SUITED TO PARTICULAR LOCATION, DEVICES ENCLOSED, FIXTURE SUPPORTED, NUMBER, SIZE, STANDARDS. AND ARRANGEMENTS OF CONNECTING CONDUITS. " 3 ABBREVIATIONS DOCUMENT TO UNIFORM BUILDING CODE C. RACEWAY AND FITTINGS: CITY OF DENVER ELECTRICAL AMENDMENTS a NEC NATIONAL ELECTRICAL CODE ' 1. ELECTRICAL METALLIC TUBING SHALL BE HOT DIP GALVANIZED CONFORMING TO ANSI C80.3. ~~----I OO LABORATORIES, INC. UL UNDERWRITERS CONNECTORS SHALL BE SET-SCREW TYPE WITH INSULATED THROAT FOR INTERIOR USE IN i--1 4. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE, INC. ATTIC SPACE AND CONCEALED IN WALLS. p 0 $ NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN. 2. FLEXIBLE METAL CONDUIT: T & B SERIES 3110 INSULATED, OR EQUAL, FOR MOTOR OR 'C EQUIPMENT CONNECTIONS. cd C) D. TRANSLUCENT DRAWINGS ON RECORD PREPARE WORK, COMPLETION OF AT DRAWINGS: RECORD D. CONDUCTORS: ALL CONDUCTORS INSULATED COPPER AS MANUFACTURED BY OKONITE, GENERAL DIVISION OF THE UNDER THIS WORK DRAWINGS FOR CONTRACT FROM MADE REPRODUCIBLES ELECTRIC, ROME CABLE COMPANY OR APPROVED EQUIVALENT. U $ SPECIFICATIONS WITH CORRECTIONS MADE SHOWING ALL CHANGES MADE DURING THE COURSE OF - "I WORK. C RATED 1. POWER CONDUCTORS SHALL BE TYPE THWN-THHN, 75 y E PERFORMED IN A 2. WIRE MARKING SHALL BET & B, 3M OR PANDUIT. r-I E. CUTTING, PATCHING AND PAINTING REQUIRED BY THIS CONTRACT WILL B CONDITION AFTER A r L NEAT AND WORKMANLIKE MANNER. ALL SURFACES SHALL BE RETURNED TO ORIGIN LUGS AND SPLICES: CONNECTORS E v ° INSTALLATION OF EQUIPMENT. , . x~; ' 1. TAPE, CONNECTORS, AND LUGS SHALL BE RATED THE SAME TEMPERATURE AND DUTY AS pp N F VISIT THE PROJECT SITE, TAKE NECESSARY MEASUREMENTS, AND VERIFY EXACT LOCATION OF AND SHALL BE SIZED FOR THE SPECIFIC CONDUCTORS INSTALLED. CABLE INSULATION M E . BUILDINGS, UTILITIES AND OTHER FACILITIES, AND OBTAIN SUCH OTHER INFORMATION AS IS NECESSARY , 2. SCOTCHLOK, ONE-PIECE TYPE R, SELF-INSULATED, FOR NO. 10 AND SMALLER WIRE. 00 Cn a FOR AN INTELLIGENT BID. NO ALLOWANCE WILL SUBSEQUENTLY BE MADE BY THE ARCHITECT, LANDLORD OR 3 T & B, COLOR-KEYED, COMPRESSION CONNECTOR, SERIES 54000 FOR NO. 8 AND LARGER YYY/// OWNER FOR ANY ERROR OR OMISSION ON THE PART OF THE BIDDER IN THIS CONNECTION. CONDUCTORS. Date: 9/19/97 For Const. aw w G. SUBMITTALS: THREE COPIES OF A COMPLETE SUBMITTAL, CONSISTING F. RECEPTACLES: Revisions OF CATALOG CUTS, DATA AND BROCHURES OF MATERIALS AND EQUIPMENT PROPOSED FOR USE SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. WHERE MATERIALS DUPLEX CONVENIENCE: 125V, 20A, 2 POLE 3 WIRE GROUNDING, HEAVY DUTY, IVORY COLOR. 1 L OR EQUIPMENT ARE AT VARIANCE WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL . HUBBELL X53521 OR APPROVED EQUAL. ASSUME FULL RESPONSIBILITY FOR THE FUNCTION AND CONFORMITY TO THE SPACE REQUIREMENTS AS 2. PLUG MOLD: PROVIDE °WREMOLD 2000" SERIES WITH RECEPTACLES AT 12" ON CENTER. Q a WELL AS THE COORDINATION OF ALL OTHER TRADES WHOSE WORK IS AFFECTED BY THE CHANGE OR COLOR TO BE IVORY = o SUBSTITUTION. THE ARCHITECT'S APPROVAL OF SUCH MATERIAL OR SHOP DRAWINGS SHALL NOT . O a E RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR Sheet Title SPECIFICATIONS. G. LIGHT SWITCHES: l El m H TESTING: NO WORK SHALL BE ENCLOSED BEFORE ALL REQUIRED INSPECTIONS AND TESTS HAVE BEEN 1. HUBBELL 1221 SERIES, 20A, 277 VOLT RATED, OR APPROVED EQUAL. ectrica . PERFORMED. ANY WORK PREMATURELY CLOSED SHALL BE REOPENED FOR INSPECTION AND COLOR TO BE IVORY. SpeClflCatlOriS RESTORATION OF ALL WORK THEREBY SHALL BE AT THE CONTRACTOR'S EXPENSE. = H. DEVICE PLATES: ~o - FOR INTERIOR APPLICATION, SMOOTH FACE PATTERN: HUBBELL SMOOTH THERMOPLASTIC. 1 m gr l A I I l . COLOR TO BE IVORY. Sheet Number E E4.1 1 W U ~ taro No.#: 04-1479 O Z ORIGINAL 11X17 5 CARLSON m m m m 0 d a 44 OO 8 °x E ~a ad 6 8 E 0 75 E v w U O z CARLSON ASSOCIATES, INC. 01 2 PRODUCT (CONTINUED) 3.01 EXECUTION 120 Montgomery Street, Suite 900 Son Francisco, Colifomio, 94104 . 415-677-0141 Fax 415-677-0145 1. CABINETS AND ENCLOSURES: A. GENER AL: WITH PROTECTIVE PRIMING SHEET METAL - FOR PULL BOXES: GALVANIZED SHEET STEEL 1 1. INSTALL ALL WIRING IN A CONDUIT SYSTEM WHERE SHOWN ON DRAWING ~a F , . COAT AND FINISH COAT OF ENAMEL ON ALL SIDES; BOTH INSIDE AND OUTSIDE OF CABINETS WHICH IS ELECTRICALLY CONTINUOUS THROUGHOUT. CONCEAL ALL CONDUIT UNLESS Q%'°• r 1 AND BOXES; NOT LESS IN THICKNESS THAN NATIONAL ELECTRICAL CODE STANDARD FOR EXPOSED WORK IS CLEARLY CALLED FOR ON THE DRAWINGS. ( ' DIMENSIONS OF CABINETS. 2 RUNNING THREADS ARE PROHIBITED. WHERE NECESSARY FOR CONNECTING CONDUITS, 32031 . 2. FACE PLATES AND TRIMS FOR PANELBOARDS: STRETCH-LEVELED SHEET METAL. ERIKSON COUPLINGS. ®e ° 3 REAM CONDUIT ENDS AFTER CUTTING; MAKE JOINTS AND CONNECTIONS UP TIGHT, PAINT ALL ^ J. LIGHTING FIXTURES AND LAMPS: . EXPOSED THREADS WITH OXIDE INHIBITING COMPOUNDS. NNER THAT IT WILL 4. DO NOT DRILL, BORE OR NOTCH STRUCTURAL MEMBERS IN SUCH A MA 1. FIXTURES ARE SPECIFIED ON DRAWINGS. IMPAIR THEIR STRUCTURAL VALUE. CUTTING OF HOLES, IF REQUIRED, SHALL BE DONE ONLY _ 2. FURNISH AND INSTALL FIXTURES COMPLETE WITH FITTINGS, STEMS, HANGERS AND WITH APPROVAL OF THE STRUCTURAL ENGINEER. ~Q COMPONENT PARTS TO MAKE A COMPLETE INSTALLATION INCLUDING LAMPS OF THE TYPE AND 5 INSTALL OUTLET BOXES FLUSH WITH FINISHED SURFACES EXCEPT WHERE THE DRAWINGS ~ WATTAGE AS SCHEDULED ON DRAWINGS. LAMPS SHALL BE GENERAL ELECTRIC, PHILIPS . SPECIFICALLY INDICATE SURFACE MOUNTING. Ct OR OSRAM-SYLVANIA ENERGY SAVER TYPE. RAPID MINIMUM OF 90%) FACTOR 6. LEAVE NO UNUSED OPENINGS IN ANY BOX. USE CLOSURE PLUGS AS REQUIRED TO SEAL O O /qf1 , ( 3. ELECTRONIC BALLASTS: BALLASTS SHALL BE HIGH POWER START, CLASS P WITH THERMAL AUTOMATIC RESET. ACCEPTABLE MANUFACTURERS ARE 7 PULL NO WIRE INTO ANY CONDUIT UNTIL ALL WORK OF ANY NATURE THAT MAY CAUSE INJURY 4 MOTOROLA, MAGNETEK "TRIAD," ADVANCE "DISCRETE," OR APPROVED EQUIVALENT. . IS COMPLETED. CARE SHALL BE TAKEN IN PULLING WIRES THAT NO DAMAGE OCCURS TO O v3 U K BRANCH CIRCUIT PANELBOARDS: PANELBOARDS SHALL BE FURNISHED COMPLETE WITH MOUNTING, INSULATION OR WIRES. BLOW OUT AND SWAB CONDUITS BEFORE CONDUCTORS ARE PULLED C\ 88 . NUMBER AND SIZES OF CIRCUIT BREAKERS AS SHOWN ON PANEL SCHEDULE ON DRAWING. PANELBOARD IN. ~T . 0 t~b AND BREAKERS SHALL BE MANUFACTURED BY CUTLER-HAMMER (WESTINGHOUSE), TYPE AS SHOWN ON 8. MARK WIRES AT BOTH ENDS WITH THE CORRECT CIRCUIT IDENTIFICATION NUMBERS USING YPEWRITTEN PROVIDE BUS. DALUMINUM PANEL SCHEDULEBREAKERS WITH ~ O ARKERS. SPECIFIED , , AND NAME SCRIPTION, ROOM DE PANEL SHOWING DOOR OF SCHEDULE WITH PLASTIC OVER 9. THAN TWO CONDUCTORS RUN THROUGH A SINGLE OUTLET, MARK EACH WITH MORE WHERE 1.CI 4-1 «i NO NUMBER. THE PANELBOARDS COVER SHALL BE DOOR-IN-DOOR TYPE. THE CORRESPONDING CIRCUIT NUMBER AT THE PANELBOARD. 0 (z N y M " " 10. CUT EXISTING GYP-BOARD WALLS TO INSTALL NEW CONDUIT. PATCH AND PAINT TO MATCH Q 3 00 V) L. BROTHER DEVICE IDENTIFICATION: PROVIDE PANEL AND CIRCUIT IDENTIFICATION FOR ALL WIRING DEVICES, ADJACENT AREA. P-TOUCH LABELS, BLACK ON WHITE. 11 MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS REQUIRED. RESTORE DISTRIBUTION Date: 9/19/97 For Consf. PROVIDE MICARTA ENGRAVED NAMEPLATES (BLACK WITH WHITE LETTERING) FOR THE FOLLOWING:, . WORK TO ORIGINAL CONDITIONS INCLUDING MAINTENANCE OF WIRING CONTINUITY AS REQUIRED. Rev lions ~ A. PANELBOARD 0 B. ENCLOSED FUSED SWITCH 0 C. MAIN SWITCHBOARD Sheet Title Electrical Specifications Checked By / / / / / Sheet Number E4.2 rob No.#: 04-1479 ORIGINAL I M7 , _ r~ ~ - ~ v Pc2D~/ ~ t~t~ 6Y ~.~-1 E.tJ'r- ~n~v' ~ A r 3'-0~~ Z , -oN ~,r,EQ. SQIJA~LE 'T'UBE SUPF't72TS 6Y GORDO~.I. Ir..16TALL F'~RIpi2 'T'p I^ISTAI.L OF S'1-~E~T"~C~C1t. PAt NT Wtt rr~ ~ ~p~ _ CL. o1.E1C GUSSETS ~v~ (f OortoM ~4 RLgO~ G~~JE. Cc~NE1 - ~ ~r - i FABR~cATEbFAG~- P1~IwlT~vH~~ c.1Eur1G~ NE~c~Hr ~~ac~. a.~ o ~~'*~►,K.) s hee-E' w.eTPl l M1A`( VARY. A 7i;,, Y 'r,Y`~ ~~3 RECD Sn ~v~ /~/Ep~t/~ CL• RE1~ ~ CWT'u N E. 30 nn.A . r~'~;~ ~ ~flT P` y. ~'Fi is r~ ~ ck 1 ~ ~ ~ ~~t t Y~ ~ _ tIh"^Y 7C~n'. = ~ f 4~RP Y g3Ci~. } 1 fir. ~ +f' 4 k. 1rti1 Jt{. i 4 Y ` ~l G~ tt ~ ~ rt h ~ ' Rey' „ ' ~ ! bi 1 ty! h ~ t i f~ *sy ~szArUc~-'t~s ~ 3p MA. ?RAr.15Ff~Z►►^~.S f~ M g,. f: • ~-=L ~ N i' O ► D~~' N ArJ G1 tJ G LOGO . ~c~t,.~ ~ -1 ~-o' ` z~~1 v . 3.4 A,v~QS . -ro ~~c~. 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Permit Number: �?O (cl () O a I J c. -I- C� �C✓Y LkJC•t n L ,G �, A14 \Q ❑ No one available for inspection: Time VyS- AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 r Date: H1,� ' 15 Inspector: DO NOT REMOVE THIS NOTICE