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Home My WebLink About4720-4730 Independence StreetCERTIFICATE OF OCCUPANCY Permit #: 202100058 � �� Wh6atp**id e g COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Public Knowledge, LLC Date: 02/04/2021 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, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: Gaming Laboratories International LLC ADDRESS: 600 Airport Road, Lakewood, NJ 08701 CONTRACTOR/ADDRESS: PROPERTY ADDRESS: 4720 Independence St, Wheat Ridge, CO 80033 PARCEL #: 39-222-03-027 ZONING: I -E OCCUPANCY: F -1/H-5 TYPE OF CONST: II -B OCC LOAD: 135 FOR THE FOLLOWING PURPOSE: Bus. License Report Code Editions: N/A No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: Yes �e'_ Of Wat]L�e BUSINESS LICENSE INSPECTION PERMIT NO. 202100058 SC INSPECTION DAY/TIME Tuesday 02/02/21 @ 9:00 am INSPECTION DAY/TIME Z /z- / ' INSPECTION DAY/TIME < 'yC-) � " BUSINESS NAME: Public Knowledge, LLC ADDRESS: 4720 Independence St. CONTACT NAME: Dave Daniels 40,000 SQ FT OCCUPANCY TYPE 3-5 OCCUPANCYLOAD 17— r�, CONSTRUCTION TYPE [?-S,'P' R I N K LE R E D ❑ NON-SPRINKLERED Inspect& Signature Z ' Date FAQ c t % G? .mac zW c/ d -A, cy I I/y ,v1e_ 2— l0 0 c�cCclyr�15 t�7n J i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 23 US/ Job Address: �e'� 7Z67 Permit Number: G- Z/ (!!:;,17_ S ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 'No When corrections are complete, schedule re -inspection online. Date:—?-,- Z-- /r Inspector: DO NOT REMOVE THIS NOTICE i io z In oazo° CD rr (DD a m fD H n ►� ►� a°' y o a� n ID"c�ax °�a00 < O 0 rr O N tr �olsjdy < ."t 00 N c rr 0 H 0 O N O rA m D co w b O_ G1 0 A (� Co Ma C ro`q t�zC, M na 0(D o h W t7 .. CL b n ^. ;. - A (m y p w ° C rr CD `nCD CD CD w rtril n a m aCD ? y 0 `C v "CYQ CD a rnH� _lli O v �,b oo o a Z -1 � l� A m to It c T` C O M N H M rt p w 3 W C b, v Cl S, f,. ro HK K C G^�° l V ^1 r H �� °. ~' � N mom C�sJ < �aa� ` 1 a ct 121 O ° 'c � a ro N- z va z eD Q y '• oa b pfD F44- ON \i °o B rr O n ewy d X = � N d to `p i City Of ,, - W heat j 4dge BUSINESS LICENSE INSPECTION PERMIT NO. 201803262 BUSINESS NAME: Kobetron, LLC INSPECTION DAY/TIME Wed., Jan. 2 @10 am INSPECTION DAY/TIME INSPECTION DAY/TIM ADDRESS: 4720 Independence Street CONTACT NAME: Nicolette Will provide at inspection ) 5 6 SQ FT ,/ 0 OCCUPANCY TYPE �e 01667�"G �e5if� OCCUPANCY LOAD Q^'a Jslff�rlu`i n 57�z CONSTRUCTION TYPE SPRINKLERED ❑ NON-SPRINKLERED Inspector Signature 117,116 Date 57 e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1::TL:- ',/1 - c ec, f) 15�- JobAddress: Permit Number: 0 1 ©3 �• cs� V" ❑ No one available for inspection: Time �� . ��) F AwPM Re -Inspection required: Yes,/ No,) s' When corrections have been made, call for re -inspection at 303-234-5933 Date:l 2 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: L10'4- E pct I e -c- Coni Job Address: Permit Number: 'a D 14"s 0/ U a R ❑ No one available for inspection: Time(O AM/PM Re -Inspection required: Yescl o When corrections have been made, call fo re -inspection at 303-234-5933 Inspe ,. City of Wheat Ridge Commercial Electric PERMIT - 201801428 PERMIT NO: 201801428 ISSUED: 05/29/2018 JOB ADDRESS: 4720 Independence ST EXPIRES: 05/29/2019 JOB DESCRIPTION: Furnish and install a 100 amp 3 phase 120 to 208 volt panel in the Server Room, with all associated breakers fed via panel PP2C n the Electrical room, with a 1.5 inch feeder conduit and associated wiring. relocating 3 existing circuits in the Panel PP2C to the new server room; Furnish and Install 1 Quad 20 amp 120 volt receptacle and 2 L630 or L530 receptacles within 10 ft of the new panel. *** CONTACTS *** OWNER (303)215-5805 MOUNTAINVIEW GROUP THE LLC Paul Magno SUB (303)422-9219 J. David Doherty 018046 Piper Electric Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 540 / Office/Net Rents BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,482.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 157.12 Permit Fee 172.60 ** TOTAL ** 441.91 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. yA ICity of Wheat Ridge ]4"' Commercial Electric PERMIT - 201801428 PERMIT NO: 201801428 ISSUED: 05/29/2018 JOB ADDRESS: 4720 Independence ST EXPIRES: 05/29/2019 JOB DESCRIPTION: Furnish and install a 100 amp 3 phase 120 to 208 volt panel in the Server Room, with all associated breakers fed via panel PP2C n the Electrical room, with a 1.5 inch feeder conduit and associated wiring. relocating 3 existing circuits in the Panel PP2C to the new server room; Furnish and Install 1 Quad 20 amp 120 volt receptacle and 2 L630 or L530 receptacles within 10 ft of the new panel. 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 thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfor ed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature o OWNER o CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances,: 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 gran ti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl cone or any dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. ,1615` Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat age COMMUNITY DFVFLOI'MFNT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 s Inspection Line: 303-234-5933 Email: perm its(cDei.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit #gC f 7 t-70 Plan Review Fee: 11,2, J ' In re Oe u, Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4720 INDEPENDENCE ST, WHEAT RIDGE CO 80228 Property Owner (please print): THE MOUNTAINVIEW GROUP LLC Phone: Property Owner Email: p.magno@gaminglabs.com Tenant (Commercial Projects Only) GAMING LABORATORIES INTERNATIONAL llc Property Owner Mailing Address: (if different than property address) Address: 822 PARKWAY AVE City, State, Zip: EWING NJ 08618 Architect/Engineer: RODNEY GORTON Architect/Engineer E-mail: rgorton@egpower.com Phone: 720-533-4850 Contractor: PIPER ELECTRIC CO, INC City of Wheat Ridge License #: aZ:232 Phone: 303-422-9219 Contractor E-mail Address: nswift@piperelectric.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): DAVE DANIELS Phone: 303-829-8339 CONTACT EMAIL(p/ease print): D.DANIELS@GAMINGLABS.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 # 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. • Furnish & Install a 100amp 3phase 120/208volt panel in the Server Room, with all associated breakers, fed via panel PP2C in the Electrical room, with a 1.5 -inch feeder conduit and associated wiring. Three existing circuits in Panel PP2C that are for the server room shall be moved to the new server room panel to create space for the new Panel feeder breaker. • Furnish & Install one Quad 20amp 120volt receptacles & Two L630 or L530 receptacles, both with in 1 Oft of the new panel. The New server room Panel will have plenty of space available for future loads / circuitry. Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF BTUs Gallons Amps Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) $7482 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �i//�-dz DATE: Printed Name: DAVID DANIELS ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 5/16/2018 G MobileEyes ENABLING A SAFER WORLD User Options i Welcome back DAVE DANIELS (GAMING LABORATORIES INTERNATIONAL) Log Off Update Account Help Videos Single Portal Account Overview Np�How to Find Your Active Jobs RHow to Request an Inspection How to Request Multiple Inspections HOW to Cancel an Inspection Permit Application Contractor Permit Portal Help Desk: 866-442-9002 (8a -8p EST) Email: help@mobile-eyes.com Applications City/Dept.: Arvada Fire Protection District • )tart New Application Just My Jobs All Jobs for my company Address: Street: Status: All Unsubmitted Submitted Address .Gaming Labs 4720 Independence Street Wheat Ridge, CO 80033 Address: Street: Schedule Status: '9 All Scheduled Address Occupant: Job Type: • Search Returned Clear Filters Job Type Status Tenant Finish/Remodel Submitted i 5/16/2018 5:15:42 PM Active Jobs ® Just My Jobs All Jobs for my company Occupant: Job #: Search Unscheduled Clear Filters Job Type / # Status Scheduling i No matches l i Completed/Canceled Jobs ® Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Status: Search ® All Completed Canceled Clear Filters https://www.mobile-eyes.com/PA_index.asp 1/2 Permit Application returned for review - Arvada Fire Protect... - Dave Daniels Page 1 of 1 Permit Application returned for review - Arvada Fire Protection District NoReply@mobile-eyes.com Thu 5/17/2018 8:00 AM ro:Dave Daniels <D.Daniels@gaminglabs.com>; Your permit request for Gaming Labs at 4720 Independence Street Wheat Ridge, CO 80033 has been returned. The AFPD has made the following comments: 5/17/201810:00:39 AM - This is an electrical permit. A fire and life safety plan review is not required. You can correct the application from the online portal and re -submit the application to the Arvada Fire Protection District Community Risk Reduction Division. 4ttps://owa.gaminglabs.com/owa/ 5/17/2018 1k*`PE—. IONkECORD INSPECTION REQUEST LINE: (303) 234-5933 Occuyancv/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Mid -Roof Concrete Encased Ground (CEG) Fire Inspection / Fire Protection Dist. Lath /Wall Tie Foundation / P.E. Letter Final Electrical Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof Fire Inspection / Fire Protection Dist. Lath /Wall Tie Final Electrical Rough Electric Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof Rough Framing Final Window/Doors Insulation Final Building Drywall Screw/ Nail NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window Requests — Please email insgtimerequest(a.ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fe Job Address: Y72-0 Sr Permit Number: 1,04 2o/ G o 1-701-f ❑ No one available for inspection: Time / i �-Mp'm Re -Inspection required: Yes No *When corrections have been made, call for re-inspectiop at 303-234-5933 Date: % �� Inspector: DO NOT REMOVE THIS NOTICE 1k*`PE—. IONkECORD INSPECTION REQUEST LINE: (303) 234-5933 Occuyancv/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Mid -Roof Concrete Encased Ground (CEG) Fire Inspection / Fire Protection Dist. Lath /Wall Tie Foundation / P.E. Letter Final Electrical Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof Fire Inspection / Fire Protection Dist. Lath /Wall Tie Final Electrical Rough Electric Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof Rough Framing Final Window/Doors Insulation Final Building Drywall Screw/ Nail NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window Requests — Please email insgtimerequest(a.ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fe Job Address: Y72-0 Sr Permit Number: 1,04 2o/ G o 1-701-f ❑ No one available for inspection: Time / i �-Mp'm Re -Inspection required: Yes No *When corrections have been made, call for re-inspectiop at 303-234-5933 Date: % �� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �1(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L 1A Job Address: H `7 C7 11y, os. arc( C, Permit Number: c__-) fes, 0 ❑ No one available for inspection: Time i i SAM/PM Re -Inspection required: Yes ',.No * When corrections have been made,, call for re -inspection at 303-234-5933 Date: f Q L. t Inspector: f c DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1-3 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -AS Job Address: 1 ?-0 -1 n re, '4 Permit Number: 6 Q> Q 03 c—.� ❑ No one available for inspection: Time P&//PM Re -Inspection required: Y s No *When corrections have been made, call for re -inspection at 303-234-5933 Date: i 3 Inspector} 1 4 DO NOT REMOVE THIS NOTICE" City of Wheat Ridge Commercial Plumbing PERMIT - 201602032 f� PERMIT NO: 201602032 ISSUED: 12/27/2016 JOB ADDRESS: 4720 Independence ST EXPIRES: 12/27/2017 JOB DESCRIPTION: 300 ft of flexible plastic 3 in. gas pipe, connected to 3 in. SCH40 steel pipe for back-up generator *** CONTACTS *** OWNER (303)215-5805 GAMING LABORATORIES GC (303)455-2825 Corp. 017128 Tolin Mechanical Systems Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 542 / Office/Net Rents; 2 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,982.44 FEES y. Total Valuation 0.00 Use Tax 233.68 Permit Fee 251.85 ** TOTAL ** 485.53 *** COMMENTS *** *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by my signature, do hereby attest that the work 0'e performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 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 y rdinance o eguI ti n ofthis jurisdiction. Approval of work is subject to field inspection. A0 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. 20 pe��occunancvrr�� S�TN REcoyp INSPECTION REQUEST LINE: (303) 2345933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection thefollowing business day.** Inspector Must Sign ALL Spaces pertinent to this Project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Mid -Roof Lath /Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Cityy Wheat Ridg:e 12l27i2of16 1i57 CDMA Rough Framing s00 f+ of flexible P Insulation Drywall Screw/ Nail Final Inspections Final Electrical Final Plumbing Final Mechanical Roof Final Window / Doors Final Building DateIInspector Initials CDA013784 AMOUNT EPSP 4720 Independence ST 485.53 APPL/PERMIT NO: 201602032 PAYMENT RECEIVED AMOUNT NC / 4627 485.53 AUTH CODE: 044012 TOTAL 485.53 Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking ROW & Drainage / Public Works Dept. inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. DOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. =or low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage V the Building Division. *For Inspection Time Window Requests - Please email ins otim ereguestasci wheatridge.co.us by 8:00 A.M. the day of the ispection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat icige COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Perrnit # ov 1 a Plan Review Fee: Building Permit Application ' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Ll7o?O In')0EPC-400e C4E s -T: Property Owner (please print): C --0,W I UC -7 LArSc>2 X1--70 01 � Phone: uC_Ez- &&rC_ T Property Owner Email: Mailing Address: (if different than property address) Address: DD Co DO Al P— #002 7 43 City, State, Zip: LAtE'-yt/MC_� j N S O S ?D 1 Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: C:) / =I- / oZ 8 Phone: Phone: 303 � SS A8 a5 Contractor E-mail Address: A4 Lam= TG H- (�_D IyL= /V • C,0" Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) GA -.S Pl#oe F-ZoNt /`-� C ?��—�� —I -CD L'7C� (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) ceb T l �?�� i0/�C �D crime 3 Q �c� Gt�►'1✓i.Jd—C Sq. Ft./LF Amps Y D s4.ee- m"t Btu's Squares It- .� �, of 76y -&- Gallons Other Project Value; (Contract value or the cost of all materials and labor included in the entire project) -w, 98a, yy OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)tACTOR r (AUT RIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Building & Inspection Services Division 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Wj'-'j�? Date: I lk g '2, • � ( (o Plan/Permit # V 0 If Plan Review Fee: f I /-- /1 -' q &� j)- Email. PAID Building Permit Application rL;T?-k-bj l -'D Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: Propertv Owner Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: -)IIA Z� Contractors Contractors City License #: - , f - , h - I I .- Contractor E-mail Address: 0 Sub Contractors: Electrical: W.R. City License #6 X,�7 6) Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone:• Other City Licensed Sub: City License # Phone: e:'Z Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) 1,etrk tig,, (For ALL projects, please provide a detailed description of work to be performed, ihcluding current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, 'type and amount of materials to be used, etc.) Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 1615--,e, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pen -nit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) 4 A PRINT NAME: 4J 00t- p'�! SIGNATURE: DATE: .` Building Division Valuation: This Page Left Intentionally Blank lim This Page Left Intentionally Blank C; Rocky mountain Power Generation Date: October 4, 2016 Reference: DC1429.4 Gaming Labs Int - 2501kW We are pleased to offer the following quote for the above project: QUANTITY EQUIPMENT DESCRIPTION PRICE EACH TOTAL PRICE 1 Generac 250kW Generator Set Included Included M/N SG250 Natural Gas Fuel 277/480 Volt, 3 Phase, 60 HZ, 1800 RPM 1 1000 Amp Automatic Transfer Switch Included Included 3 Pole, NEMA 1 M/N ATC3C5X31000XSU 1 Freight, Delivery to Site, Off -Load, Factory Included Included Technician Start U Equipment Description: Quantity 1 - Generac Industrial gaseous engine -driven generator, turbocharged/aftercooled 6 cylinder 14.2L engine, consisting of the following features and accessories: • 250 kW Rating, wired for 277/480 VAC three phase, 60 Hz • Stationary Emergency -Standby rated • Permanent Magnet Excitation • UL2200 • EPA Certified • H-100 Control Panel Fro er"I t o Meets NFPA 99 and 110 requirements o Temp Range -40 to 70 degrees CE o Digital Microprocessor: rty °tom ■ Two 4 -line x 20 displays, full system statusng Vtv.'�10r' ■ 3 Phase sensing, +/-0.25% digital voltage regulation ttr ■ RS232, RS485 and Canbus remote ports ■ Waterproof connections ■ All engine sensors are 4-20ma for minimal interference ■ Programmable 1/0 ■ Built-in PLC for special applications o Engine function monitoring and control: • Full range standby operation; programmable auto crank, Emergency Stop, Auto - Off -Manual switch ■ Isochronous Governor, +/-0.25% frequency regulation ■ Full system status on all AC output and engine function parameters ■ Service reminders, trending, fault history (alarm log) ■ 12T function for full generator protection Page 1 of 4 ■ Selectable low -speed exercise o HTS transfer switch function monitoring and control 0 2 -wire start controls for any 2 -wire transfer switch • Natural Gas fuel system • Level 2 Acoustic Enclosure, Steel o Industrial Grey Baked -On Powder Coat Finish o Flex Fuel Line o AC/DC Light Kit 0 12 Position Load Center, unit mounted 0 120V-GFCI and 240V Outlet • Standard .MLCB,:80% rated thermal -magnetic 0 450 Amp o Shunt trip and Auxiliary Contacts • 21 Light Annunciator Flush Mount • Battery. Heating Pad • Battery Charger, 10 Amp, NFPA 110 compliant, installed • Crankcase Oil Heater • 225 AH, 1155 CCA Group 8D Batteries, with rack, installed • Coolant Heater, 1500W,120VAC,'forced-circulation type • 3 Owner's Manuals • Standard 2 -Year Limited Warranty • SG0250KG20142S18HPLYE Quantity 1 - PSTS Series Automatic Transfer Switch consisting of the following features and accessories: • Standard Open Transition 1000 Amp, 3 .Pole, 277/480 VAC three phase • NEMA 1 Enclosure • Emergency Terminal Size, Mechanical Lugs, Customer Connection: (4) 1/0- 750MCM per phase • Normal Terminal Size, Mechanical Lugs, Customer Connection: (4) 1/0-750MCM per phase • Load Terminal Size, Mechanical Lugs, Customer Connection: (4) 1/0-750MCM per phase • Neutral Terminal Size, Mechanical Lugs, Customer Connection: (12) 1/0- 750MCM • 5K - All Phase Overvoltage/Overfreq uency • 5J - All Phase Undervoltage/Underfrequency • 5L - All Phase Voltage Unbalance • 6B - Engine Test Pushbutton e 42 - IBC/CBC Seismic Qualified • 12H - Indicator Light, Emergency Source Available • 12D - Indicator Light, Emergency Source Connected 12G - Indicator Light, Normal Source Available • 12C - Indicator Light, Normal Source Connected • 32D - Inphase Transfer, Adjustable ® 36 - Load Shed from Emergency • 48F - Modbus • 26D - Normal Source Sensing - Emergency (S2) • 5H - Phase Reversal Protection • 26H - Phase Reversal Protection • 23K - Plant Exerciser, Single • 35A - Pre -Transfer Signal Contacts, 1 set • 15F - Source 2 Position Indication Contact • 15E - Source 1 Position Indication Contact • 8C - Pushbutton Bypass TDEN • 8D - Pushbutton Bypass TDNE • 14L - Auxiliary Contacts (2), Source 2 Present ® 14L - Auxiliary Contacts (2), Source 1 Present ® 3A - Time Delay Emergency to Normal, 0-1800 seconds • 4A - Time Delay Engine Cooldown, 0- 1800 seconds ® 7A - Time Delay Engine Fail, 0-6 seconds 'Prolp'm0 e o' o1.� Page 2 of 4 • 2A - Time Delay Engine Start, 0-120 seconds • 1A - Timer - adjustable 0-1800 Seconds • CSA C22.2 Certified • CUL Listed • UL1008 Listed • 32D - Inphase Transfer, default to Time Delay Neutral • ATC -300+ Controller • 48F - Modbus Communication • ATC3C5X31000XSU Notes Pricing includes generators, delivery, off-loading, initial fuel fill (if applicable,) start up w/ two hour load bank Prices valid for 90 days from above date FOB: Jobsite This Bid is per email narrative. No Specifications or One -Line Drawings were given. Please note the following clarifications: 1) General wiring requirements include but may not be limited to the following: • Five (5) #14's between generator terminal strip TB 1 and automatic transfer switch. • Two (2) #14's for 12124VDC power and two (2) #18's (twisted, stranded, shielded pair) for communication between generator terminal strip TB2 and remote annunciator panel. • Most applications without a unit mounted load center require four (4) 120VAC 15A circuits for block heater, battery charger, battery heater, and unit mounted 120VAC receptacle. • Use only twisted, stranded cable. No solid core. • Specific requirements should be clarified through the submittal process. 2) Pricing does not include any applicable taxes & is subject to change without further notice. Pricing is valid for 90 days. 3) Based on unknown site conditions. Scope of supply above includes fuel for testing procedures and crane/millwright services to set the generator on to the concrete pad. Should site access be limited, or obstacles prove difficult, additional costs may be required. 4) Please note the circuit breakers listed above are Eaton type breakers installed at the factory standard. At this time, Rocky Mountain Power Generation (RMPG) has been given no information concerning specific circuit breakers necessary for selective coordination. If applicable, additional pricing will be made available for specific breakers (non -factory standard) upon direction of Selective Coordination Study completed before or after bid date. Note, Selective Coordination Study not included in this proposal. Generac standard -type breaker information available upon request for inclusion with proposal. 5) Scope of supply above does not include anchor bolts (if required). 6) RMPG scope includes a generator mounted secondary fuel regulator. Please note that the following is not included and should be provided by the installing mechanical contractor or plumber if necessary: a) Fuel train installation b) Fuel pipe, fittings, mounts, brackets, and valves from the utility source to the generator, c) External shut-off solenoid valves, d) Vacuum safety switches, e) Primary fuel regulators, f) Insulation 7) The generator is factory certified with a simple lean burn engine and capable of meeting all federal EPA emissions requirements. However, if more stringent requirements are necessary by the local AHJ, additional charges may also apply. ot cm 0$ Page 2 of 4 a) 3rd party emissions compliance testing is not necessary for this generator set. Terms and Conditions Net 30 days, subject to review and approval by our Credit Dept. Payment obligations are not dependent or contingent upon the manner in which purchaser may receive payment from others. No retainage against this order will be permitted unless agreed to ahead of time. Warranty is invalid without factory start up. Start up will be done during normal business hours. Additional charges will be applied to start ups requested on weekends or off normal business hours. Sincerely, Darrell Caldwell Account Manager Rocky Mountain Power Generation 303-927-8469 dcaldwell�'7a rockyountainower.corr Acceptance of Quote Prior to ordering equipment or services, please sign and return this proposal along with your company's purchase order as a confirmation of the above terms and conditions. city of Wheat Ridge Budding n Page 2 of 4 3601 N. Broadway, Denver, CO 303-425-2517 Rocky Mountain Power Generation System Pre -Start Checklist Action Required Delivery Coordination Start -Up Scheduling Technical Support Questions/Issues RMPG Contact Gayann Schneider Project Manager Rocky Mountain Power Generation Tel: 303.428.2517 x240 Fax: 303.426.4558 gschneider@rockymountainpower.com This Generator System Pre -Start Checklist must be completed and faxed to 303-426-4558 or e-mailed to gschneider@rockymountainpower.eom with a minimum 2 -week advance notice for the requested schedule date. Obiective of Form This form was designed as a process improvement to aid the installing contractor in being prepared for the generator system start-up. The contractor is responsible to ensure that all installation work is completed prior to scheduling a technician to perforin the system start-up, on-site testing, and basic operator instruction. In the event that the start-up cannot be completed or requires additional work on the scheduled date due to inadequate site readiness, all costs associated with any return visits to complete such work will be charged to the contractor. Site Name and # Site Contact Site Address City, ST Zip Phone Generator Serial # Site Information Contractor Company Name Contact Name Phone Fax Mobile Transfer Switch Serial # (s) ,W lhner3G C4any fo 6301 North Broadway • Denver CO 80216 • (303) 428-2517 • Fax (303) 428-6785 • (800) 337-8480 M 01 N �Ae3j V"_!!".6kog IASXon 3601 N. Broadway, Denver, CO 303-425-2517 Initial applicable boxes YES NO N/A GENERAL Is the unit secured to the pad and grounded as required by NEC Article 250? Is there a minimum of 3 feet of clearance on all sides of the unit to allow for ease of maintenance and proper ventilation? Is the starting battery located in the battery tray (Battery was supplied with the generator set)? Are there any visible oil or coolant leaks? Is there any visible damage to the products? Is the Utility Power available? A start-up cannot be performed without the Utility Power present and will be reclassified as a prime power unit for warranty purposes. Will a transfer test be allowed at time of the initial start up? Start up cannot be completed without a transfer test. NOTE: In order to properly test generator, all facility load possible must be available. Will the client be available for end user training after completion of start up? YES NO N/A ELECTRICAL Load conductors between generator output breakers and transfer switch(s) are installed and terminated. Flexible connections have been used on conduit connections to the generator set output box. Have the remote annunciator and remote start leads been run? Are they sufficient size for the distance they must travel? Remote annunciator wires must be in a shielded cable. Are the generator load conductors, remote start leads, remote annunciator, A.C. leads to the battery charger and block heater run in separate conduits? The A.C. and D.C. leads must be separated. Is normal power available and connected at the automatic transfer switch (es)? Is the building load connected to automatic transfer switch (es)? Is 120vac, 15amp power supply is provided for the coolant heaters and battery charger? Has the GFl plug been wired? This supplies power to the pre -mounted battery chargers. NOTE: Do not connect batteries until the tech has approved as the battery will discharge if connected prior to approval. Qrar- Cornpiny 0 6301 North Broadway • Denver CO 80216 • (303) 428-2517 • Fax (303) 428-6785 • (800) 337-8480 N" 61 e e 3601 N. Broadway, Denver, CO 303-425-2517 Initial applicable boxes YES NO NTA Are the transfer switch A.C. conductors terminated correctly? NOTE: The utility power source must be connected to N1, N2 & N3; emergency power source - E1, E2 & E3 and the load center - LI, L2&L3. Initial applicable boxes YES NO NTA FUEL SYSTEMS Diesel Units - Has fuel been delivered and put into the sub -base or day tank? Gaseous Units - Natural gas and/or LPG fuel supply is connected and turned on? Gaseous Units - Fuel piping is the appropriate size based on full -load CFH demand (see generator specification sheet). Gaseous Units - Primary regulator(s) and flexible fuel line(s) are installed (These items are supplied with the genset). Gaseous Units - Manual shut-off valve and any applicable safety valves are installed per local codes and standards (supplied and installed by contractor). Gaseous Units - Fuel pressure is available and adequate at the generator set service regulator (see generator specification sheet). Inches of Water Column ? BTU/Hr ? Gaseous Units - Service regulator is adjusted correctly and sized to meet CFH of Generator Set. YES NO N/A INDOOR INSTALL Has the exhaust flex connector been properly sized to prevent high engine backpressure and the mufflers installed? Is the exhaust pipe installed with a downward slope to prevent water or condensation from entering the exhaust manifold or head? If the exhaust pipe is installed with hinges or mounts, are they tight and of correct size and grade through a wall or partition? Is an NFPA approved wall thimble installed around the exhaust pipe at any point it passes through a wall or partition? Is the exhaust system outlet located in place where it would prevent entry of exhaust gas or fumes into nearby buildings or structures? Has proper inlet & outlet air vents been installed. NOTE: Radiators must be ducted to outside of room. GENERAC r JF� �erac Company Property of 6301 North Broadway • Denver CO 80216 • (303) 428-2517 • Fax (303) 428-6785 • (800) 337-8480 �.` t yg 717 li 7177,7j,'.77777'71 .7717-ff I iellll�- 3601 N. Broadway, Denver, CO 303-425-2517 NOTES AND COMMENTS Signature of Contractor Date Signature of Dealer Date pfopcftY , of GENERAG' I IIY13UBTRIAL $4 (3 N u MIll A Generac Company 6301 North Broadway a Denver CO 80216 * (303) 428-2517 e Fax (303) 428-6785 * (800) 337-8480 This Page Left Intentionally Blank V) E c Cl> O0 0 U 4� 0 m E E 3 v mu U L- bD C: - m .2 li u -C U. M. a) u0 C (1) r- 0 u > 0 0 4-J C to 777 V) E c Cl> O0 0 U c2 m E < C= 3 v V) U >0 AP CL CO -C U. M. 10 C 0 c Y > m E 0 0 UO 0 Z c 0 m 8 2 Z3 c Cl> 0 U u < C= W M J of Property of u Chl Y Of Wheat Mdge w 'WIhngoDivimori z w E m lan 0 city or P"I'ding GENERACI INDUSTRIAL GAS SUPPLY CHECK LIST o Gas Service Meter & Serving Utility o Available on site & reliable o Rated for the combined loading of the facility and the generator (total BTU). o Maintains generator minimum pressure requirements while under maximum loading o Step Down Pressure Regulators o Selected for the pressure & flow needs of the generator o Direct acting type with good dynamic response (no significant time lags in regulation) o Selected for minimum no-load to full load pressure droop (< 1-2" w.c desired) o Located near the generator (allows the long piping runs to be at higher pressure) o Located at least 10' away from generator connection (avoids regulator oscillations) o Dedicated to a single generator (increases system reliability) o Piping o Sized large enough to minimize pressure drops to acceptable levels under full gas flow o Minimize the number of elbows to avoid unwanted pressure drops o Ensure entire gas supply system maintains acceptable generator pressure under full gas flow conditions o Should be connected to generator with a flexible connection o Should include a drip leg (sediment trap) Im LP tank's boil off rate (BTU capacity) needs to support rated BTU at minimum ambient. LP liquid withdrawal systems should be considered: cold ambients, small tanks, large generators LP liquid systems require pressure rated piping and vaporization outside a building o Generac Design Resources o "Installation Guidelines for Stationary Industrial Generators" manual 046622 (detailed information) o "Power Design Pro" software -- mechanical design tab (gas piping pressure drop calculator) o National Codes & Standards o NFPA 37 "Installation and use of Stationary Combustion Engines" o NFPA 54 "National Fuel Gas Code" o NFPA 58 "LP Gas Code" 0e: NNP Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 10000002132 P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. A 03/15/16 This Page Left Intentionally Blank Rocky Mountain Power Generation aENERA Rocky Mountain i 6301 Power Generation Denver,• 80211 303-428-8517 Propane/Nat Gas Vapor Usage 886,215 165 41 50 Natural Gas Generator Model -20 SG250 Nat Gas BTU per Hour 2,983,000 Generator kW 250 ..-2b NG Burn Rate @ 100%-ft3/hr 1500 900 20 2983 Propane LP Burn Rate @ 100%- ft3/hr -20 N/A Propane BTU per Hour N/A LP Burn Rate @ 100%- GPH N/A Gallons for Required Run Time N/A Operating Pressure Range - H2O 7-11 Recommended LP Tank Size N/A Req. Hours of Run Time 24 Total Run Time Hours w/ Rec Tank Size N/A LP Tank Size by Hours of Run Time Hours 8 12 24 36 48 72 Gallons Required N/A N/A N/A N/A N/A N/A Tank Capacity N/A N/A N/A N/A N/A N/A LP Tank Sizes Tank Capacity Tank Capacity Minimum Temp Tank Capacity Length Diameter Overall Ht Total (Gallons) Useable (Gallons) (F) (btu/hr) 150 90 20 0 -20 213,792 146,880 78,336 68 24 33 325 195 20 467,670 119 30 39 0 321,300 850 510 20 886,215 165 41 50 0 608,850 -20 324,720 10th i4(i 24 1,U31, 32 '192 41 5(i ..-2b 377,856 1500 900 20 1,355,850 225 46 52 0 931,500 -20 496,800 Note 1: Tank BTU capacity and generator run times based upon maintaining a minimum tank fuel level of 20%. Tanks are typically filled to 801'6 full. Note 2: It is recommended to bring high pressure gas as close to the generator set as legally allowed before regulating to operating pressure. Note 3: Usable tank capacity calculated based on 80% fill and 20% empty = 60% usable capacity. Note 4: Tank sizes above are representative only. Actual tank sizes may vary. rope" of City of Vvhl e i Ut inp TF 'K>P`r'. GE - Rocky Mountain Power Generation Delivering Gaseous Fuel to Gas Fueled Generator Sets Rocky Mountain Power Generation 6301 North Broadway Denver, CO 80216 303-428-8517 Note: —Sizing includes a nominal number of elbows and tees. — Please verify adequate service and meter sizing ropelt : o LP Natural Gas Pressure LPG: 8.55 ft 3/Ib., 4.24 lbs./gal., 2500 btu/ft3 1 cubic foot =1,000 BTU 1 inch mercury = 13.61 inches water column LPG: 36.3 ft3 = 1 gal. 1 therm = 100,000 BTU 1 inch Water Column = 0.036 psi Gas consumption =13,000-16,000 BTU per kW/hr 5-14 inches water column = 0.18 psi to 0.50 psi GENERAC Rocky Mountain taro Poorer Generation Reference: CDPHE APEN General Exemption for Emissions To Whom It May Concern - The generator set being proposed for this project falls under CDPHE limits for reportable exhaust emissions. The calculations, based on manufacturer emissions data, is provided as documentation following this letter. The calculations are based on 500 hours of use or less, per year. Should the end user exceed 500 hours, they should contact CDPHE to determine if they are required to formally submit an APEN or General Permit. While this unit falls under the General Exemption, should the end user or local Authority Having Jurisdiction require a CDPHE issued permit to satisfy local requirements, Rocky Mountain Power will gladly assist in the process. We thank you for this opportunity Sincerely, f//'y% ted' -.�• d r Darrell Caldwell Account Manager Rocky Mountain Power Generation 303-927-8469 dcaldwellerockvmountainoower.com Acceptance of Quote Prior to ordering equipment or services, please sign and return this proposal along with your company's purchase order as a confirmation of the above terms and conditions. Page 1 of 1 a `a r m w — o O Q LL LL LL� LL Z N 63 � � Z a of m m a ry W N m n ro o in ti m p o 0 0 0 0 0 m s' m ti m`"v c cb m 'G qq�r N b rn b s+N 1.,7 M N N N N �, ry o 0 0 O b C o n ry .-a ry O O 14 i a 'u LR ¢ Q � Z Z m Q m U i z E m a .a of A STATEMENT OF EXHAUST EMISSIONS 2016 SPARK -IGNITED, NON-SCAND NR: Not Required DF: Dual Fuel Refer to page 2 for definitions and advisory notes. Af, Y. - Czi t.s x Model Engine EPA Engine Family Fuel CAT Req'd Comb Cat or Separate Cat EPA Cert # THC Grams/bhp-hr. NOx CO Rated RPM BHP Fuel Flow (lb/hr) QTA25 2.4 GGNXB02.42NN NG No NR GGNXB02.42NN-005 2.14 2.37 93.95 1800 38.39 16.52 QTA25 2.4 GGNXB02.42NL LPG No NR GGNXB02.42NL-006 1.43 4.38 86.18 1800 43.29 17.59 SG035 5.4 GGNXB05.42NN NG No NR GGNXB05.42NN-049 1.60 2.52 95.32 1800 82.10 36.91 SG035 5.4 GGNXB05.42NL LPG No NR GGNXB05.42NL-048 1.24 3.45 112.01 1800 82.30 34.60 LL SG040 5.4 GGNXB05.42NN NG No NR GGNXB05.42NN-049 1.60 2.52 95.32 1800 82.10 36.91 o SG040 5.4 GGNXB05.42NL LPG No NR GGNXB05.42NL-048 1.24 3.45 112.01 1800 82.30 34.60 u SG045 5.4 GGNX605.42NN NG No NR GGNXB05.42NN-049 1.60 2.52 95.32 1800 82.10 36.91 55 SG045 5.4 GGNXB05.42NL LPG No NR GGNXB05.42NL-048 1.24 3.45 112.01 1800 82.30 34.60 SG050 5.4 GGNXB05.42NN NG No NR GGNXB05.42NN-049 1.60 2.52 95.32 1800 82.10 36.91 SG050 5.4 GGNXB05.42NL LPG No NR GGNXB05.42NL-048 1.24 3.45 112.01 1800 1 82.30 34.60 w SGO50 6.8 GGNXB06.82NN NG No NR GGNX806.82NN-009 1.46 6.57 30.88 1800 84.90 37.17 SG050 6.8 GGNXB06.82NL LPG No NR GGNXB06.82NL--010 1.86 2.67 172.30 1800 84.66 46.55 o SGO60 6.8 GGNXB06.82NN NG No NR GGNXB06.82NN-009 1.47 2.94 75.88 1800 96.67 38.76 R SG060 6.8 GGNXB06.82NL LPG No NR GGNXB06.82NL-010 1.26 4.23 99.05 1800 96.60 41.20 U) SG070 6.8 GGNXB06.82NN NG No NR GGNXB06.82NN-009 1.46 3.55 68.40 1800 109.72 42.37 SG070 6.8 GGNXB06.82NL LPG No NR GGNXB06.82NL-010 1.26 3.28 111.49 1800 118.41 51.86 SG080 8.0 GGNXB08.02NN NG No NR GGNXB08.02NN-011 1.16 2.86 1 49.60 1800 1 127.61 44.02 SG080 DF 8.0 GGNXB08.02NN NG/LPV No NR GGNXB08.02NN-011 0.85 4.24 27.29 1800 128.06 42.50 SG080 DF 8.0 GGNXB08.02NN NG/LPL No NR GGNXBO8.02NN-011 1.23 4.09 37.06 1800 127.90 42.60 SGO80 8.0 GGNXB08.02NL LPV No NR GGNXB08.02NL-012 0.95 2.24 86.43 1800 127.46 50.13 SG080 8.0 GGNXB08.02NL LPL No NR GGNXB08.02NL-012 1.00 2.77 71.36 1800 128.09 46.61 SG100 9.0 GGNXB08.92C1 NG Yes Cat Muff GGNX608.92C1-047 0.17 0.003 0.06 1800 148.90 46.86 SG100 DF 9.0 GGNXB08.92C1 NG/LPV Yes Cat Muff GGNXB08.92C1-047 0.30 0.400 0.79 1800 133.16 45.36 SG100 DF 9.0 GGNXB08.92C1 NG/LPL I Yes Cat Muff GGNXB08.92C1-047 0.34 0.006 1.10 1800 1 135.75 45.47 SG100 9.0 GGNXB08.92C2 LPG Yes Cat Muff GGNXB08.92C2-029 0.03 1 0.08 0.13 1800 157.67 53.08 SG100 9.0 GGNXB08.92C2 LPL Yes Cat Muff GGNXB08.92C2-029 0.07 1 0.04 0.30 1800 156.15 54.47 SG130,150 9.0 GGNXB08.9203 NG Yes Cat Muff GGNXB08.92C3-050 0.10 0.03 0.02 1800 230.30 71.97 SG130,150 DF 9.0 GGNXB08.92C3 NG/LPV Yes Cat Muff GGNXB08.92C3-050 0.10 0.03 0.02 1800 230.30 71.97 SG130,150 DF 9.0 GGNXB08.92C3 NG/LPL Yes Cat Muff GGNXB08.92C3-050 0.10 0.03 0.02 1800 230.30 71.97 MG130,150 9.0 GGNXB08.92C3 NG Yes Cat Muff GGNXB08.92C3-050 0.10 0.03 0.02 1800 230.30 1 71.97 MG130,150 DF 9.0 GGNXB08.92C3 NG/LPV Yes Cat Muff GGNXB08.92C3-050 0.10 0.03 0.02 1800 230.30 71.97 MG130,150 DF 9.0 GGNXB08.92C3 NG/LPL Yes Cat Muff GGNXB08.92C3-050 0.10 0.03 0.02 1800 230.30 71.97 SG130,150 9.0 GGNXB08.92C4 LPG Yes Cat Muff GGNXB08.92C4-030 0.02 0.57 1 1.30 1800 230.30 75.43 SG130,150 9.0 GGNXB08.92C4 LPL Yes Cat Muff GGNXB08.92C4-030 0.02 0.57 1 1.30 1800 230.30 75.43 MG130,150 9.0 GGNXB08.92C4 LPG Yes Cat Muff GGNXB08.92C4-030 0.02 0.57 1.30 1800 230.30 75.43 MG130,150 9.0 GGNXB08.92C4 LPL Yes Cat Muff GGNXB08.92C4-030 0.02 0.57 1.30 1 1800 230.30 75.43 v SG150 12.9 GGNXB12.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.53 0.13 0.53 1800 307.87 107.99 J MG150 12.9 GGNXB12.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.53 0.13 0.53 1800 307.87 107.99 m SG175 12.9 GGNXB12.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.53 0.13 0.53 1800 307.87 107.99 w SG200 12.9 GGNXB12.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.53 0.13 0.53 1800 1 307.87 107.99 MG200 12.9 GGNX612.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.53 0.13 1 0.53 1800 307.87 107.99 m SG230 12.9 GGNX812.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.38 1 0.03 0.53 1800 379.10 125.30 SG250 12.9 GGNXB12.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.38 0.03 0.53 1800 379.10 125.30 n MG250 12.9 GGNXB12.92C2 NG Yes Cat Muff GGNXB12.92C2-031 0.38 0.03 0.53 1800 379.10 1 125.30 E SG275 12.9 GGNXB12.92C3 NG Yes Cat Muff GGNXB12.92C3-032 0.06 0.06 0.81 2150 477.00 164.20 J SG300 12.9 GGNXB12.92C3 NG Yes Cat Muff GGNXB12.92C3-032 0.06 0.06 0.81 2150 477.00 164.20 MG300 12.9 GGNXB12.92C3 NG Yes Cat Muff GGNXB12.92C3-032 0.06 0.06 0.81 2150 477.00 164.20 SG150, 175, 200 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22C1-033 0.06 0.05 0.39 1800 304.00 98.54 MG150 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22C1-033 0.06 1 0.05 0.39 1800 304.00 98.54 MG200 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22C1-033 0.06 0.05 0.39 1800 304.00 98.54 SG230, 250 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22Cl-033 0.04 0.02 0.23 1800 1 374.00 120.84 MG250 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22C1-033 0.04 0.02 0.23 1800 374.00 120.84 SG275, 300 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22C1-033 0.03 0.03 0.17 1800 460.00 142.87 MG300 14.2 GGNXB14.22C1 NG Yes Cat Muff GGNXB14.22C1-033 0.03 0.03 0.17 1800 460.00 142.87 SG350 21.9 GGNXB21.92C1 NG Yes Cat Muff I GGNXB21.92C1-034 0.18 0.14 0.82 1800 636.00 201.17 MG350 21.9 GGNXB21.92C1 NG Yes Cat Muff GGNX621.92C1-034 0.18 0.14 1 0.82 1800 636.00 201.17 SG400 21.9 GGNXB21.92C1 NG Yes Cat Muff GGNXB21.92C1-034 0.18 0.14 0.82 1800 636.00 201.17 MG400 21.9 GGNXB21.92C1 NG Yes Cat Muff GGNXB21.92C1-034 0.18 0.14 0.82 1800 636.00 201.17 SG500 25.8 GGNXB25.82C1 NG Yes Cat Muff GGNXB25.82C1-057 0.07 0.07 0.05 1800 1 777.004 , 9t MG500 25.8 GGNXB25.82C1 NG Yes Cat Muff GGNXB25.82C1-057 0.07 0.07 0.05 1800 777. ' 44.49 NR: Not Required DF: Dual Fuel Refer to page 2 for definitions and advisory notes. Af, Y. - Czi t.s x o U To w tb G o� U <n U 3 0 a� c O v N G cz U U � O h T v° i E a o C8 cd o Io _U CC CC o U G U o 4G 'U ci T U C4 •rs � � o cn w a. � V• ..O G .3 U cd U �{" a a N .� G GO ¢• ^p G G 0 0 C a > U •a C .0 °G G ai d cn G •� 3 v � � a � Q u N T U C4 > � _ L: F Y c .O ^OT N V F C G ¢• T � O U U "O S O vU•'� c.-. � 'O v.O ' u Y o o C a F. c o a aGi y a u o N ° a � a O c -o Pro peri ,?" �f GENERAC*1 INDUSTRIAL STATEMENT OF EXHAUST EMISSIONS 2016 SPARK -IGNITED, NON-SCAND 2016 EPA SPARK -IGNITED EXHAUST EMISSIONS DATA Effective since 2009, the EPA has implemented exhaust emissions regulations on stationary spark -ignited (gaseous) engine generators for emergency applications. All Generac spark -ignited gensets, including SG, MG, QTA, QT and RG series gensets that are built with engines manufactured in 2009 and later meet the requirements of 40CFR part 60 subpart JJJJ and are EPA certified. These generator sets are labeled as EPA Certified with decals affixed to the engines' valve covers. The attached documents summarize the general information relevant to EPA certification on these generator sets. This information can be used for submittal data and for permitting purposes, if required. These documents include the following information: EPA Engine Family The EPA Engine Family is assigned by the Manufacturer under EPA guidelines for certification purposes and appears on the EPA certificate Catalyst Required Indicates whether an exhaust catalyst and Air/Fuel Ratio control system are required on the generator set to meet EPA certification requirements. Generally, units rated 80kN/ and smaller do not require a catalyst to meet EPA certification requirements. Please note that some units that do not require a catalyst to meet EPA requirements do need a catalyst if the California SCAQMD option is selected. Please see "California SCAQMD" below for additional information on this option. Combination Catalyst or Separate Catalyst SG and MG series generator sets typically utilize a single combination catalyst/silencer as part of meeting EPA certification requirements. Many QT and RG series generator sets use the same engines as SG series units, but have different exhaust configurations that require the use of conventional silencers with additional separate catalysts installed. EPA Certificate Number Upon certification by the EPA, a Certificate Number is assigned by the EPA Emissions Actuals - Grams/bhp-hr Actual exhaust emission data for Total Hydrocarbons (THC), Nitrogen Oxides (NOx) and Carbon Monoxide (CO) that were submitted to EPA and are official data of record for certification. This data can be used for permitting if necessary. Values are expressed in grams per brake horsepower -hour; to convert to grams/kW-hr, multiply by 1.341. Please see advisory notes below for further information. California Units, SCAQMD CEP Number A separate low -emissions option is available on many Generac gaseous -fueled generator sets to comply with the more stringent South Coast Air Quality Management District requirements that are recognized in certain areas in California. Gensets that include this option are also EPA Certified. General Advisory Note to Dealers The information provided here is proprietary to Generac and its' authorized dealers. This information may only be disseminated upon request, to regulatory governmental bodies for emissions permitting purposes or to specifying organizations as submittal data when expressly required by project specifications, and shall remain confidential and not open to public viewing. This information is not intended for compilation or sales purposes and may not be used as such, nor may it be reproduced without the expressed written permission of Generac Power Systems, Inc. Advisory Notes on Emissions Actuals • The stated values are actual exhaust emission test measurements obtained from units representative of the generator types and engines described. • Values are official data of record as submitted to the EPA and SCAQMD for certification purposes. Testing was conducted in accordance with prevailing EPA protocols, which are typically accepted by SCAQMD and other regional authorities. • No emission values provided are to be construed as guarantees of emissions levels for any given Generac generator unit. • Generac Power Systems reserves the right to revise this information without prior notice. • Consult state and local regulatory agencies for specific permitting requirements. • The emissions performance data supplied by the equipment manufacturer is only one element required toward completion of the permitting and installation process. State and local regulations may vary on a case-by-case basis and must be consulted by the permit applicant/equipment owner prior to equipment purchase or installation. The data supplied herein by Generac Power Systems cannot be construed as a guarantee of installability of the generator set.,, ci • The emission values provided are the result of multi -mode, weighted scale testing in accordance with EPA testing regulations, and may'*Ne, representative of any specific load point. ,N<T • The emission values provided are not to be construed as emission limits. F Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 -,,Zauiief11i (0000000890 P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 02/26/16 This Page Left Intentionally Blank Generac Power Systems 2 Year (213) Limited Warranty for Industrial Standby Generators For the period of warranty noted below, begins upon the successful start-up and/or on-line activation of the unit, Generac Power Systems, Inc. "Gen- erac" warrants that its Generator and/or transfer switch system will be free from defects in material and workmanship for the items and period set forth below. Generac will, at its discretion, repair or replace any part(s) which, upon evaluation, inspection and testing by Generac or an Authorized Generac Service Dealer, is found to be defective. Any equipment that the purchaser/owner claims to be defective must be evaluated by the nearest Authorized Generac Service Dealer. Emissions components are excluded from coverage under this extended warranty. Emissions warranty coverage is detailed in a separate emissions warranty. Warranty Coverage: Warranty coverage period is for Two (2) years or two-thousand (2,000) hours, whichever occurs first. Warranty Coverage in Year(s): 1 Warranty Coverage in Year(s): 2 Parts, Labor and Limited Travel Limited Parts Only Limited Gearbox Coverage: Year(s): 1-5 Coverage Year(s): 6-10 Coverage Limited Parts and Labor Limited Parts Only Guidelines: 1. Unit must be registered and proof of purchase available 7. Warranty only applies to permanently wired and mounted 2. Any and all warranty repairs and/or concerns must be per- units. formed and/or addressed by an Authorized/Certified Generac 8. Damage to any covered components or consequential dam- Service Dealer, or branch thereof. Repairs or diagnostics per- ages caused by the use of a non-OEM part will not be cov- formed by individuals other than Authorized/Certified Generac ered by the warranty. Service Dealers not authorized in writing by Generac will not 9. Proof of performance of all required maintenance must be be covered. available. 3. This Warranty is transferable between ownership of original 10. Travel allowance is limited to 300 miles maximum and seven install site. and half (7.5) hours maximum (per occurrence, whichever is 4. Generac supplied engine coolant heaters (black-heaters), less) round trip from the nearest Authorized Generac Dealer. heater controls and circulating pumps are only covered during Any additional travel required will not be covered. the first year of the warranty provision. 11. Engines, driven components and fuel tanks used in Gen- t. Generac may choose to repair, replace or refund a piece of erac's standby power products system can carry a separate equipment in its sole discretion. manufacturer's (OEM) warranty (the "OEM Warranties"), 6. Enclosures are warranted against rust for the first year of unless otherwise expressly stated. OEM Warranties are in ownership only. Damage caused after receipt of generator is addition to this Warranty. All warranty claims for defects in the responsibility of the owner and is not covered by this war- material and/or workmanship on Generac product OEM com- ranty. Nicks, scrapes, dents or scratches to the painted enclo- ponents, may be directed through the OEM distributor/dealer sure should be repaired promptly by the owner. network. OEM Warranties may vary and are subject to change. Generac shall have no liability under OEM warran- ties. The following will NOT be covered by this warranty: 1. Costs of normal maintenance (i.e. tune-ups, associated 8. Products that are modified or altered in a manor not autho- part(s), adjustments, loose/leaking clamps, installation and rized by Generac in writing. start-up). 9. Starting batteries, fuses, light bulbs, engine fluids and any 2. Damage/failures to the generator and/or transfer switch sys- related labor. tem caused by accidents, shipping, handling, or improper 10. Steel enclosures that rust as a result of improper installation, storage. location in a harsh or salt water environment, or are scratched 3. Damage/failures caused by operation with improper fuels, where the integrity of applied paint is compromised. speeds, loads or installations other than what's recommended 11. Units sold, rated or used for "Prime Power", "Trailer Mounted" or specified by Generac Power Systems. or "Rental Unit" applications as defined by Generac. Contact 4. Damage to the generator and/or transfer switch due to the use an Authorized Generac Service Dealer for definitions. of non-Generac parts and/or equipment, contaminated fuels, 12. Shipping costs associated with expedited shipping. oils, coolants/antifreeze or lack of proper fuels, oil or coolants/ 13. Additional costs for overtime, holiday or emergency labor antifreeze. costs for repairs outside of normal business hours. 5. Failures due to normal wear and tear, accident, misuse, 14. Any incidental, consequential or indirect damages caused by abuse, neglect, improper installation, improper sizing, or defects in materials or workmanship, or any delay in repair or rodent and/or insect infestation. replacement of the defective part(s). 6. Rental equipment used while warranty repairs are being per- 15. Failures caused by any act of God or external cause including formed and/or any extraordinary equipment used for removal without limitation, fire, theft, freezing, war, lightning, earth- and/or reinstallation of generator (i.e. cranes, hoists, lifts, et. quake, windstorm, hail, water, tornado, hurricane, or any al.). other matters which are reasonably beyond the manufac- 7. Planes, ferries, railroad, buses, helicopters, snowmobiles, turer's control. snow-cats, off-road vehicles or any other mode of transport deemed not standard by Generac. THIS WARRANTY SUPERSEDES ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. SPECIFICALLY, GENERAC MAKES NO OTHER WAR- RANTIES AS TO THE MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ANY IMPLIED WARRANTIES WHICH ARE ALLOWED BY LAW, SHALL BE LIMITED IN DURATION TO THE TERMS OF THE EXPRESS WARRANTY PROVIDED HEREIN. SOME STATES DO NOT ALLOW LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS, SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU. GENERAC'S ONLY LIABILITY SHALL BE THE REPAIR OR REPLACEMENT OF PART(S) AS STATED ABOVE. IN NO EVENT SHALL GENERAC BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, EVEN IF SUCH DAMAGES ARE A DIRECT RESULT OF GENERAC'S NEGLIGENCE. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIM- ITATION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS. YOU ALSO HAVE OTHER RIGHTS FROM STATE TO STATE. GENERAC POWER SYSTEMS, INC. • P.O. BOX 8 • Waukesha, WI, USA 53187 propefY Ph: (888) GENERAC (436-3722) • Fax: (262) 544-4851 To locate the nearest Authorized Dealer and to download schematics, exploded views and parts lists visit our website: www.generac.com cit, o` ' Part No. OK3486 Revision C �3( Generac Power Systems 2 Year (213) Limited Warranty for Industrial Emergency Transfer Switch Systems For the period of warranty noted below, which begins upon the successful start-up and/or on-line activation of the unit, Generac Power Systems, Inc. "Generac" warrants that its transfer switch system will be free from defects in material and workmanship for the items and period set forth below. Generac will, at its discretion, repair or replace any part(s) which, upon evaluation, inspection and testing by Generac or an Authorized/Cer- tified Generac Service Dealer, is found to be defective. Any equipment that the purchaser/owner claims to be defective must be evaluated by the nearest Authorized/Certified Generac Service Dealer. Warranty Coverage in Year(s): 1 Warranty Coverage in Year(s): 2 Parts, Labor and Limited Travel Limited Parts Only Guidelines: 1. Unit must be registered and proof of purchase available 6. Enclosures are warranted for the first year of ownership only. 2. Any and all warranty repairs and/or concerns must be performed Damage caused after receipt of generator is the responsibility of and/or addressed by an Authorized/Certified Generac Service the owner and is not covered by this warranty. Nicks, scrapes, Dealer, or branch thereof. Repairs or diagnostics performed by dents or scratches to the painted enclosure should be repaired individuals other than Authorized/Certified Generac Service promptly by the owner. Dealers not authorized in writing by Generac will not be covered. 7. Proof of performance of all required maintenance must be avail - 3. Warranty is transferable between ownership of original installa- able. tion site. 8. Travel allowance is limited to 300 miles maximum or seven and 4. Generac may choose to repair, replace or refund a piece of half (7.5) hours maximum (per occurrence, whichever is less) equipment in its sole discretion. round trip from the nearest Authorized Generac Dealer. Any 5. Warranty only applies to permanently wired and mounted units. additional travel required will not be covered. The following will NOT be covered by this warranty: 1. Costs of normal maintenance (i.e. associated part(s), adjust- 10. Steel enclosures that rust as a result of improper installation, ments, installation and start-up). location in a harsh or salt water environment, or are scratched 2. Damage to the transfer switch system caused by accidents, where the integrity of applied paint is compromised. shipping, handling or improper storage. 11. Fuses, light bulbs and any related labor. 3. Damage/failures caused by operation with loads or installations 12. Units sold, rated or used for "Prime Power", "Trailer Mounted" or other than what's recommended or specified by Generac. Unau- "Rental Unit" applications as defined by Generac. Contact an thorized modification/misapplication will not be warranted unless authorized Generac Service Dealer for definitions. authorized by Generac in writing. 13. Failures caused by any act of God or external cause including 4. Rental equipment used while warranty repairs are being per- without limitation, fire, theft, freezing, war, lightning, earthquake, formed and/or any extraordinary equipment used for removal windstorm, hail, water, tornado, hurricane, or any other matters and/or reinstallation of generator (i.e. cranes, hoists, lifts, et. al.). which are reasonably beyond the manufacturer's control. 5. Planes, ferries, railroad, buses, helicopters, snowmobiles, snow- 14. Shipping costs associated with expedited shipping. cats, off-road vehicles or any other mode of transport deemed 15. Any incidental, consequential or indirect damages caused by not standard by Generac. defects in materials or workmanship, or any delay in repair or 6. Failures due to normal wear and tear, accident, misuse, abuse, replacement of the defective part(s). neglect, improper installation, or improper sizing. 16. Any unit built/manufactured prior to 2014 models. 7. Damage to any covered components or consequential damages 17. Overtime, holiday or emergency labor. caused by the use of a non -OEM part will not be covered by this 18. Living or travel expenses of person(s) performing service, warranty. except as specifically included within the terms of a specific unit 8. Damage related to rodent and/or insect infestation. warranty period. 9. Repairs or diagnostics performed by individuals other than Gen- erac authorized dealers not authorized in writing by Generac. THIS WARRANTY SUPERSEDES ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. SPECIFICALLY, GENERAC MAKES NO OTHER WARRANTIES AS TO MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ANY IMPLIED WARRANTIES WHICH ARE ALLOWED BY LAW, SHALL BE LIMITED IN DURATION TO THE TERMS OF THE EXPRESS LIMITED WARRANTY PROVIDED HEREIN. SOME STATES DO NOT ALLOW LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS, SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU. GENERAC'S ONLY LIABILITY SHALL BE THE REPAIR OR REPLACEMENT OF PART(S) AS STATED ABOVE. IN NO EVENT SHALL GENERAC BE LIABLE FOR ANY INCIDENTAL OR CONSE- QUENTIAL DAMAGES, EVEN IF SUCH DAMAGES ARE A DIRECT RESULT OF GENERAC'S NEGLIGENCE. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU. THIS WAR- RANTY GIVES YOU SPECIFIC LEGAL RIGHTS. YOU COULD ALSO HAVE OTHER RIGHTS FROM STATE TO STATE. FOR AUSTRALIA ONLY: Our goods come with guarantees that cannot be excluded under the Australian Consumer Law. You are entitled to a replace- ment or refund for a major failure and for compensation for any other reasonably foreseeable loss or damage. You are also entitled to have the goods repaired or replaced if the goods fail to be of acceptable quality and the failure does not amount to a major failure. For Service or other product inqui- ries in Australia, please contact Allpower by phone at 1800-333-428 or visit Allpower's website at www.allpower.com.au. FOR NEW ZEALAND ONLY: Nothing in this warranty statement excludes, restricts or modifies any condition, warranty right or remedy which pursu- ant to the New Zealand Legislation (Commonwealth or State) including the Fair Trading Practices Act of 1986 or the Consumer Guarantees Act 1993 ("CGA") applies to this limited warranty and may not be so excluded, restricted or modified. Nothing in this statement is intended to have the effect of contracting out of the provisions of the CGA, except to the extent permitted by that Act, and these terms are to be modified to the extent necessary to give effect to that intention. If you acquire goods from Generac Power Systems or any of its authorized resellers and distributors for the purposes of a business, then pursuant to section 43(2) of the CGA, it is agreed that the provisions of the CGA do not apply. For Service or other product inquiries in New Zealand, please contact Allpower by phone at 09-269-1160 or visit Allpower's website at www.allpoweccom.nz. GENERAC POWER SYSTEMS, INC. • P.O. BOX 8 • Waukesha, WI, USA 53187 Ph: (888) GENERAC (436-3722) • Fax: (262) 544-4851 To locate the nearest Authorized Dealer and to download schematics, exploded views and parts lists visit our website: www.generac.com Part No. OJ4302 Revision F (4/15) P Co 4 > �4t hl X4 GENERAC'l INDUSTRIAL WOMEN= POWER 1, Certification of Quality Generac Power Systems certifies that the products we manufacture have been built and tested in accordance with strict internal and external standards for quality. Our quality management system has been registered with the internationally recognized ISO 9001:2008 standard and our products comply with external standards that include, but are not limited to, CSA, NEMA, EGSA, ISO, and UL. The Generac Quality Management System (GQMS) ensures the highest standards of quality at every level of production, from raw materials to the finished product. This includes receiving inspection, in -process checks, product and process audits, testing, final inspections, and shipping standards. Tests of our products are performed in accordance with our internal procedures and controlled through the GQMS to ensure accuracy and effectiveness. The testing process and product designs comply with external standards which may include, but are not limited to: ISO 8528-5, ISO 3046, NFPA 99, NFPA 110, BS 5514, SAE J1349, and DIN 6271. expect from Generac. 'F I Tmr�i Vice President of Quality Generac Power Systems, Inc. f6(3e Waukesha, Wisconsin USA Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 0184520SSD P: (262) 544-4811 C 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 03/01/12 This Page Left Intentionally Blank pr'�3peftY j4 vaa A 4 A I 1214 This is to certify that ITZEMMOM S45 W29290 Hwy. 59 Waukesha, WI 53189 United States of America with the organizational units/sites as listed in the annex Om has implemented and maintains a Quality Management System. Scope: Design, Manufacturing and Distribution of Generators and Power Products. Through an audit, documented in a report, it was verified that the management system fulfills the requirements of the following standard: Certificate registration no. 10012920 QM08 Date of original certification 2013-12-09 Date of certification 2013-12-09 e e Valid until 2016-12-08 UL DQS Inc. ( proper Y f'ty Ganesh Rao` 4 3 Managing Director Accredited Body: UL DQS Inc., 1130 West Lake Cook Road, Suite 340, Buffalo Grove, IL 60089 USA 1 /2 Annex to Certificate Registration No. 10012920 O 08 Generac Power Systems, Inc. S45 W29290 Hwy. 59 Waukesha, WI 53189 United States of America Location 10012922 Generac Power Systems, Inc. 211 Murphy Dr. Eagle, WI 53119 United States of America 10012924 Generac Power Systems, Inc. 900 N. Parkway Jefferson, WI 53549 United States of America 10012923 Generac Power Systems, Inc. 757 N. Newcomb St. Whitewater, WI 53190 United States of America This annex (edition: 2013-12-09) is only valid in connection with the above-mentioned certificate. 2/2 I This Page Left Intentionally Blank 4�� | ��N | 0�0�� «�n�m�� | x�r.m�� | ��u mv« INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency STANDBY POWER RATING 25OkW, 313kVA, SOHz PRIME POWER RATING* 225 kW, 281 kVA, GOHz all *EPA Cerlified Prime ratings are not available in the U.S. or its Territories. CODES AND STANDARDS Goneranproducts are designed 10the following standards: IUFM#M§K. "111M POWERING AHEAD Ganaumensu res superior quality bydesigning and manufacturing most ofits generator components, including 0FPA70��11�37 ' alternators, enclosures and base tanks, control systems and communications software. NEC700.701.782.708 Geneoc'sOensa1sutilize owide variety ofoptions, configurations and arrangements, allowing uutomeet the |S09001.8528.3040.7687. standby power needs nfpractically every application. Pluses #2b. 4 ANSI C62.41 osl)pd IBC 2009, CBC 2010, IBC 2012, ASCE 7-05, Geneo*searched globally 10ensure the most reliable engines power our generators. Wechoose only engines that have already been proven inheavy-duty industrial application under adverse conditions. support continues after their generator purchase. �� | �� | 250 kW ��u�� | x~�.�� | �uuxvv INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA CorfifioUStationary Emergency STANDARD FEATURES ENGINE SYSTEM ^ Oil Drain Extension ° Battery charging alternator ~ Air Cleaner ° Battery cables ` Fan Guard ^ Battery tray ° Stainless Steel flexible exhaust nvnnnct'un ~ Rubber -booted engine o|ecNou| ^ Factory Filled Oil &Coolant connections ^ Radiator Duct Adapter (open set only) ^ Solenoid activated starter motor ^ Critical Exhaust Silencer ^ Sealed Bearings CONTROL SYSTEM Control Panel ° Digital HControl Panel Dual 420Display ^ Programmable Crank Limiter ~ 7'DoyProgrammable Exerciser ^ Special Applications Programmable PLC ^ RJ'232/485 ^ All -Phase Sensing DVR ~ Full System Status ~ Utility Monitoring ~ Low Fuel Pressure Indication ^ 2-VWmStart Compatible ^ Power Output (kW) ~ Power Factor ° mwHours, Total & Last Run ~ Power ~All Phase AC Voltage ^ All Phase Gonmm ~ Oil Pressure ~ Coolant Temperature ~ Coolant Level ~ Engine Speed ~ Battery Voltage ^ Frequency ` Date/Time Fault History (Event Log) ~ Isochronous Governor Control ^ Wummmof/soo|oUConnootom ° Audible Alarms and Shutdowns ° Not inAuto (Flashing LiuN) ~ Aum/OU/ManuniSwitch ~ E'Smp(Red Munhmom'Typo) ^ NFPA110Level | and ||<Pmgmmmab|o> . CusmmbnmxAlarms, Warnings, and Events ^ Modbunpmmrn| ~ Predictive Maintenance algorithm ^ Sealed Boards ^ Password parameter adjustment protection GENERATOR SET ~ Internal GenumVibration isolation ~ Separation of circuits hNhaowvoltuge ~ Separation mcircuits multiple breakers ^ Wrapped Exhaust Piping ^ Standard Factory Testing ^ 2Year Limited Warranty (Standby rated Units) ~ 1 Year Warranty (Prime rated units) ^ Silencer mounted inthe d|soha0ohood (enclosed only) ENCLOSURE (IF SE ~ with nylon washers to protect finish ~ High performance sound -absorbing material (L1 & L2) ~ Gaskmo doors ~ Stamped air-intake louvers ^ Air discharge hoods for radiator -upward pointing ^ Stainless steel lift off door hinges ~ Stainless steel lockable handles ^ RhinnCnm~ Textured polyester powder coat ° Single point ground - 15channel data logging ^ O.2msec high speed data logging ~ Alarm information automatically comes up nnthe display Alarm ~Oil Pres(Pre-programmable bm ~ Coolant Temperature (Pre-programmed High Temp Shutdown) ~ Coolant Level (Pw'pmgmmmodLow Level Shutdown) ~Low Fuel Pressure Alarm , Engine Speed (Pre'pmymmmodOver speed Shutdown) ^ Battery Voltage Warning ' Alarms & warnings time and date stamped ` Alarms & warnings for transient and steady state conditions ~ Snap shots o|key operation parameters during alarms &warnings ° Alarms and warnings spelled out (no alarm codes) ALTERNATOR SYSTEM Fuel System . UL2200Gnnpmtec~ ~ Flexible fuel line ' NPT Connection ^ Class Hinsulation material ^ Primary and secondary fuel filters ^ 2/3 Pitch ~ Skewed Stator Cooling System ^ Permanent Magnet Excitation ~ Closed Coolant Recovery System ^ Sealed Bearings ^ UV/Ozone resistant hoses ^ Amnu|uonu,winding ° Factory- Installed Radiator °Full load capacity alternator °5V/5OEthylene glycol antifreeze - Radiator drain extension CONTROL SYSTEM Control Panel ° Digital HControl Panel Dual 420Display ^ Programmable Crank Limiter ~ 7'DoyProgrammable Exerciser ^ Special Applications Programmable PLC ^ RJ'232/485 ^ All -Phase Sensing DVR ~ Full System Status ~ Utility Monitoring ~ Low Fuel Pressure Indication ^ 2-VWmStart Compatible ^ Power Output (kW) ~ Power Factor ° mwHours, Total & Last Run ~ Power ~All Phase AC Voltage ^ All Phase Gonmm ~ Oil Pressure ~ Coolant Temperature ~ Coolant Level ~ Engine Speed ~ Battery Voltage ^ Frequency ` Date/Time Fault History (Event Log) ~ Isochronous Governor Control ^ Wummmof/soo|oUConnootom ° Audible Alarms and Shutdowns ° Not inAuto (Flashing LiuN) ~ Aum/OU/ManuniSwitch ~ E'Smp(Red Munhmom'Typo) ^ NFPA110Level | and ||<Pmgmmmab|o> . CusmmbnmxAlarms, Warnings, and Events ^ Modbunpmmrn| ~ Predictive Maintenance algorithm ^ Sealed Boards ^ Password parameter adjustment protection GENERATOR SET ~ Internal GenumVibration isolation ~ Separation of circuits hNhaowvoltuge ~ Separation mcircuits multiple breakers ^ Wrapped Exhaust Piping ^ Standard Factory Testing ^ 2Year Limited Warranty (Standby rated Units) ~ 1 Year Warranty (Prime rated units) ^ Silencer mounted inthe d|soha0ohood (enclosed only) ENCLOSURE (IF SE ~ with nylon washers to protect finish ~ High performance sound -absorbing material (L1 & L2) ~ Gaskmo doors ~ Stamped air-intake louvers ^ Air discharge hoods for radiator -upward pointing ^ Stainless steel lift off door hinges ~ Stainless steel lockable handles ^ RhinnCnm~ Textured polyester powder coat ° Single point ground - 15channel data logging ^ O.2msec high speed data logging ~ Alarm information automatically comes up nnthe display Alarm ~Oil Pres(Pre-programmable bm ~ Coolant Temperature (Pre-programmed High Temp Shutdown) ~ Coolant Level (Pw'pmgmmmodLow Level Shutdown) ~Low Fuel Pressure Alarm , Engine Speed (Pre'pmymmmodOver speed Shutdown) ^ Battery Voltage Warning ' Alarms & warnings time and date stamped ` Alarms & warnings for transient and steady state conditions ~ Snap shots o|key operation parameters during alarms &warnings ° Alarms and warnings spelled out (no alarm codes) �� | �J�� | ��A�� _v�m.u�u� | m~�.�� | �uv uwv INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency CONFIGURABLE OPTIONS ENGINE SYSTEM General p Engine Block Homo o Oil Heater o Air Filter Restriction Indicator oStone Guard (Open Set Only) oCritical Exhaust Silencer (Open Set Only / Standard nnUltra Low Emissions Option) Electrical System 01OA LIL battery charger oomtery Warmer ALTERNATOR SYSTEM oAlternator Upoizing o Anti -Condensation Heater oTropical Coating CIRCUIT BREAKER OPTIONS oMain Line Circuit Breaker • 2nd Main Line Circuit Breaker o Shunt Trip and Auxiliary Contact oElectronic Trip Breaker ENGINEERED OHMS ENGINE SYSTEM oFluid containment Pans 0 Coolant heater ball valves ALTERNATOR SYSTEM 0 3rd Breaker Systems CONTROL SYSTEM oSpare inputs (x4)/outputs (x4)'HPanel Only o Battery Disconnect Switch RAT1MGOEP|NNONS GENERATOR SET oGen-Link Communications Software (English Only) 0 Extended Factory Testing uVPosition Load Center n 2Year Extended Warranty o5Year Warranty 0 5 Year Extended Warranty ENCLOSURE oStandard Enclosure o Level Sound Attenuation o Level 2Sound Attenuation o Steel Enclosure o Aluminum Enclosure o 1S0MPH Wind Kit o 12VDCEnclosure Lighting Kit o 12UVAC Enclosure Lighting Kit o AC/DC Enclosure Lighting Kit oDoor Alarm Switch GENERATOR SET oSpecial Testing nBattery Box ENCLOSURE oMotorized Dampers nEnclosure Ambient Heaters Standby-Applicamforxmryinoomergencyload for the duration mxutility power outage with no overload capability. CONTROL SYSTEM o21 -Light Remote Annunciator oRemote Relay Board (8m16) oOil Temperature Sender with Indication mznn o RommoE-Sm (Break Glass -Type, Surface Mount) o Remote E'Smp(Red MuoAmom'Typo. Surface Mount) o Remote E'Stop(Red Muuhmnm'Typo. Flush Mount) oRemn/nCommunioation-B/iUge oKomomCommumoxoon-Bkomm o 10ARun Relay oGround Fault Indication and Protection Functions Prime Applicable for supplying power muvarying load inlieu ofutility for ununlimited amount mrunning time. x10%overload capacity isavailable for 1out of every 12hours. The Prime Power option is only available on International applications. Power ratings in accordance with ISO 8528-1, Second Edition SG250 I 14A 1 250 'KW INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency APPI C"ATION AND ENGINEERING DATA ENGINE SPECIFICATIONS General Cooling System ISJUIj- A Make Generac Cooling System Type Pressurized Closed Recovery Cylinder # 6 Water Pump Flow -gal/min (I/min) 94 (356) Type In-line Fan Type Pusher Displacement - L (cu In) 14.17 (864.71) Fan Speed (rpm) 1894 Bore - mm (in) 135 (531) Fan Diameter mm (in) 762 (30) Stroke - mm (in) 165(6.50) Coolant Heater Wattage 2000 Compression Ratio 9.5:1 Coolant Heater Standard Voltage 240 V Intake Air Method Turbocharged/Aftercooled Number of Main Bearings 7 Connecting Rods Carbon Steel Cylinder Head Type Cast Iron GT250, OHV Cylinder Head Ductile Iron Cylinder Liners Altronic CD1 Piston Type Aluminum Crankshaft Type Ductile Iron Litter Type Solid Intake Valve Material Special Heat -Resistant Steel Exhaust Valve Material Alloy Steel, High Temp Hardened Valve Seats Engine Governing Governor Alloy Steel, High Temp Electronic Frequency Regulation (Steady State) +/-0.25% Lubrication System Oil Pump Type Gear Oil Filter Type Full -Flow Cartridge Crankcase Capacity - L (qts) 34.3 (36.2) ALTERNATOR SPECIFICATIONS Natural Gas Standard Model 520mm Poles 4 Field Type Revolving Insulation Class - Rotor H Insulation Class - Stator H Total Harmonic Distortion <5% Telephone Interference Factor (TIF) <50 Fuel Type Natural Gas Carburetor Down Draft Secondary Fuel Regulator Standard Fuel Shut Off Solenoid Standard Operating Fuel Pressure (Standard) Engine Electrical System System Voltage 7" - 11 " H2O 24 VDC Battery Charging Alternator Standard Battery Size Battery Voltage See Battery Index 0161970SBY (2)12 VDC Ground Polarity Negative Standard Excitation Permanent Magnet Bearings Sealed Ball Coupling Direct, Flexible Disc Prototype Short Circuit Test Yes Voltage Regulator Type Full Digital Number of Sensed Phases 3 Regulation Accuracy (Steady State) ±0.25% Uj Uj C* 4 OF 6] SG250 I 14A 1250 kW INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency PPI(4 LAMA POWER RATINGS Three -Phase 120/208 VAC @0.8pf Three -Phase 120/240 VAC @0.8pf Three -Phase 277/480 VAC @0.8pf Three -Phase 347/600 VAC @0.8pf STARTING CAPABILITIES (sKVA) 480 VAC Natural Gas 250 kW Amps: 867 250 kW Amps: 752 250 kW Amps: 376 250 kW sKVA vs. Voltage Dip I Amps: 301 208/240 VAC Alternator kW 10% 15% 20% 25% 30% 35% 1 10% 15% 20% 25% 30% 35% Standard 250 263 395 527 658 790 922 197 296 395 494 593 692 Upsize1 300 303 454 605 757 908 1059 227 341 454 51 681 794 FUEL CONSUMPTION RATES* COOLING Natural Gas - It 1/hr (m 1/hr Percent Load Standby 25% 1044 (29.6) 50% 1790 (50.7) 75% 2417 (68.4) 100% 2983 (84.5) * Fuel supply installation must accommodate fuel consumption rates at 100% load. Standby Air Flow (inlet air combustion and radiator) W/min (m 3/in) 10,078 (285.4) Coolant System Capacity gal (1) 19 (71.9) Heat Rejection to Coolant BTU/hr 788,204 Max. Operating Air Temp on Radiator OF (°C) 122 (50) Max. Operating Ambient Temperature (before Berate) OF (°C) 104(40.0) Maximum Radiator Backpressure in H2O 0.5 COMBUSTION AIR REQUIREMENT Standby Flow at Rated Power cfm (m3/min) 453 (12.8) ENGINE EXHAUST Standby Standby Rated Engine Speed rpm 1800 Exhaust Flow (Rated Output) cfm (m3/min) 1602 (45.4) Horsepower at Rated kW** hp 374 Max. Backpressure (Post Silencer) inHg (Kpa) 0.75 Piston Speed ft/min 1949 (594) Exhaust Temp (Rated Output - post silencer) OF (°C) 1350 (732) BMEP psi 190 Exhaust Outlet Size (Open Set) mm (in) 3.5 I.D. Flex (NSilencer) ** Refer to "Emissions Data Sheet" for maximum bHP for EPA and SCAQMD permitting purposes. Deration — Operational characteristics consider maximum ambient conditions. Derate factors may apply under atypical site conditions. Please consult a Generac Power Systems Industrial Dealer for additional details. All performance ratings in accordance with ISO3046, BS5514, ISO852$:'' �. and DIN6271 standards. ISG250 . 1 50 INDUSTRIAL INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency DIMENSMS AND WEIGHTS* LEVEL'2 ACOUSTIC ENCLOSURE L x W x H in (mm) 180.65 (4588.4) x 57.49 (1460.4) x 107.3 (2725.4) Weight lbs (kg) Steel: 8632 (3915) Aluminum: 7247 (3287) *All measurements are approximate and for estimation purposes only. I YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER I Specification characteristics may change without notice. Please consult a Generac Power Systems Industrial Dealer for detailed installation drawings. Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No OL0030 P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. D 08/19/15 H-100 CONTROL PANEL The Quiet -Test— H-100 Control Panel is a digital microprocessor electronic controller that integrates all engine and transfer switch functions into a single control system. • Two 4 line x 20 displays • Full system status • 3 phase sensing digital voltage regulator • Remote ports - RS232 - RS485 - Canbus • Water proof connections • All engine sensors are 4-20 ma for minimal interference • Built in PLC DESCRIPTION • Digital controls for all safety shutdowns • Isochronous governor control • Digital 3o sensing voltage regulator • Sealed Digital Circuit Board • 2 Amp static battery charger • Mates with HTS transfer switch and any 2 -wire start ATS • Alarm and event logging • Built-in diagnostics • Internal PLC • Optional modem with dialout In addition, the generator set parameters can be manipulated and monitored without standing in front of the control panel with GenLink,, software. The Generac H-100 control also monitors and controls transfer switch functions when used with the HTS Transfer Switch. • Monitors utility voltage • Monitors generator voltage • Timer for line interrupt delay • Timer for engine warmup • Timer for minimum engine run time • Timer for return to utility position • Timer for engine cooldown • Built in exerciser timer (7 day) • Additional 2 wire start controls for any 2 wire transfer switch. H-100 CONTROL PANEL • Full range stand-by operation • Full system status 3 phase AC volts 3 phase amps kW Power factor Reactive power - Oil pressure Water temperature Water level Oil temperature (optional) Fuel pressure Engine speed Battery voltage Alternator frequency Time Date Transfer switch status Run hours Service reminders Trending Fault history (alarm log) 11t function for full generator protection Built in PLC for special applications TYPICAL CONTROL CONNECTION • Shutdowns Overvoltage Overspeed Low oil pressure High coolant temperature Low coolant level • Remote communication RS232 Optional modem Canbus • Configurable to NFPA 110, level 1 or 2 • Programmable auto crank • Emergency Stop • On Off Manual Switch • Not in Auto flashing light • Audible alarm for fault condition • Transfer switch logic communicates with HTS transfer switch • Weekly exerciser (programmable) • Selectable Low speed exercise • Digital voltage regulator with 3 phase sensing (3 phase units) • Isochronous governor • Waterproof electrical connectors • Temperature Range -40° to 70° C QUIET-TESTT" H-100 Controller HTS on Generator Transfer RS485 - 2 wire Switch with ground connection for control Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 0172110SBY P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/13/15 21 LIGHT REMOTE REMOTE RELAY PANELS Model 0054650 Gray Remote Annunciator Panel without Relays Model 0054660 Gray Remote Relay Panel without LED's and Keypad (Relay's only) Model 0054640 Gray Remote Annunciator Panel with 8 Relays Model 0056370 Tan Flush Mount Enclosure w/o Annunciator Model 0066950 Gray Flush Mount Enclosure w/o Annunciator Description: The remote Annunciator Panel provides remote monitoring and annunciation of up to 18 generator parameters using LED's located on the annunciator keypad. It also provides two system level warnings which are System Ready and Communications OK. The Relay panel has up to 8 selectable functions on form A relays, and multiple relay panels can be connected for all 18 generator parameters. Environmental Specifications: The specific faults can be selected using either the DIP switches located on the annunciator circuit board or through a computer via the RS232 connection on the circuit board. All relays are energized on power up and open during a fault condition. Communication is via a RS485 serial data link and power is supplied by the generator battery (+12 VDC or +24 VDC) The remote Annunciator Panel complies with NFPA 99 and NFPA 110. OperatingTemperature..............................................................................................................................................25 °C to 60 °C Humidity...................................................................................................................................................0 to 95% Non Condensing Power Supply ........ ... .... ....... ......... ....... ......... ......... .......::........Generator battery, +12 or +24 Volts DC PowerUsage...............................................................................................................................................................6 watts typical Communication Line............... .................. .............................. .................RS485 fully isolated twisted pair cable with shield MaximumCable Length...................................................................................................................................................... 4000 feet Relay Output ...................................................... One NO contact (Energized when annunciator is powered and no faults are present) RelayContact Rating................................................................................................................................................. 30 VDC, 1 amp EnclosureRating.................................................................................................................................................................. NEMA 1 Alarm Horn (Remote Annunciator Panels Only).........................................................................................................90 dB @ 10 cm Pros e Of City of'01he ". ,f. ,. 1 LIGHT REMOTE ANNUNCIATOR AND REMOTE RELAY PANELS Function Color Alarm Latched Pre -Low Oil Pressure Yellow Yes Yes Pre -High Water Temp Yellow Yes Yes Pre Low Water Temp Yellow Yes Yes Pre -Low Fuel Yellow Yes Yes Battery Chrg AC Fail Yellow Yes No Low Battery Voltage Yellow Yes No High Battery Voltage Yellow No No Not in Auto Red Yes No RPM Sensor Loss Red Yes Yes Overcrank Red Yes Yes Overspeed Red Yes Yes Low Oil Pressure Red Yes Yes Hi Water Temp Red Yes Yes Lo Water Level Red Yes Yes Emergency Stop Red Yes No Gen Running Yellow No No Gen Power (ATS) Yellow No No Line Power (ATS) Green No No Systems Ready Green Yes No Communications OK Green Yes No Spare Green No No Spare Keypad Switch Can be used to implement a remote start function (Model 05464 only) Surface Mount Annunciator The 21 Light Annunciator can mount to a flat surface with connections through the 0.812 Dia knockout on the back surface or through 0.812 knockouts on sides as shown. 11.42 10.24 -9.64 Outside 9.06 0.812 Dia. 2.32 1.93--{ R0.59 6.49 Both Sides Cut Rough Opening 0.87 6.75" x 9.88" 4.53 INDUSTRIAL POWER 1, 0.86 0.812 Dia. Both Sides 1.64 Flush Mount Annunciator This Flush Mount Box is recessed into the wall opening and the surface mount annunciator mounts to the (4) 4 mm screw holes on the back surface. After wire conneotiong`-are made the front annuncial cover attached.''' 1� Generac Power Systems, Inc. I P0. Box 8 1 Waukesha, WI 53187 Part No. 0604160SS5 P: (262) 544-48110 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. C 11/11/15 — — — + o Four mounting holes 21 Light An unciator I 4 -mm -U.7 Female Thread I 1.57 Thru -9.64 Outside 9.06 0.812 Dia. 2.32 1.93--{ R0.59 6.49 Both Sides Cut Rough Opening 0.87 6.75" x 9.88" 4.53 INDUSTRIAL POWER 1, 0.86 0.812 Dia. Both Sides 1.64 Flush Mount Annunciator This Flush Mount Box is recessed into the wall opening and the surface mount annunciator mounts to the (4) 4 mm screw holes on the back surface. After wire conneotiong`-are made the front annuncial cover attached.''' 1� Generac Power Systems, Inc. I P0. Box 8 1 Waukesha, WI 53187 Part No. 0604160SS5 P: (262) 544-48110 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. C 11/11/15 GENERAC' INDUSTRIAL" ALTERNATOR DATA SHEET MOW, 60Hz Alternator Ratings (Series Wye Testing) Machine Parameters Continued kW 250 Waveform distortion <5% kVA 312.5 Telephone Influence Factor <50 Type Brushless/PMG Synchronous Speed 1800 rpm Connections 12 Lead Maximum Overspeed 3300 rpm Efficiency @ 1.0 Power Factor 208/240 480/600 Number of Bearings 1 Sealed Bali 20% Load 88.55 89.9 Insulation System Class H 40% Load 89.34 90.7 Excitation System Class H 60% Load 89.64 91.0 80% Load 89.73 91.1 Temperature Rise vs Output (0.8 pf) 100% Load 89.54 90.9 kW Rating Temp Rise ° C 100% @ 0.8 PF 88.75 90.1 191 800 Temperature 229 105 ° Rise is based 40° C Ambient Machine Parameters @ Max kW Ratings 250 1200 Subtransient Reactance p.u. 0.14 Transient Reactance 0,23 Instantaneous Voltage Dip Synchronous Reactance 2.05 Voltage 10% 15% 20% 25% 30% 35% Negative Sequence Reactance 0.26 208,240 197 296 395 494 593 692 Zero Sequence Reactance 0.09 480 263 395 527 658 790 922 Short Circuit Ratio 0.28 600 Excitation Voltage 190 Excitation Current @ Rated kW 5.OA Options - - - - - - - - - - - - Antifungal Coating Lamination Type 520 Alternator Heater Alt Damage --------------- 3-0 Short Circuit Current ALTERNATOR DECREMENT CURVE All data at 480 volt 100 10 1 0.1 Seconds E 100 a Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 0183450SSD P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/15/15 GENPROTECT TM Seamless protection tor industrial power generators GENprotect Operation The design choice of an onsite power system using a Generac Industrial Power Generator assures your emergency power source is protected from unexpected power distribution faults. Typically, a generator will include some type of over -current device, such as a circuit breaker, or be protected by inherent design with the controller protecting the alternator through a protection algorithm. Generac's GENprotect generator protection system monitors the system current output and protects the alternator with extended security against fault scenarios that could occur within the site's downstream distribution system. It is a common misconception that the alternator's main circuit breaker protects the alternator from a short circuit event. The main output breaker protects the cabling and provides a convenient disconnect. The characteristic trip curve for the industry standard thermal magnetic breaker (MCCB, molded case thermal magnetic or solid state) does not coordinate with the thermal damage limitation for an on-site generator. If circuit breakers are used for generator protection, a solid-state circuit breaker with full adjustments (Long Time, Short Time and Instantaneous, LSI) is required to coordinate the breaker protection curve within the generator thermal damage curve. Historically, this limitation was often accepted in system design since failures of the main generator feeder are extremely rare. Most short circuit events happen at a branch circuit, equipment level, where the fault is easily cleared by the smaller down stream breakers. Given the mission critical nature of today's back-up power applications, it is more desirable to protect the system against even relatively rare failure modes. As generator controllers have become more powerful it is feasible for manufactures to supply coordinated short circuit protection integral to the generator control system, negating the need for a main -line circuit breaker. Generac's GENprotect alternator protection algorithm monitors the generator output. If this monitoring senses short circuit current in excess of rated amps, GENprotect steps in to provide a controlled and safe approach to breaker coordination and alternator protection. GENprotect first limits the alternator short circuit current level to 300%. By limiting the available fault current, GENprotect extends the time the alternator can maintain fault current resulting in consistent breaker coordination. Without this functionality a line to neutral fault may be at 800% of rated current and need to be cleared within 1.4 seconds. The second function GENprotect performs is IZT thermal protection for the alternator. Since a short circuit event can heat the alternator so rapidly, it is not possible to protect the alternator by monitoring temperature. Instead GENprotect calculates the heat energy of the fault current. When this energy reaches the limits of NEMA MG1, GENprotect trips the generator off-line. This configuration ensures the alternator is protected and the power system is ensured 10 seconds of 300% fault current for breaker coordination. • GENprotect is an alternator protection algorithm approved by UL. • Protects alternator from damage due to shorts and electrical faults. • Provides breaker coordination and alternator protection. • Allows for use of multiple circuit breaker choices, including "no" breaker. GENERAC' POWER I GENPROTECT TM Seamless 50 See 0 0 20 Sec I- 10 See 9 Sec 8 Sec 7 Sec G Sec 5 Sec !'. f#% 300% 400% cit1f,fwt,0... Current in Multiplier of Genset Ruing The above Figure shows the Generac GENprotect thermal protection curve for use in protection and coordination studies. The alternator Thermal Damage Curve is shown just to the right of the GENprotect protection curve. If the alternator load is greater than the thermal damage protection curve for the alternator, the generator set will trip off-line. For example, an overload current of 110% for 75 seconds causes an overload alarm and will trip the generator off-line, shutting down the engine. GENprotect will provide generator protection over a full range of time and current, from instantaneous faults to overloads lasting several minutes. An advantage of GENprotect over a MCCB is that GENprotect allows for down- stream breakers to clear faults without tripping the generator off-line, providing selective coordination with the first level of downstream breakers. Generac Power Systems, Inc. I P.O. Box 8 ( Waukesha, WI 53187 Part No. 0187980SBY P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/13/15 THERMAL DAMAGE 150 - 400M 520mm z W W Z J 1400 1300 1200 1100 1000 900 800 700 600 500 400 300 200 100 0 0.1 0.2 1 10 100 1,000 10,000 TIME (SECONDS) GENERATOR SIZE: 150-175-200-230-250-275-300-350-400 KW LAMINATION SIZE: 520 mm CALCULATIONS BASED ON WINDING TEMPERATURE OF 475° F BY EMBEDDED THERMOCOUPLE. 060009OSSD REV 8/12 4.w Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 060009OSSD P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/14/15 GENERACI INDUSTRIAL PROTOTYPE TEST REPORT SUMMARY POWER GENERATOR MODEL TESTED- SG250g INCLUDES- SG150, 170, 200, 230, MG150, 250 5 The following certification summarizes prototype testing conducted on the above Generac model. This testing is conducted to verify the complete generator set electrical and mechanical design integrity. Prototype testing is conducted only on generator sets sold as new equipment. REPRESENTATIVE PROTOTYPE ENGINE: Generac G14.2L ALTERNATOR: 277/480V, 30, 520mm MAXIMUM POWER: 250KW All listed generator sets are guaranteed to meet or exceed the specified rating. The stated output power was achieved while running at normal operating temperature, with all accessories that affect the genset output in place. MAXIMUM MOTOR STARTING: 790 SKVA with 30% instantaneous voltage dip. TORSIONAL ANALYSIS AND TESTING The generator set was analyzed in accordance with NFPA 110 to verify that the design is not subjected to harmful torsional stresses in excess of 5000 psi. COOLING SYSTEM: 40°C ambient at 0.5 in. H2O restriction. The cooling system was tested to determine ambient temperature and static restriction capabilities. The test was performed at full rated load in elevated ambient temperature conditions. DURABILITY: MECHANICAL AND ELECTRICAL STRENGTH The generator set was subjected to an endurance test operating at variable load up to the standby rating to verify structural soundness and durability of the design. STEADY STATE PERFORMANCE Voltage regulation: ±0.25% Frequency regulation: ±0.25% Frequency regulation: Isochronous e �,. �.,, Generac Power Systems, Inc. I P.O. Box 8 I Waukesha, WI 53187 Part No. OL2060 P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 05/06/15 This Page Left Intentionally Blank CIRCUIT BREAKER DATA Standard (80% Rated) Thermal -Magnetic INDUSTRIAL POWER I *LS -type electronic trip breaker. Generac Power Systems, Inc. ( P.O. Box 8 1 Waukesha, WI 53187 Part No. 0189370SSD P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/15/15 225 600 No Accessories FG3225 C F -FRAME OH9317TA00 Shunt Trip & Aux. Contacts FG3225Al2S03 OH9317TAB0 250 600 No Accessories JG3250 C J -FRAME OH9318TA00 Shunt Trip & Aux. Contacts JG3250Al2S43 OH9318TAB0 300 600 No Accessories KG3300 C K -FRAME OH9319TA00 Shunt Trip & Aux. Contacts KG3300Al2S43 OH9319TAB0 350 600 No Accessories KG3350 C K -FRAME OH9320TA00 Shunt Trip & Aux. Contacts KG3350Al2S43 OH9320TAB0 400 600 No Accessories KG3400 C K -FRAME OH9321TA00 Shunt Trip & Aux. Contacts KG3400Al2S43 OH9321TAB0 450 600 No Accessories LG3450 C L -FRAME OH9322TA00 Shunt Trip & Aux. Contacts LG3450Al2S03 OH9322TAB0 500 600 No Accessories LG3500 C L -FRAME OH9323TAO0 Shunt Trip & Aux. Contacts LG3500Al2S03 OH9323TAB0 600 600 No Accessories LG3600 C L -FRAME OH9324TA00 Shunt Trip & Aux. Contacts LG3600Al2S03 OH9324TAB0 700 600 No Accessories MDL3700 C M -FRAME OH9325TA00 Shunt Trip & Aux. Contacts MDL3700A06S02 OH9325TAB0 800 600 No Accessories MDL3800 C M -FRAME OH9326TA00 Shunt Trip & Aux. Contacts MDL3800A06S02 OH9326TAB0 900* 600 No Accessories NG3900 C N -FRAME OH9327TA00 Shunt Trip & Aux. Contacts NG3900Al2S03 OH9327TAB0 1000* 600 No Accessories NG31000 C N -FRAME OH9328TA00 Shunt Trip & Aux. Contacts NG31000Al2S03 OH9328TAB0 1200* 600 No Accessories NG31200 C N -FRAME OH9329TA00 Shunt Trip & Aux. Contacts NG31200Al2S03 OH9329TAB0 1400* 600 No Accessories RD316T33WP03 C R -FRAME OH9360EAN0 Shunt Trip & Aux. Contacts RD316T33WP03Al2S21 OH9360EANB 1600* 600 No Accessories RD316T33WP01 C R -FRAME OH9361EAN0 Shunt Trip & Aux. Contacts RD316T33WP01Al2S21 OH9361EANB 2000* 600 No Accessories RD320T33WPlO C R -FRAME OH9367EAN0 Shunt Trip & Aux. Contacts RD320T33WP10Al2S21 OH9367EANB 2500* 600 No Accessories RD325T33WP38 C R -FRAME OH9368EANO Shunt Trip & Aux. Contacts RD325T33WP38Al2S21 OH9368EANB *LS -type electronic trip breaker. Generac Power Systems, Inc. ( P.O. Box 8 1 Waukesha, WI 53187 Part No. 0189370SSD P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/15/15 CIRCUIT BREAKER DATA LUG INFORMATION Series C Circuit Breaker Lugs GENERAC'l Amps Series Frame Eaton Part # Standard Lug Wire Size 15-70 C G #10-1/0 15-100 C F 3T1 OOFB #14-1/0 125-225 C F 3TA225FD #4-4/0 250 C J TA25OKB (1) #4-35OMCM 300 C K TA35OK (1) 250-5O0MCM 350 C K 3TA4O0K (2) 3/0-25OMCM 400 C K 3TA4O0K (2) 3/0-25OMCM 450 C L TA6O2LD (2) 3/0-350MCM 500 C L TA6O2LD (2) 3/0-35OMCM 600 C L 3TA6O3LDK (2) 400-5O0MCM 700-800 C M TA8O0MA2 (3) 3/0-4O0MCM 1000 C N TA10001\1131 (3) 3/0-4O0MCM 1200 C N TA1201 N61 (3) 500-75OMCM 1400 C R T16OORD (4) 1-6O0MXM 1600 C R T16OORD (4) 1-6O0MXM 2000-2500 Amps C Series R Lugs Not Included Series G Circuit Breaker Lugs Standard Lug Frame Eaton Part # Wire Size 70-250 G JG TA25OFJ (1) #4-35OMCM 300-400 G LG 3TA632LK (2) 2/0-5O0MCM 500-600 G LG 3TA632LK (2) 2/0-5O0MCM Generac Power Systems, Inc. ( P.O. Box 8 1 Waukesha, WI 53187 Part No. 0192390SSb P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. C 05/27/16 12.5 Molded Case Circuit Breakers Specialty Breakers Engine Generator Circuit Breakers Engine Generator Circuit Breakers Product Description Application Description Eaton's engine generator Engine generator circuit molded case circuit breakers breakers are suitable for are designed specifically for reverse feed application. application on diesel engine powered standby generators where high interrupting circuit breakers are not required. The JG through NG breakers are equipped with a special trip unit, that includes standard thermal (overload) protection and special low magnetic pickup range (FG includes a fixed thermal - magnetic pickup). The standard thermal trip unit provides overload protection for conductors per the National Electrical Code®. The low magnetic pickup range is approximately two to five times the continuous rating and provides closer low-level short-circuit protection when applied on generators that have very low short-circuit capacity. This combination allows the user to customize the breaker to the generator output. -T, Description Page Engine Generator Circuit Breakers Catalog Number Selection ....................... 375 Product Selection .............................. 376 Accessories Selection Guide and Ordering Information . 378 Options and Accessories ........................ 378 Technical Data and Specifications .................. 379 Dimensions and Weights ........................ 379 Direct Current Circuit Breakers ...................... 380 E2 Mining Service Circuit Breakers ................... 386 Classic Mining Breakers ............................ 409 Add -On Ground Fault Protection—Type GFR............ 423 Learn Drawings Online In Online Standards and Certifications Engine generator molded case circuit breakers are designed to conform with the following standards: • Underwriters Laboratories Standard UL 489, Molded Case Circuit Breakers and Circuit Breaker Enclosures File E7819 • Canadian Standards Association Standard C22.2 No. 5, Service Entrance and Branch Circuit Breakers • International Electrotechnical Commission Recommendations IEC 947-2, Circuit Breakers �L s h Listed Conformance with these standards satisfies most local and international codes, assuming user acceptability and simplified application. 374 Distribution Products Catalog CA08101001E—September 2010 www.eaton.com Catalog Number Selection This information is presented only as an aid to understanding catalog numbers. It is not to be used to build catalog numbers for circuit breakers. • FG breakers include both line and load side terminals • JG, KG, LG and NG breakers with W catalog number suffix do not include any terminals • JG, KG, LG and NG breakers without W catalog number suffix include both line and load terminals Circuit Breakers FG, JG, KG, LG and NG JG KG LG NG Specialty Breakers • Contact Eaton for additional ratings and internal/external accessories • Reverse feed 175 200 225 250 300 350 400 450 500 600 700 800 900 1000 1200 Distribution Products Catalog CA0810100IE—SeptembeT2010 www.eaton.com M M1 Property of City e, MY-,kaI , 641� 375 12.5 Molded Case Circuit Breakers Specialty Breakers Product Selection The following table lists FG generator full load current through NG engine generator rating (FLA). The maximum breakers with the maximum kW rating is based on three - generator kVA and kW rating. phase generators at 80% Engine generator breakers power factor. are applied at 115% of the 350-700 81 65 162 130 203 162 Engine Generator 350-700 90 Maximum Generator Rating 60 Hz 181 144 226 181 Breaker 3: 350-700 Magnetic 240 Vac 480 Vac 144 600 Vac 181 Catalog 500-1000 Pickup Range kVA - kW kVA < kIN kVA kW =- Number 500-1000 Fixed 5 4 11 9 14 11 FG3015 500-1000 Fixed 7 6 14 12 — 18 --- —14 FG3020 4, 500-1000 Fixed 9 7 18 14 23 18 FG3025° 1000-2000 Fixed 11 9 22 17 27 22 FG3030 Fixed 13 10 25 20 32 25 FG3035 '- Fixed 14 12 2923 36 29 FG3040'4 Fixed 16 13 32 26 41 32 FG3045* Fixed Fixed 18 14 22 1743 36 29 35 45 54 36 -------------- 43 FG3050 FG3060 --- Fixed -- — — — --- 25 20 .... — — 51 — — 40 63 — — 51 -- -------------- -- FG3070 - Fixed 29 2358 46 72 58 FG3080;4 Fixed 32 26 65 52 B1 65 FG3090 "^ Fixed 36 29 72 58 90 72 FG3100'4 Fixed 40 32 79 64 99 79 FG311V, Fixed 45 36 90 72 113 90 FG3125 - Fixed 54 43 10B 87 135 108 FG3150 Fixed 63 51 126 101 158 126 FG3175'°` Fixed 72 58 144 116 181 144 FG32004, Fixed 81 65 162 130 203 162 FG3225'°' 350-700 63 51 126 101 158 126 JG3175W> 350-700 63 51 126 101 158 126 JG3175 4, 350-700 72 58 144 116 181 144 JG3200W 's- 350-700 72 58 144 116 181 144 JG3200r4 350-700 81 65 162 130 203 162 JG3225W s 350-700 81 65 162 130 203 162 JG3225 t- 350-700 90 72 181 144 226 181 JG325OW '6: 350-700 90 72 181 144 226 181 JG3250 4' 500-1000 108 87 217 173 271 217 KG330OW 500-1000 108 87 217 173 271 217 KG3300"" 500-1000 126 101 253 202 316 253 KG335OW s' 500-1000 126 101 253 202 316 253 KG3350'A= 1000-2000 144 116 289 231 361 289 KG34OV, Notes Breaker continuous current is based on 115% of the generator full load ampere rating. ?` Based on three-phase generators at 80% power factor. FG, JG, KG include thermal -magnetic trip units, LG and NG Include electronic trip units. Breaker includes line and load terminals. s Without terminals. The following catalog numbers have center tap studs for dual voltage applications: JG3070CT, JG3100CT, JG3125CT, KG3175CT, LG3300CTW. 376 Distribution Products Catalog CA08101001E—September 2010 www.eaton.com Molded Case Circuit Breakers 12.5 Specialty Breakers Notes '1% Breaker continuous current is based on 115% of the generator full load ampere rating. _- Based on three-phase generators at 80% power factor. 4 FG, JG, KG include thermal -magnetic trip units, LG and NG include electronic trip units. Breaker includes line and load terminals. The following catalog numbers have center tap studs for dual voltage applications: JG3070CT, JG3100CT, JG3125CT, KG3175CT, LG3300CTW. Distribution Products Catalog CA08101001E—September 2010 www.eaton.com 377 Engine Generator Maximum Generator Rating 60 Hz Breaker 3' Magnetic 240 Vac 480 Vac 600 Vac Catalog Pickup Range kVA - kW ;z, kVA 1- kW J' kVA W, Number 500-2500 162 130 325 260 406 325 LG3450',A 500-2500 181 144 361 2B9 451 361 LG3500 ^' 500-2500 217 173 433 347 542 433 LG3600 4 500-2500 253 202 505 404 632 505 NG3700'4 500-2500 289 231 578 462 722 578 NG3800"44 1250-5000 325 260 650 520 812 650 NG3900 1250-5000 361 289 722 578 903 722 NG31000 '- 1250-5000 433 347 867 693 1083 867 NG31200 Notes '1% Breaker continuous current is based on 115% of the generator full load ampere rating. _- Based on three-phase generators at 80% power factor. 4 FG, JG, KG include thermal -magnetic trip units, LG and NG include electronic trip units. Breaker includes line and load terminals. The following catalog numbers have center tap studs for dual voltage applications: JG3070CT, JG3100CT, JG3125CT, KG3175CT, LG3300CTW. Distribution Products Catalog CA08101001E—September 2010 www.eaton.com 377 Trip Curves TC01200004E Effective March 2011 Eaton engine generator molded -case circuit breakers CURRENT IN MULTIPLES DF Ie m 70,000 Circuit Breaker Time/Current Curves 10.000 Engine Generator Circuit Breakers 5,000 Equipped With Electronic Trip Unit 5,000 Catalog Type LG 500A Circuit Breaker Thor Pole Standard Fixed Rating Plug 3,000 For application and coordination purposesonly. Curve accuracy applies from-2TC to +55`C 3,000 ambient. For possible continuous ampere derating for ambients above 40°C, refer to Eaton. 2,006 Maximum Voltage: 600 Vac (50/60 Hz) 2,000 250 Vdc Breaker feting 1,000Rated Amperes V,), Instantaneous Trp Amperes �l0% If 1 1 DOD 500 ,600 1000 1250 1500 2000 2500 Interrupting Rating Breaker UUCSA Type RMS SYM (kA 50/60 Hz) kA DC 560 240V 480V 600V 250V 600 LG 500 t8 14.. 10 IEC 947-2 300 RMS SVM (kA 50f60 Hz) kA DC 300 220-240V 380-415V 660V 250V — Maximum Total 18/9 14n 8/4 10 200 Clearing Time 20D 100 — Minimum Total 100 Clearing Time 50 50 a0 an 20 20 1n m 5 Hill 5 3 3 2 2 Short Delay 7 Pickup Settings 1 5 .5 3 3 2 Maximum Total y Clearing Tme 0.20 Seconds 1 r 05 D5 03 03 02 02 — Fixed Override pi f 1 01 005 005 003 603 002 D02 0010 ODI m y,V #" CURRENT I NMULTIPLE50FIn `- . i-. Figure 5. Type LG 500A Equipped with Electronic Trip Unit—Curve No. SC -6199-95 EATON CORPORATION www.eaton.com This Page Left Intentionally Blank INDUSTRIAL GENSET BATTERY INDEX • Warranty by Exide Corp. • Exide e-mail: tbgna@exide.com • 800-782-7848 National Hot line • Dry Batteries Available** Industrial Spark -Ignited Gensets - Available Batteries WDUSTRIAL POWER 1, Engine System Voltage Battery Quantity 058208 (Group 24F) Generac Part # 077483 (Group 26) 058665 (Group 27F) 061119 (Group 31) 061104 (Group 8D) G2.4 12 1 X 077483 D3.4 Generac G5.4 12 1 X XorD XorD D4.5 FPT G6.8 12 1 XorD XorD D6.7 FPT 100 & 130kW G8.0/G9.0 12 1 X or D X or D D6.7 FPT 150 & 175kW G14.2 24 2 10.00 BT0015A02 X or D G21.9 24 2 10.00 X or D G25.8 24 2 X or D X or D X = Battery available with electrolyte and installed in genset. D = Battery available dry and installed in genset. Industrial Diesel Gensets - Available Batteries Engine System Voltage Battery Quantity 058665 (Group 27F) Generac Part # 061119 (Group 31) 061104/BT0015A00 (Group 8D) BT0015A02 (Group 8D) D2.4 Generac 12 1 X or D X or D 9.00 077483 D3.4 Generac 12 1 X or D X or D 7.75 058665 D4.5 FPT 12 1 X or D 9.00 061119 D6.7 FPT 100 & 130kW 12 1 or 21 X or D 9.40 061104/ BT0015A00 D6.7 FPT 150 & 175kW 12 21 X or D 10.00 BT0015A02 D8.7 FPT 24 2 X or D 10.00 D10.3 FPT 24 2 X or D X or D D12.9 FPT 24 2 X or D X or D D12.5 Perkins 24 2 X or D D15.2 Perkins 24 2 X or D D16.0 Volvo 24 2 X or D X or D D18.1 Perkins 24 2 X or D D33.9 MHI 24 2 X X D37.1 MHI 24 4 X X D49.0 MHI 24 4 X X D65.4 MHI 1 24 1 4 1 X X X = Battery available with electrolyte and installed in genset. D = Battery available dry and installed in genset. f = Single or dual -paralleled battery options are available on 100 & 130kW. Single -battery option not available on 150 & 175kW. Part Number Group Number* Nominal CCA @0°F Dimensions (inches) Nominal A B C 058208 24F 525 6.75 10.63 9.00 077483 26 525 6.75 8.25 7.75 058665 27F 700 6.75 12.50 9.00 061119 31 925 6.75 13.00 9.40 061104/ BT0015A00 8D 1155 11.00 20.80 10.00 BT0015A02 8D 1300 1 11.00 1 20.80 10.00 All batteries are 12 volt, 6 cell construction, lead calcium type. For 24 volt systems, batteries are wired in series. * BCI Group Size reference. ** Add an "A" suffix to the Generac part number for dry batteries, which are shipped without electrolyte. T so + o 0 + 24F 27F 26 31 0 Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 0161970SBY P: (262) 544-4811 0 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. F 06/14/16 BATTERY CHARGER _..v 5A & 10A H -Panel Battery Charger shown from inside of Control Panel Enclosure. Connections are made via an attached harness. Specifications 10 Amp Nominal Input 120 VAC Operating AC Line Voltage Range 108 to 132 Volts AC Input AC Line Frequency 50/60 Hz Battery Fuse 15 Amps Nominal Charge Rate 10 Amps Equalize Voltage 13.8/27.6 Volts Float Voltage 13.0/26.0 Current @ Equalize to Float Transition 5 Amps Battery Under -voltage shutdown 11/22 Volts LED Indicators AC Line Voltage Green LED Battery Connected and Charging Yellow LED Battery Current Drain 30 milliamp AC Line Connection Connector Plug Battery Connection Connector Plug Control Connection AC Power Fail Relay Form C 2 Amp Rating CUL Recognized Yes NFPA110 Compliant Yes INDUSTRIAL k=101W The Generac 2.5A 12 volt and 10A 12/24 volt battery chargers are designed to work with the H and PM-DCP control panels to provide the ultimate in automatic battery voltage maintenance. The 2.5 amp charger is self-regulating and produces instantaneous output current adjustments to keep the battery charged to an optimum level. Battery voltage is read on the control panel digital display. The 10 amp charger has automatic float and equalize control. It precisely monitors the battery's voltage and automatically activates the correctcharging mode. The charge rate is limited and controlled to efficiently and safely maintain ideal battery levels under varying conditions. The equalize system uses a control circuit to limit charging currentto 10 amps. When battery voltage drops below a preset level, charging current increases to 5 amps and then to the 10 amp charge rate if needed. When the battery reaches maximum charge, the charger switches to float mode to supply just enough current to maintain the battery at or above 13/26 volts. Battery voltage and charging current are read at the control panel digital display. city Of K'170 Generac Power Systems, Inc. I P.O. Box 8 i Waukesha, WI 53187 Part No. 0191900SBY P: (262) 544-4811 O 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/13/15 IS14 91 ; y, BATTERY WARMER Battery warmers are designed to keep batteries warm and ensure maximum engine cranking speed in cold climate installations. Warming pads are thermostatically controlled, UL listed and factory -wired. 120VAC is supplied to the warming pad junction box via power cord plugged into a GFCI receptacle or hard -wired to a circuit breaker in a genset-mounted load panel (if so equipped). SPECIFICATIONS: POWER: 75W @ 120VAC CURRENT: 0.625A @ 120VAC HEATING ELEMENT TYPE: WIRE -WOUND PAD MATERIAL: SILICONE RUBBER/FIBERGLASS THERMOSTATIC CONTROL: OPEN: 40F, CLOSE: 20F FACTORY INSTALLED AND WIRED UL LISTED ALL DIMENSIONS AND SPECIFICATION ARE NOMINAL DIMENSIONS: 254 X 152.4 MM (10 X 6 In) TYPICAL 24V SYSTEM Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. INDUSTRIAL Ok Part No. 0197620SSD Rev. B 03/19/15 This Page Left Intentionally Blank GENERATOR ENCLOSURES DESCRIPTION GENERAC POWER SYSTEMS' generator enclosures provide year-round weather protection for your power equipment. Engineered with functionality and value in mind, the enclosure design benefits are unique in that the enclosures utilize dimensionally matched components for either a weather protective configuration or a sound attenuated/acoustic configuration. With common components used between design, modification and on-site upgrades can be accomplished with ease. The enclosure design offers several benefits over the "standard enclosures" of other manufacturers. Generac's enclosures have been created with the goal of maximizing the customer's product performance satisfaction while maintaining the functionality of reducing exterior noise levels and discouraging product tampering. Although others may require a "premium" for a self -enclosed exhaust system, rugged steel panel construction or protective polyethylene washers under all exterior panel fasteners, Generac includes these and sever other features on every enclosure configuration. Be sure to compare. Generac Enclosures offer additional design enhancement extras that other "standard enclosures" do not. GENERATOR ENCLOSURES Twi Sy. En; Pre an( INDUSTRIAL POWER I Heavy Gage, Stainless as GENERAC' GENERATOR ENCLOSURES FEATURES: BENEFITS: Dimensional matching of acoustic and non -acoustic enclosure Reduces variation in fuel tank pricing, inventory; removes need to designs change out fuel tank or retrofit Standardized enclosure components * Ease of retrofit or upgrade to acoustic system; reduced parts inventory, costs Enclosure mounted directly to unit baseframe Simplified delivery and installation with enclosure and unit in single component design Electrostatically painted panels Maximum protection from weather elements 12 or 14 gauge steel based on kW rating Maximum sound attenuation, protection and product life Aluminum Enclosure optional Prevents corrosion in coastal regions Stainless steel door latch and hinge hardware Provides extended component life; maximum protection against rusting Stainless steel door latch strike plate Maximum protection against enclosure paint damage from door latch pin Door hinges utilize slip -pin design Provides quick door removal for full -unit access Polyethylene gasketing under door hinges Additional protection for enclosure paint finish Keyed door latches Protection for equipment and personnel Large removable access doors Ease of maintenance Relocation of access doors Provides improved access to MLCB on all units Redesigned door gasketing Improved sealing quality from sound and weather elements Weather resistant aluminum roof design with drip ledge Provides optimum moisture/rain runoff from unit Cabled and gasketed radiator access cover Provides improved radiator access and additional protection from weather elements Acoustic roof panels manufactured with mechanical retention pins Increased acoustic foam retention within unit Polyethylene washers under all panel fasteners Additional paint finish protection from stainless steel fastener Internally fastened enclosure panels (where possible) Provides streamlined unit appearance Additional roof panel stiffener Added overall compartment rigidity and acoustic foam panel retention Self -enclosed exhaust system Provides safe unit operation; no enclosure hot spots; streamlined unit appearance Discharge air duct has been designed with minimal fasteners Ease of removal and access to exhaust system Stainless steel exhaust band clamps Provides extended component life; ensures proper exhaust seal Drain holes within air ducts Enables maximum water run-off Rodent -proof, tamper proof enclosure_ design Safety and security for personnel and equipment Redesigned baseframe lifting lugs Ease of unit relocation; prevents compartment damage from lifting straps 15Omph wind kit options Meets locally enforced wind requirements rp�r y 01 city of VVtheat Nd,3e * Consult Generac Power Systems, Inc. for installation drawings for specific configurations and dimensions. Building fvision Generac Power Systems, Inc. I P.O. Box 8 l Waukesha, WI 53187 Doc No. 0163180SBY P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. G 02/09/16 GENERATOR SET STANDARD Rhino Coat •INDUSTRIAL In addition to the testing standards above, Generac adds the following test requirements more specific to generator applications: RESISTANT TO TYPICAL OILS RESISTANT TO TYPICAL FUELS RESISTANT TO TYPICAL ANTIFREEZE RESISTANT TO DISTILLED WATER *RhinoCoat powder coat paint is durable and corrosion resistant however it is not a rust preventative. Generac pretreats all powdercoated parts to assist with resistance to i"Wosion. Generac Power Systems, Inc. I P.O. Box 8 I Waukesha, WI 53187 Part No. 0180230SBY P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/13/15 Generac's RhinoCoatTM finish system provides superior durability as a standard for all Generac industrial enclosures, tanks and frames.* i s r a Generac's RhinoCoatTM finished surfaces are subjected to numerous tests.These include: • ASTM D -1186 - 87..............................................................................................................2.5+ MIL PAINT THICKNESS • ASTM D - 3363 - 92a............................................................................................................ADEQUATE MATERIAL HARDNESS • ASTM D 522 - B....................................................................................................................RESISTANT TO CRACKING • ASTM D 3359 - B..................................................................................................................EXCEPTIONAL ADHESION • ASTM 13117 D 1654..............................................................................................................RESISTANT TO SALT WATER CORROSION • ASTM D1735 D 1654............................................................................................................RESISTANT TO HUMIDITY • ASTM 2794 93 (2004)..........................................................................................................EXCEPTIONAL IMPACT RESISTANCE • SAEJ1690 - UV SPECIFICATIONS..........................................................................................UV PROTECTION In addition to the testing standards above, Generac adds the following test requirements more specific to generator applications: RESISTANT TO TYPICAL OILS RESISTANT TO TYPICAL FUELS RESISTANT TO TYPICAL ANTIFREEZE RESISTANT TO DISTILLED WATER *RhinoCoat powder coat paint is durable and corrosion resistant however it is not a rust preventative. Generac pretreats all powdercoated parts to assist with resistance to i"Wosion. Generac Power Systems, Inc. I P.O. Box 8 I Waukesha, WI 53187 Part No. 0180230SBY P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/13/15 SOUND EMISSIONS T M ♦ s SG/MG250 14.2E LEVEL 2 ACOUSTIC ENCLOSURE 1. All positions at 23 feet (7 meters) from side faces of generator set. ropey 2. Test conducted on a 100 foot diameter asphault surface. City c�t v 3. Sound pressure levels are subject to instrumentation, installation and testing conditions. u"taireg giEsart Generate Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com @2014 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin OL1496G 11/20/14 AVERAGE SOUND PRESSURE LEVEL AT FULL LOAD, 7 METERS: 72.3dB(A) 60Hz NO-LOAD DATA, dB(A) DISTANCE: 7 METERS MICROPHONE 1/1 OCTAVE BAND CENTER FREQUENCY (Hz) MICROPHONE LOCATION 31.5 63 125 250 500 1000 2000 4000 8000 dB(A) FRONT 35.4 46.7 61.6 59.8 71.1 61.8 53.1 45.8 35.8 67.5 RIGHT 35.3 48.6 56.2 53.3 60.3 60.8 49.3 46.1 39.2 6 ,: REAR 33.7 51.6 54.3 57.5 60.6 53.9 45.7 40.2 30.9 39.9 LEFT 35.4 47.0 58.4 56.9 67.9 60.0 51,7 45.8 1 35.0: O AVERAGE 35.0 48.5 57.6 56.9 65.0 59.1 50.0 44.5 35.2: 1. All positions at 23 feet (7 meters) from side faces of generator set. ropey 2. Test conducted on a 100 foot diameter asphault surface. City c�t v 3. Sound pressure levels are subject to instrumentation, installation and testing conditions. u"taireg giEsart Generate Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com @2014 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin OL1496G 11/20/14 60Hz FULL -LOAD DATA, dB(A) DISTANCE: 7 METERS MICROPHONE 1/1 OCTAVE BAND CENTER FREQUENCY (Hz) LOCATION 31.5 63 125 250 500 1000 2000 4000 8000 dB(A) FRONT 34.6 48.8 60.6 62.0 68.8 67.5 61.0 48.9 40.8 RIGHT 37.6 47.6 56.7 56.2 69.1 64.4 55.9 47.7 41.5 REAR 35.6 52.7 54.0 55.9 64.3 58.6 49.1 39.9 32.8 LEFT 38.0 48.0 57.0 61.1 68.2 64.7 57.3 46.9 40.1 AVERAGE 36.5 49.3 57.1 58.8 67.6 63.8 55.8 45.9 38.8 1. All positions at 23 feet (7 meters) from side faces of generator set. ropey 2. Test conducted on a 100 foot diameter asphault surface. City c�t v 3. Sound pressure levels are subject to instrumentation, installation and testing conditions. u"taireg giEsart Generate Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com @2014 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin OL1496G 11/20/14 This Page Left Intentionally Blank OIL HEATER, 300 WATT MAGNETIC The engine lube oil heater is designed for applications where the engine oil must be kept warm at all times. The heating element is magnetically adhered to the ail sump and is maintenance -free. A junction box houses the thermostat and is factory -installed and pre -wired to the genset's 120VAC connection panel, the oil heater is connected to the junction box by the installer. SPECIFICATIONS: • ELECTRICAL' RATING: 120VAC, 300WATT (+5%,-10°x) • HEATING SURFACE WILL RANGE FROM 300°-400°F (149°-204°C) • THERMOSTAT CONTROL: OPEN 40°F, CLOSE 20°F 128 F 42.2 F =TIr: ,I IAPAPr JUNCTION BOX WITH THERMOSTAT DIMENSIONS: mm [INCHES] Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. OH5230A P: (262) 544-4811 Q 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. B 04/14/15 y O cc Fc C Gi cc O_.:: cC 2 w Cz 1 OF 1 COOLANT HEATER OPTION 1500 WATT, 120VAC 2– /— CORD LENGTH: 1220 [48.00] 4ail [564] Oif 145 ---7 [5.70] DIMENSIONS: mm [INCHES] • HOTSTARTO HOTFLOW'm CTM15108-N01 • WATTS: 1500 • VOLTAGE: 120VAC'SINGLE PHASE • FIXED THERMOSTAT: 80/100° F • FLOW RATE: 3.5 GPM @ 3 PSI • 11L/C-US LISTED ceus LISTED ro��00y Of uty t v; Ena. R�°'0; Dig iss On Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. OJ4988D P: (262) 544-4811 0 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. 04/27/15 ELECTRONIC GOVERNOR Spark -ignited Engines ACTUATOR GENERACI INDUSTRIAL Generac's electronic governor system is Standard on spark -ignited 25-400 kW gensets utilizing Generac's Digital Control Platform (G or H panel) control system. • Regulation ............................. Isochronous • Steady State Regulation ......... ±0.25% • Factory installed and adjusted • Fully adjustable via GenLink® software • Quiet -Test'"" low -speed exercise capability • Fast response • High reliability • No maintenance required DESCRIPTION: Die cast enclosure housing the throttle plate and the gear -driven rotary actuator. The interior components are sealed against dust, dirt and moisture. The gear drive is directly connected to the throttle plate. Spring -return to a nearly closed position upon loss of power. DESIGN............................................................................Bosch TYPE................................................................................Motor-Driven Throttle Plate OPERATING VOLTAGE......................................................12/24vdc RESPONSE TIME.............................................................<100 msec OPERATING TEMPERATURE RANGE ................................. -40°F to 284°F OUTPUT...........................................................................Rotary (internal - no linkage) CONTROLLER DESCRIPTION: Governor driver module located in the generator control panel. Sealed unit with waterproof connections. Feedback circuit from the actuator for throttle plate position. Generac DCP software -controlled speed governing, fully adjustable via GenLink®. The Generac electronic governor system applies to all spark -ignited gensets with Generac's Digital Control prrP-rF"y Platform (G or H panel) control system. Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 060440OSSD P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. D 03/22/16 This Page Left Intentionally Blank lim This Page Left Intentionally Blank G : - •, • Rocky Mountain Power Generation Recommended Dimension & Pad Depth Rocky Mountain Power Generation TOTAL WEIGHT 8632 DENSITY OF CEMENT 173 2500 PSI WIDTH in inches 70 LENGTH in inches 193 PAD DEPTH IN FEET 1 0,53183 PAD DEPTH IN INCHES 1 6.381955 #6 Rebar every 18" on Center Gen Length Gen Width Gen Height Total Weight 180.7 57.5 107.3 8632 Service Apron Width 6.0 ***All Dimensions are in Inches 6301 North Broadway Denver, CO 80216 303-428-8517 ***Length Dimension Includes Air Intake & Discharge Ducts (If Applicable) ***RMPG is not an architectural firm. These are recommended only. 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N Z Z Q = tlSZ�U o I FFE I i - I I O n � I i < I I � I Ho zz z 71 !1 ll V Vv + o6 �(T o o< a1 g�� This Page Left Intentionally Blank Open and Delayed Transition ContactorType f INDUBTRIAL 100-1600 Amps Automatic Transfer Switch 100 —1600 amp, up to 600VAC, 50/60 Hz 2, 3, or 4 poles NEMA 1,311, or 4x Open with Inphase and Delayed Transition UL1008 Listed CSA C22.2 No. 178 Certified CODES AND STANDARDS: DESCRIPTION: cus UL1008 Listed NFPA 70, 99, 110, 37 NFP2C nc NEC 700, 701, 702, 708 I IS09001, 8528, 3046, 7637, Pluses #2b, 4 NEMA ICS10, MG1, 250, ICS6, AB1 (AWS1 ANSI C62.41 Seismic: IBC 2009, CBC 2010, IBC 2012, pd ASCE 7-05, ASCE 7-10, ICC -ES AC -156 (2012) IEC 61000 EMC Testing & Measuring CSA C22.2 No. 178 Certified c us Generac's Contactor type transfer switches are double -throw and interlocked with an over center design to ensure safe, positive transfer between power sources. The switches are 3 cycle rated to ease breaker selection and coordination. The mechanism is field proven and operated via a reliable, compact solenoid for high speed transfer of loads between power sources. The contacts are silver composite for long life, resisting pitting or burning. The switches are rated for full load transfers in critical operating, emergency, legally required, and optional power systems. The microprocessor based controller is flexible with extensive programmable options. The standard product offers both open with inphase and delayed transition. The 2 line — 32 character LCD displays real time and historical information with time -stamped events. The integrated plant exerciser is configurable in off, daily, 7, 14, 28 day intervals with user configurable run time. With the standard features of pretransfer contacts, 3 phase sensing on utility and generator sources, phase unbalance, phase unbalance, phase reversal, load shed/ emergency inhibit and communications (Modbusc' RTU). Power Series, Open and Delayed Transition, Contactor Type STANDARD FEATURES: • Double -throw, solenoid -operated transfer mechanism • LCD -based display for programming, system diagnostics and Help Menu display • Mimic diagram with Source Available and Connected LED indication • Time -stamped history log • System TEST pushbutton • Programmable plant exerciser - OFF, daily, 7, 14, 28 day interval selectable run time 0-600 minutes no load/load with failsafe VOLTAGE AND FREQUENCY SENSING: • 3 -Phase under and over voltage sensing on normal and emergency sources • Under and over frequency sensing on normal and emergency • Selectable settings: single or three phase voltage sensing on normal, emergency and load 50 or 60Hz • Phase sequence sensing for phase sensitive loads OPTIONAL FEATURES: • ATC -900 • Digital Multi -function Power Quality Metering • Ethernet Connectivity • Remote Annunciator Panel with control • Methods of transfer include: open with in-phase transition only, time delay in neutral transition, or in-phase with a default to time delay in neutral transfer • Mechanically interlocked to prevent connection of both sources • Field -selectable multi -tap transformer panel permits operation on a wide range of system voltages • Modbus® RTU CONTACTS: • Source available: — Source -1 Present, 240. & 2 N.C. — Source -2 Present, 240. & 2 N.C. • Switch position: — Source -1 Position, 140. & 1-N.C. — Source -2 Position, 140. & 1-N.C. • Pre Transfer Signal Contacts 140. & 1-N.C. • Additional contacts • TVSS • Stainless steel cover for controller • Emergency Inhibit • Remote Multi Switch Annunciator Panel with control • Selectable Retransfer • Maintenance Selector Switch • Manual Generator Retransfer • General Alarm Indication • Space Heater with Thermostat Power Series, Open and Delayed Transition, Contactor Type CONTACTOR -BASED TRANSFER SWITCH 100-1600 OPEN AND DELAYED --B G 13.29 (337.6) C 7.75 ------- (196.8) ( Neutral 6.11�. 68.59 13.13 . (155.5.2} (1742.2) (333.5) Normal i > i 55.12 B - i C - A (1400.0) G -c -- i Top of Emergency Lugs on Power Panel 43.23 (1098.1) 28.09 _ (713.5) 25.69 ( H (652.5) A C ( Load 3.94 3.68 9.60 10.37 (100.0) (93.5) (43.9) (263.4) 3.94 _ 13.13 (100.0) (333.5) Front View Side View Automatic, 600-1200A Open and Delayed Transition UNIT DIMENSIONS: 480 V A B C O Front View Side View Automatic, OpenTransition with Inphase up to 400A Wallmount Outline NEMA 1 and NEMA 3R H Normaland 600 V toad Side, A B C H Normal and 11 Amperes Transition Enclosure Height Width Depth 6 Horizontal Vertical Standby Source Neutral Connection Weight .'10 100 Open with N1, N12, N3R 38.68 (982.5) 18.31 (465.1) 13.34 (338.8) 10.25 (260A) 37.38 (949.5) (1)#14-2/0 (3)#14-1/0 164(74) Inphase NU 37.50 (952.5) 17.50(444.5) 14.34 (364.2) 1L50(292.1) 36.25 (920.8) (1)#14-2(0 (3)#14-1/0 164(74)` 200 Open with N1,N12,MR52,00 (1321.0) 19,81(563.0) 16.75(425.0) 110D (330.0) +17,84(1215.3) (1)#6-250kcrnil. (3)1/0-250kcrnil 260(118) lnphaseor01 h` Delayed NU 52.00(132L0) 2LOO533.0) 16.75 (425,0) 45.00 (381.0) '56.75(1289,0) (1)#6-250kcmil. (3) 1/0-250 kcmil 260(118) 225-1200 Open with N1, N311 79.41 (2017.0) 29.19 (7414) 22.46 (570,5) : NIA N/A (4) 1/0-750 komil (12)1/0-750kcmil 6001 272)3_p Inphase or :650(295)4 -pole Delayed N12,N4X $4.75 (215Z7) 29.00(737.0)3 -pole 24.26(616.0) N/A N/A (4)1/0-750kcmii (12)1/0-750kanil 700(318)3 -pole 29.00(737.0)4 -pole '750(340)4 -pole Power Series, Open and Delayed Transition, Contactor Type UL 1008 Withstand and Close on Ratings as Listed: 480V 600 V Ampere Rating Transition Any Breaker Specific Breaker Any Breaker Specific Breaker Specific Fuse 100 Open with Inphase only 10,000 30,000 10,000 22,000 100,0001 200 Open with Inphase only 10,000 30,E 22,000 35,000 100,000 400 Open with Inphase only 30,000 50,000 — — 200,000 100, 200 Open with Inphase or Delayed 30,000 50,000 22,000 35,000 200,000 400 Open with Inphase or Delayed 30,000 50,000 50,000 65,000 200,000 600, 800, 1000,1200 Open with Inphase or Delayed 50,000 65,000 50,000 65,000 200,000 1600 Open with Inphase or Delayed 50,000 65,000 — — 200,0001 1. Specific fuse rating at 480 V only 010 01 W INDUSTRIAL Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com 02015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Part No. OL0187-A /Printed in U.S.A. 2(4/75 ATC -300+ Power Series Transfer Switch Automatic Transfer Switch Open and Delayed Transition Controller Automatic Transfer Switch, Open and Delayed Transition Controller Available to 600VAC switches 50/60 Hz Single & Three phase UL recognized component CODES AND STANDARDS: DESCRIPTION: 190 UL recognized component, complies with UL1008 and UL 991 NFPA 70, 99, 110, 37 (complies) Nuc Testing & Measuring (complies) Applicable for use in FC NEC 700, 701, 702, 708 ( IS09001, 8528, 3046, 7637, Pluses #2b, 4 (AWS1 ANSI C62.41 The ATC -300+ microprocessor -based ATS controller is unmatched in performance, reliability and functionality for critical operating, emergency, legally required and optional power systems. The easy to use front LCD display panel simplifies programming, routine operation, data presentation, and setting adjustments. The mimic diagrams displays source availability and connection, providing "at a glance" indication, further simplifying users interface. Designed beyond industry EMC standards, the ATC -300+ is rock -solid for transfer control operations, monitoring and reporting. Customer/factory established parameters are stored in non-volatile memory. The controller has field -programmable time delays, plus displays real-time and historical information with a time -stamped history log. System testing is performed via a front screen test pushbutton. Features also include programmable plant exerciser— OFF, daily, 7, 14, 28 -day interval programmable run times. With the standard features of pretransfer contacts, 3 phase sensing on utility and generator source, phase unbalance, phase reversal, load shed/ emergency inhibit, and communications (Modbus'," RTU) the ATC - 300+ is the industry benchmark for transfer switch controllers. The ATC -300+ complies with UL 1008 / CSA C22.2-178. vs, Seismic IBC 2009, CBC 2010, IBC 2012, ASCE 7-05, ASCE 7-10, ICC -ES AC -156 (2012) Certified in ATS assemblies IEC 61000-4-2, 3, 4, 5, 6, 11 EMC Testing & Measuring (complies) FCC Part 15, Class A (complies) CISPR 11, Class A The ATC -300+ microprocessor -based ATS controller is unmatched in performance, reliability and functionality for critical operating, emergency, legally required and optional power systems. The easy to use front LCD display panel simplifies programming, routine operation, data presentation, and setting adjustments. The mimic diagrams displays source availability and connection, providing "at a glance" indication, further simplifying users interface. Designed beyond industry EMC standards, the ATC -300+ is rock -solid for transfer control operations, monitoring and reporting. Customer/factory established parameters are stored in non-volatile memory. The controller has field -programmable time delays, plus displays real-time and historical information with a time -stamped history log. System testing is performed via a front screen test pushbutton. Features also include programmable plant exerciser— OFF, daily, 7, 14, 28 -day interval programmable run times. With the standard features of pretransfer contacts, 3 phase sensing on utility and generator source, phase unbalance, phase reversal, load shed/ emergency inhibit, and communications (Modbus'," RTU) the ATC - 300+ is the industry benchmark for transfer switch controllers. The ATC -300+ complies with UL 1008 / CSA C22.2-178. vs, Automatic Transfer Switch, Open and Delayed Transition Controller STANDARD FEATURES: The ATC -300+ monitors the condition of the 3-phase line -to -line voltage and frequency of both the utility and generator power sources. It also provides the necessary intelligence to ensure that the transfer switch operates properly through a series of programmed sensing and timing functions. • Monitors both voltage and frequency on utility and generator • Provides undervoltage and overvoltage protection of the utility and generator power sources • Provides underfrequency and overfrequency protection of the utility generator power source FRONT PANEL DESCRIPTION: • Permits easy customer set up • Displays real-time and historical information • Permits system testing • Stores customer/factory established parameters in nonvolatile memory • Provides faceplate source status indications A 2 -line, 32 -character alphanumeric LCD Display provides a readout on all ATC -300+ controller monitored parameters, setpoints, and messages in easy to read formats (English, French). The display has a green high contrast background that allows clear visibility of any information displayed. The display is continuously lit for clear visibility under poorly lit or no light conditions. Source 1, Source 2, and Load Colored LED lights show status of both Sources and Load. LED Display Unit will provide LED readout showing actual metered values for Voltage, Frequency, and Condition (including Normal, Undervoltage, Overvoltage, etc.) Engine Test Button Initiates engine test. Help Brings up display messages, explanations, and prompts. INPUT FUNCTIONS: • Help/Lamp Test • Engine Test • Step/Enter • Increase • Decrease • Alarm Reset • Bypass Time Delay Lamp Test —' Enter Increase/Decrease Parameter Step Button OUTPUT FUNCTIONS: • Unit Status • Utility Available • Utility Connected • Generator Available • Generator Connected Automatic Transfer Switch, Open and Delayed Transition Controller SPECIFICATIONS: System Application Voltage Up to 600 VAC RMS 50/60 Hz Input Control Voltage 65 to 145 VAC 50/60 Hz Voltage Measurements of Utility VAB Generator VAB Utility VBC Generator VBC Utility VCA Generator VCA Voltage Measurement Range 0 to 790 VAC RMS 50/60 Hz Voltage Measurement Accuracy ± 1% of Full Scale Frequency Measurements of Utility and Generator (Source 1 and Source 2) Frequency Measurement Range 40 Hz to 70 Hz Frequency Measurement Accuracy - 0.3 Hz Over the Measurement Range Operating Temperature Range -20 to +70°C (4 to +158°F) Storage Temperature Range -30 to +85°C (-22 to +185°F) Operating Humidity 0 to 95% Relative Humidity (Non -condensing) Operating Environment Resistant to Ammonia, Methane, Nitrogen, Hydrogen, and Hydrocarbons Generator Start Relay 5 A, 1/6 HP @ 250 VAC 5 A @ 30 VDC with a 150 W Maximum Load K1, K2 Relays 10 A, 1-3 HP @ 250 VAC 10A@30 VDC PROGRAMMABLE SETPOINTS: Undervoltage Dropout Range Breaker/Switch Style ATS 50% to 97% of the Nominal System Voltage Contactor Style ATS 78% to 97% of the Nominal System Voltage Undervoltage Pickup Range Breaker/Switch Style ATS (Dropout +2%) to 99% of the Nominal System Voltage Contactor Style ATS (Dropout +2%) to 99% of the Nominal System Voltage Overvoltage Dropout Range Breaker/Switch Style ATS 105% to 120% of the Nominal System Voltage Contactor Style ATS 105% to 110% of the Nominal System Voltage Overvoltage Pickup Range Breaker/Switch Style ATS 103% to (Dropout -2%) of the Nominal System Voltage Contactor Style ATS 103% to (Dropout -2%) of the Nominal System Voltage Underfrequency Dropout Range Breaker/Switch Style ATS 90% to 97% of the Nominal System Frequency Contactor Style ATS 90% to 97% of the Nominal System Frequency Underfrequency Pickup Range Breaker/Switch Style ATS (Dropout +1 Hz) to 99% of the Nominal System Frequency Contactor Style ATS (Dropout +1 Hz) to 99% of the Nominal System Frequency Overfrequency Dropout Range Breaker/Switch Style ATS 103% to 110% of the Nominal System Frequency 6116 Contactor Style ATS 103% to 105% of the Nominal System Frequency Overfrequency Pickup Range, Breaker/Switche ATS 101 (Dropout) System Frequency %o to Contactor S tyle ATS 101 (Dropout -1 Hz) of the Nominal System Frequency to Automatic Transfer Switch, Open and Delayed Transition Controller ADDITIONAL PROGRAMMING SETTINGS Time Delay Nml to Emr Time Delay Emr to Nml Time Delay Engine Cool Time Delay Engine Start Time Delay Neutral' Time Delay Source 2 Fail Time Delay Volt Unbal Volt Unbal 3 -Phase % of Unbal Volt Dropout Nominal Voltage Nominal Frequency Baud Rate Phase Reversal 3 -Phase In-Phase2 Pre -Transfer Signal Manual/Retransfer Plant Exerciser Daylight Svgs Time Adj System Selection Modbus Address 0 to 1800 seconds 0 to 1800 seconds 0 to 1800 seconds 0 to 120 seconds 0 to 120 seconds 0 to 6 seconds 10 to 30 seconds 0 or 1 (1 = Enable) 5% to 20% (DO) Dropout -2% to 3% (PU) 120 to 600 Volts 50 or 60Hz 9600 or 19,200 OFF, ABC, or CBA 0 or 1 (1 = Enable) 1 to 120 seconds 0 or 1 (1 = Enable) Off, Daily, 7 -Day, 14 -Day, 28 -Day Intervals 0 to 600 minutes Load or No Load 0 or 1 (1 = Enable) Utility/Generator or Dual Utility 1 to 247 Communications Modbus RTU° Ethernet and/or Remote Annunciator (Optional) Applicable Testing UL Recognized Component UL 1008, UL 991 Environmental IEC 61000-4-2, 61000-4-3, 61000-4-4, 61000-4-5, 61000-4-6, 61000-4-11 CISPR 11, Class A FCC Part 15, Class A Enclosure Compatibility NEMA 1, NEMA 3R, NEMA 4X, and 12 UV Resistant ATC -300+ Faceplate 1. Not available on open transition with inphase only switches 2. Not available on molded case type switches GENERAC INDUSTRIAL General Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com wr ' ©2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin 0192670SBY-C /Printed in U.S.A. 2/2/15 SPECIFIC BREAKER LIST 1200A FRAME CONTACTOR -STYLE PSTS TRANSFER SWITCH Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. INDUSTRIAL POWER I '40 -10 Part No. 10000007786 Rev. A 09/16/16 SPECIFIC CIRCUIT BREAKER MANUFACTURER &TYPE LISTING WHEN PROTECTED BY A= BREAKER OF THE SPECIFlC MANUFACTURE, TYPE, AND AMPERE RATING AS MARKED BELOW, THIS TRASFER SWITCH IS SUITABLE FOR USE IN CIRCUITS CAPABLE OF DELIVERING THE SHORT-CIRCUIT CURRENT AT THE MAXIMUM VOLTAGE MARKED. PSTS SWITCH FRAMES COVERED ARE BIC, CBC, ATC, NTC, CTC: 600V@65KA RMS, 1200 D -FRAME @ 1200A BREAKER SHORT CIRCUIT CURRENT (RMS SYMMETRICAL AMPS X 1000) VOLTS AC MAXIMUM MANUFACTURER AND TYPE CIRCUIT BREAKER Transfer Switch SHORT CIRCUIT RATING RATING USING SPECIFIED BREAKERS @ 480V OR (AMPS max) 600V RMS SYMMETRICAL AMPS X 1000 r 18 600 LGE 606 18 @ 600V 25 600 CKD, KD, KDB 406 25 @ 600V 25 600 CLD, LD, LDB, LGS, 600 25 @ 600V 25 600 IMDL, CMDL 800 25 @ 600V 25 600 ND, CND, NGS 1200 25 @ 600V 35 480 CKD, KD, KDB 400 35 @ 480V 35 480 CLD, LD, LDB, LGE 600 35 @ 480V 35 600 CHKD, HKD 400 35 @ 600V 35 600 CHLD, HLD, LGH 600 35 @ 60GV 35 606 CHMDL, HMDL 800 35 @ 660V 35 600 HND, CHND, NGH, 1200 35 @ 600V 35 600 SBN-516 using LI or LIG tnp units) 1600 35 @ 600V 42 600 SBN-616 (using LI or LIG tnp units) 1600 42 @ 660V 56 480 LA Tnpac, LCL 400 50 @ 480V 50 480 LGS 606 50 @ 480V 50 480 MDL, CMDL, HMDL 800 50 @ 480V 50 480 ND, CND, NGS, SBN-512 1200 50 @ 480V 50 480 SBN-516 (using LI or LIG tnp units) 1600 50 @ 600J 50 600 CLDC, LDC, LGC, LGU, LGX 600 50 @ 666V 50 600 NGC 1200 50 @ 600V 50 600 RGH. RD1600, CRD 1600 1600 50 @ 6000 65 240 OK 406 65 9 240V 65 486 CHKD, HKD 400 65 @ 480V 65 480 CHLD, HLD, LGH, HJD 600 65 @ 480V 65 486 CHMDL, HMDL SOO 65 @ 480V 65 480 CHND, HND, NGH, SBN-612, SBS -612 1200 65 @ 480V 65 480 CRD, RD. RGH, SBN-616, SBS -616 1600 65 @ 480V 65 480 SBN-616 using U or LIG trip units 1600 65 @ 600V 65 600 KDC 400 65 @ 600V 65 600 Tri-Pac NB 800 65 @ 600V 65 600 NDC, HNDC 1200 65 @ 600V 65 600 CRDC, RDC, RGC, Tn-Pac PB, CRDC, PCSBN-616, SBS -616 1600 65 @ 600V 75 600 NDU, NGU 1200 65 @ 600V 85 600 SBS -016 (usi LI or LIG to unHs) 1600 65 @ 600V 100 480 KDC 400 65 @ 480V 100 480 CLDC, LDC, LGC 600 65 @ 480V 100 480 SBN-C68, SBS -008 800 65 @ 600V 100 480 NDC, HNDC, NGC,SBN-C12, SBS -C12 1200 65 @ 600V 100 480 CRDC, RDC, RGC, SBN-C16, SBS -016 1600 65 @ 4800 150 480 LGU 600 65 @ 480V 150 480 NDU. NGU, SEN -E12 1200 65 @ 480V 150 480 SBS -E-16, Tnpac CPB 1600 65 @ 600V 200 480 LGX 600 65 @ 480V GENERAL ELECTRIC 22 600 THJK, TJJ,TJK SGL4, SGL, SGP, THL. TKL, SKL, SKP 400 22 @ 600V 30 480 THJ, TJJ, TJK4, SGL, SGP, TBC, THLC4, TLB4 406 30 @ 480V 42 600 SGL,SGP,TB4,THLC4, TBC 400 42 @ 600V 42 600 SGL, SGP 600 42 @ 600V 42 600 SKL, SKP, TB8 800 42 @ 600V 56 480 SGL,SGP,TBC,THLC4, TLB4 400 50 @ 480V 50 480 SGL,SGP,TBC,TKL,TJL1S-6S, TJL4V 600 50@480V 50 480 SKHB, SKLB, SKP8, TB8 866 50 @ 480V 56 600 TB6, SGL, SGP 600 50 @ 600V 56 600 TB8, THC, THP, SKP 800 56 @ 600V 65 480 TB6, SGL, SGP 600 65 @ 480V 65 480 TB8, TO, THC, THP, TP, SKL, SKP, TKL 800 65 @ 480V 65 480 TKL, SKI -12, SKP12, SK1200 1200 65 @ 480V 65 600 SKP, TB8, THC,THP 800 65 @ 600V 65 600 SKP12 1200 65@600V 65 600 THC,THP,TRP 1600 65 @ 600V 85 480 SKP8, TB8, THC, THP, TKC 800 65 @ 480V 85 480 SKP12, TKH, TKC, TB8 1200 65 (9 480V 85 480 THC, THP, TP, TC 1600 65 @ 480V Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. INDUSTRIAL POWER I '40 -10 Part No. 10000007786 Rev. A 09/16/16 SPECIFIC BREAKER LIST 1200A FRAME CONTACTOR -STYLE PSTS TRANSFER SWITCH INDUSTRIAL POWER I I rm §3 Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 10000007786 P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. A 09/16/16 SPECIFIC CIRCUIT BREAKER MANUFACTURER &TYPE LISTING WHEN PROTECTED BY A CIRCUIT BREAKER OF THE SPECIFIC MANUFACTURE, TYPE, AND AMPERE RATING AS MARKED BELOW, THIS TRASFER SWITCH IS SUITABLE FOR USE IN CIRCUITS CAPABLE OF DELIVERING THE SHORT-CIRCUIT CURRENT AT THE MAXIMUM VOLTAGE MARKED. PSTS SWITCH FRAMES COVERED ARE BIC, CBC, ATC, NTC, CTC: 600V@65kA RMS, 1200 D -FRAME @ 1200A BREAKER SHORT CIRCUIT CURRENT (RMS SYMMETRICAL AMPS X 1000) VOLTS AC MAXIMUM MANUFACTURER AND TYPE CIRCUIT BREAKER Transfer Switch SHORT CIRCUIT RATING RATING USING SPECIFIED BREAKERS @ 480V OR (amps max) 600V RMS SYMMETRICAL AMPS X 1000 SIEMENS 22 609 CJD6,HHJD6,HHJXD6,HJD6, JD6,JXD6, SCJD6, 400 SHJD6, SJD6 22 @ 600V 30 480 JD6, J)D6, CJD6, HHJD6, HHJIDX, HJD6, SCJD6, 400 SHJD6, SJD6 30 @ 480V 42 600 CJD, HHJD, HHJXD, SCJD 400 42 @ M 42 600 CLD, HHLD, HHLXD, SOLD 600 42 @ 600V 42 600 HMD, HMXD, SCMD, CMD, SHMD, HLMD, HLMXD, 800 HNXD, HNG, SHND 42 @ 6DOV 50 480 CJD, HHJD, HHJXD, HJD, SCJD, SHJD 400 50 @ 480V 50 480 CLD, HHLD, HHLXD, HLD, SOLD, SHLD 600 50 @ 48OV 50 480 CMD, HMD, HMS, MD, WD, SCMD, SHMD, SMD 800 50 @ 480V 50 600 CLD, SCLD 600 50 @ 600V 50 600 CMD, HMD, SCMD, SHMD 800 50 @ 6" 65 480 CLD, HLD, SCLD, SHLD 600 65 @ 480V 65 480 CMD, HMD, SHMD, SCMD 800 65 @ 480V 65 480 CND, HND, SCMD, SHND 1200 65 @ 480V 65 600 CMD, SCMD 800 65 @ 600V 65 600 CND, SCND 1200 65 @ 600V 65 600 CPD, HPD, HRD 1600 65 @ 600V 42 480 S5 400 48 @ 480V 42 480 S6 800 48@ 480V 42 480 S7 1200 48 9 480V MERLIN GERIN 42 600 CJ400,CK400 400 42 @ 600V 42 600 CK800 800 42 @ 600V 50 480 CJ400, CK400 400 50 9) 480V 50 480 CJ600 600 50 9 480V 50 480 CK800 800 50 @ 480V 65 480 CK1200 1200 65 9 480V 85 480 CK1000L 1200 65 @ 480V 85 480 CM1600 1600 65 9 480V SQUARED 22 600 LA,LC,LE,LH,LI 400 22@600V 30 480 LA,LH, LC, LE, LI 400 30 @ 480V 50 480 MH, CM, CK 600 50 @ 480V 50 480 MH 800 50 @ 480V 65 480 LC 600 65 @ 480V 65 480 MH 800 65 @ 600V 65 600 MH1200 65 @ M 65 480 SE, SHE LSI TRIP 1600 65 @ 480V SHORT-CIRCUIT WITHSTAND AND CLOSING RATINGS WHEN PROTECTED BY A CIRCUIT BREAKER, THIS TRANSFER SWITCH IS SUITABLE FOR USE IN A CIRCUIT CAPABLE OF DELIVERING THE SHORT CIRCUIT CURRENT FOR THE MAXIMUM TIME DURATION AND VOLTAGE MARKED BELOW. THE CIRCUIT BREAKER MUST INCLUDE AN INSTANTANEOUS TRIP RESPONSE AND SHALL NOT INCLUDE A SHORT -TIME TRIP RESPONSE. THE MAXIMUM CLEARING TIME OF THE INSTANTANEOUS TRIP RESPONSE MUST BE EQUAL N OR LESS THAN THE TIME DURATION SHOWN FOR THE MARKED SHORT-CIRCUIT CURRENT SHORTCIRCUIT CURRENT VOLTAGE TIME DURATION PSTS FRAME TYPE RMS SYMMETRICAL AMPERES X 1000 VOLTS AC, MAXIMUM SECONDS MAX 1200 AMP 50 480 0.050 BIC. CBC. ATG, NTC, CTC 65 240 Single Phase 0.050 ATC, NTC, CTC 42 600 0.050 BiQ CBC 50 600 0.050 ATC, NTC, CTC THIS TRANSFER SWITCH DOES NOT INCLUDE SHORT -TIME CURRENT RATINGS INDUSTRIAL POWER I I rm §3 Generac Power Systems, Inc. I P.O. Box 8 1 Waukesha, WI 53187 Part No. 10000007786 P: (262) 544-4811 © 2016 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev. A 09/16/16 I j El ON Uanjlul full p - u LnLi ACTOR SHALL INSTALL NEW 2F21KW EMERGENCY ATOR AND CONTROL PANELRPANSFER SWITCH, ACTURED BY "GENERAC", AS SHOWN ON THIS DRAWING. ACTURER SHALL PROVIDE A SELECTIVE COORDINATION AS PART OF THEIR PRICING PROPOSAL. ACTOR SHALL CONSULT VA -111 MANUFACTURER'S 3ENTATIVE, DARREL CALGNFI_L OF ROCKY MOUNTAIN GENERATION, INC., PRIOR 'T'O COMMENCEMENT OF DARREL CALDWELL, ROCKY MOUNTAIN POKIER GENERATION, INC, CELL (303) 9278469 6301 NORTH BROADWAY DENVER, CO 80216 AINPOWER.COM EXTG. 1000 AMPERE MAIN DISTRIBUTION PANEL 480/277V, 3PH,4W NEW 2(4 - 4/0 THWN CU - 2 1/2"C.) NE 2177/ 8OV, 30, 4W EM GENERATOR 450A 3P C/B RD. (GENERAC, 25OKW GENERATOR SET (PER SELECTIVE Mounting Method MIN SG250, NATURAL GAS) COORDINATION (EXISTING) --- STUDY BY 3(4 #500 KCMIL XHHW AL - 3 1/2"C.) MANUFACTURER) (EXISTING r- - - -"T"" - - -1 (EXISTING) (EXISTING) W (NEW) XCEL ENERGY d z FACTORY MOUNTED METER "CT" 3P/1000A 400 AMP AND SUPPLIED "GLC" r ( d MAIN d P{ �P- - d BREAKER d SURFACE ® LOAD CENTER Phase 3 Main Breaker: NEW [d Phase FLUSH ❑ (EXISTING) T--1 V(EXISTING) FLUSH ❑ XCEL ENERGY 300 KVA d d (NEW) GENERATOR 480/277V, 30, 4W (EXISTING)--T--cf>(EXISTING) GENERATOR SET PAD MOUNTED GROUNDING( 125A, 3P, CB PAD TRANSFORMER P Description Code New 1000A FRN FUSES 1f d .- VA_ P I d _6_ _ 3 2 RECEPTACLE d d )------------- d d --------- BKR (EXISTING) 1 4 3(4 #500 AL - 3 1/2"G., SPARE NEW 2(4 - 4/0 THWN CU - 2 1/2"C.) z NEW BOA, 2P BREAKER FOR GENERATOR LOAD CENTER "GPC_" NOTE ON PANEL "PPI C": EXCEPT FOR NEW PANEL "GLC" ALL LOADS ARE EXISTING TO REMAIN 0114104111"ILI 110 MAXIMUM AVAILABLE FAULT CURRENT AT THE SECONDARY OF AN EXkrr'TING 300 KVA 4801277 VOLT, 3 PI -i, 4W XCEL ENERGY PAD MOUNTED TRANSFORMER i5 FAULT CURRENT AT EXISTING 1000AMP CIRCUIT BREAKER: FAULT CURRENT AT NEW EMERGENCY GENERATOR TRANSFER SWITCH: L = 100 FT, C = 21,391 x 3 (3 RUNS 500 AL, NM) L = 4 FT, C = 18,756 X 3 (3 RUNS 500 AL, M) 1.73 x L x Ise 1.73 x 100 x 22,500 1.73 x L x Ise _ 1.73 x 4 x 19,800 f C x EI -I f 21,391 x 3 x 480 = 0.13 f= C x EI -I f 18,756 x 3 x 480 = 4.01 0 (NEW) PANEL "GLC" € -19T (NEW) (EXIS'f'ING� (NEW) PANEL P PANEL d PANF_L d (3 #4 THWN CU, 148G. - 1"C.) d "PP1A" P "PP1B" ''PPiC" P (EXISTING) 400A, 3P, CB (EXISTING) 2(4-3/0 CU, 1 #3 CU G.) ---r� EXTG. 150 KVA (EXISTING) 480-208/120V, ;0 P TRANSFORMER NEW 60Al2P (3-3/0 CU, 1 #6 CU GJ CIRCUIT BREAKER 4 d Q P Q 4 Q 0 0 0 �. o r� o 0 z z z P d z z f- 1 P N m m m - rn az rn rn O O d EXTG. O i) O O C I I d GROUND I I I 4 I I I d d d d d EXTG.400A/3P CIRCUIT BREAKER, [----- ----- ❑ 400A FUSES A 44- EXTG. t00A/3P EXTG.200A/3P EXTG.100A 3P CIRCUIT BREAKER, CIRCUIT BREAKER, CIRCUIT BREAKER, 100A FUSES 200A FUSES 100A FUSES - (NEW) EY TG. 400A/3P 1000 AMP AUTOMATIC TRANSFER SWITCH. CIRCUIT BREAKER, 4801277V, 3 POLE, NEMA 1, 22,000 AIC. (GENERAC, MIN ATC3C5X31000XSU) 400A FUSES ONE LINE DIAD NO SCALE NOTE: DASHED LINES INDICATE EXISTING TO REMAIN. SOLID LINES INDICATE NEW WORK. Generator Load Center PANEL 'TPIC" 1-74 FRONTAGE RD. Uj Mounting Method Panel Status Panel Information Mounting Method Panel Status W RELOCATE} I .i Volt: z 2001120 Bus Rating 400 AMP ❑ 'dolt: SURFACE ® NEW j. Phase 3 Main Breaker: NEW [d Phase FLUSH ❑ EXISTING §t?d Wire FLUSH ❑ 4 AIC Rating: 10,000 3 Ckt New Code Description Load Bkr P [Ph Ph Ph P Bkr 1 Load Description Code New Ckt 1f HKR .- VA_ A B C _6_ _ 3 2 RECEPTACLE I VA 1 BKR # 1 4 4 SPARE 1 20 1 2 30 { SPARE_ G 7^❑ SPACE 2_ _ 3 j a - - SPARE 0 _ s 7_I ® '• •• ❑ 4 _5 1. r SPACE --- _� SPARE - 20 1 '� 1 �20 SPARE Load VA Dem 6 7 Load Summary SPARE 20 1 x e. 2 Per SPARE - 0 9 �_ Ph A SPARE 20 1 a / 50% Ph B 1 680 10 11 _ 2 (RECEPTACLE 1440 20 13 ® 1 20 SPARE T 125% '12 2 RECEPTACLE 1440_ _20 1,- 2_ 30 Connected SPARE _ 3390 VA 14 _13 15 100% 6 FURNITURE SYSTEMS - SW 720 20 1 �' ! _ I 1200 100% 16 17 SPARE 3 20 1 P 1 2.0-- _ SPARE 'IR' 191 I 2 MENS RESTROOM RECEPTACLE 360 i e0 1 (A 2 30 SPARE 20 27 2 RECEPTACLE 720 20 11 a / •• 22 23 T2 RECEPTACLE 20 1 -12 60 3405 PPANEL"GLC"` 7 V 24 _!720 25 2 IRECEPTACLE. _ 720_ 20 1 t - 1 26 27 2 RECEPTACLE 720 20 �... w( 1 20 SPARE 28 29 31 2 (RECEPTACLE SPARE 900 _ 20 20 1!� 3 L' 1 1 20 20 720 FURNITURE SYSTEMS -SW 1 720 FURNITURE SYSTEMS -SW 6 6 30 32 33 6 _ FURNITURE SYSTE_M_S-SW 720 20 1 a_ 1 20 { 720 F URNITURE SYSTEMS -SW 6 ❑ 34 35 SPARE 26 7� 1 20 720 FURNRURE SYSTEMS SW 6 36 37 7 PANEL"PP1E" 27200 100 {q a 1 20 1 720 FURNITURE SYSTEMS - SW 6 38 39 / ( * 1 20 720FURNFCURE_ SYSTEMS -SW 6 40 SPARE 42 Code Description Load VA Dem Load Summary 1 Lighting 1251 Per Phase 2 Ree up to 10,000 7020 100% Ph A '14723 VA Res over 10,000 50% Ph B '13387 VA 3 Motor 100% Ph C 15269 VA Largest Motor 125% 4 Heater 1001 Connected 43385 VA 5 Kitchen '100% Code Demand 43355 VA 6 Oilier 5760 100% 7 Sub Panel 30605 100% Code Demand 120.57 Amps Feeder 2(4 - 310 THWN CU) Feed From IADP z NEW BOA, 2P BREAKER FOR GENERATOR LOAD CENTER "GPC_" NOTE ON PANEL "PPI C": EXCEPT FOR NEW PANEL "GLC" ALL LOADS ARE EXISTING TO REMAIN 0114104111"ILI 110 MAXIMUM AVAILABLE FAULT CURRENT AT THE SECONDARY OF AN EXkrr'TING 300 KVA 4801277 VOLT, 3 PI -i, 4W XCEL ENERGY PAD MOUNTED TRANSFORMER i5 FAULT CURRENT AT EXISTING 1000AMP CIRCUIT BREAKER: FAULT CURRENT AT NEW EMERGENCY GENERATOR TRANSFER SWITCH: L = 100 FT, C = 21,391 x 3 (3 RUNS 500 AL, NM) L = 4 FT, C = 18,756 X 3 (3 RUNS 500 AL, M) 1.73 x L x Ise 1.73 x 100 x 22,500 1.73 x L x Ise _ 1.73 x 4 x 19,800 f C x EI -I f 21,391 x 3 x 480 = 0.13 f= C x EI -I f 18,756 x 3 x 480 = 4.01 0 (NEW) PANEL "GLC" € -19T (NEW) (EXIS'f'ING� (NEW) PANEL P PANEL d PANF_L d (3 #4 THWN CU, 148G. - 1"C.) d "PP1A" P "PP1B" ''PPiC" P (EXISTING) 400A, 3P, CB (EXISTING) 2(4-3/0 CU, 1 #3 CU G.) ---r� EXTG. 150 KVA (EXISTING) 480-208/120V, ;0 P TRANSFORMER NEW 60Al2P (3-3/0 CU, 1 #6 CU GJ CIRCUIT BREAKER 4 d Q P Q 4 Q 0 0 0 �. o r� o 0 z z z P d z z f- 1 P N m m m - rn az rn rn O O d EXTG. O i) O O C I I d GROUND I I I 4 I I I d d d d d EXTG.400A/3P CIRCUIT BREAKER, [----- ----- ❑ 400A FUSES A 44- EXTG. t00A/3P EXTG.200A/3P EXTG.100A 3P CIRCUIT BREAKER, CIRCUIT BREAKER, CIRCUIT BREAKER, 100A FUSES 200A FUSES 100A FUSES - (NEW) EY TG. 400A/3P 1000 AMP AUTOMATIC TRANSFER SWITCH. CIRCUIT BREAKER, 4801277V, 3 POLE, NEMA 1, 22,000 AIC. (GENERAC, MIN ATC3C5X31000XSU) 400A FUSES ONE LINE DIAD NO SCALE NOTE: DASHED LINES INDICATE EXISTING TO REMAIN. SOLID LINES INDICATE NEW WORK. Generator Load Center "Gd_Ii° 1-74 FRONTAGE RD. Uj > Mounting Method Panel Status W BUILDING Panel tnformaton z ( ROOM CONTAINING RELOCATED ❑ 'dolt: 208/120 Bus RaSng 100 APAP SURFACE ® NEW [d Phase 1 Main Breaker: 60 AMP FLUSH ❑ EXISTING ❑ Wie 3 AIC Rating: 10,000 EXTG. 300 KVA i �'�"�-NEW GENERATOR Feeder 3 #4CU Feed From PANEL PPiC° fkt New Code Description IBKR t j_� BAiII ERY CHARGER Load Bk VA 1200 20 P Ph A e Phi P Bkr I Lead yy Desorption B, VA 1 1 �0 300 CRANKCASE OIL HEATER �Ccd Nev. BKR� 4 ❑ Ckt g- 2 _6_ _ 3 2 RECEPTACLE 180 20 1 6 11 20 1500 BLOCK HEATER 4 4 54 BATT ERY HEAIERS 150 20 11 20 60 LIGHT 1 G 7^❑ SPACE - j a - SPACE g SPACE SPACE 10 1. r SPACE --- _� --- _ SPACE J112 Code Description. Load VA Dem Load Summary 1 Lighting 60 125% Per Phase 2 Ree up to 10,000 180 100% Ph A 1710 VA Res over 10,000 50% Ph B 1 680 VA 3 Motor 100% Largest Motor 125% 4 Heater 1950 100910 Connected 3390 VA 5 Kitchen 100% Code Demand 3405 VA 6 Other 1200 100% 7 Sub Panel 100% Code Demand 16.37 Amps PANEL "PP1A" = 88 AMPS (PER AS BUILT DRAWINGS) PANEL "PP1 B" = 85.6 AMPS (PER AS BUILT DRAWINGS) PANEL "PP1 C" = 120.57 AMPS TOTAL LOAD = 294.17 AMPS EXISTING SERVICE AMPACiTY FOR PANELS 11PP1A", "PP161', AND "PPiC" IS 400 AMPERES IVER,A,LL SERVICE ELECTRICAL LOAD: MAXIMUM EXISTING DEMAND LOAD FOR THE EXISTING MAIN DISTRIBUTION PANEL, PER XCEL ENERGY INFORMATION IS 180 KW. THE PROPOSED EMERGENCY GENERATOR IS RATED AT 250 KW. AMP, RMS, PER EXISTING PLANS. FAULT CURRENT AT EXISTING MDP: L = 4 FT, C = 18,766 X 3 (3 RUNS 500 AL, M) 1.73 x L x Iso L j3 x 4 x 19,602 f C x EI -I f 18,756 x 3 x 480 = 0'01 M= m 1+0.13 =D.88 m= m= 1 =0.99 m= m= 1 =0.99 1+f 1+f 1+0.01 1+f 1+0.01 Ise AT EXISTING 1000AMP CIRCUIT BREAKER: = 22,500 AMP x 0.88 = 1 9 r00 AMP Ise AT NEW EMERGENCY GENERATOR AUTOMATIC TRANSFER SWITCH = '19,800 /IMP x 0.99 = 19,602 AMP Ise AT EXISTING MDP = 19,602 AMP x 0.99 = 19,406 AMP NEW EMERGENCY GENERATOR AUTOMATIC TRANSFER SWITCH SHALL BE RATED A MINIMUM 22,000 AIC FAULT CURRENT AT NEW GENERATC L = 90 FT, C = 3,826 (1 RUN #4 CU, Nfi 2x Lx Ise f= CxEI-1 f= 1 1 _ M= 1+f m- 1+1.60 Ise AT NEW GENERATOR LOAD CENT ALL CIRCUIT BREAKERS IN NEW GEN LOAD CENTER "GLC": x 90 x 7,093 3,826 x 208 = '1.60 "GLC": = 7,093 AMP x 0.38 = 2,c 5 AMP ATOR LOAD CENTER "GLC" SHALL BE FULLY RATED 10,000 AIC CONTRACTOR SHALL FIELD MARK ALL SERVICE EQUIPMENT WITH THE MAXIMUM AVAILABLE FAULT CURRENT AND THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED. REFER TO ELECTRI(::AL DRAWINGS FOR THE DATE OF CALCULATION. FIELD MARKINGS SHALL COMPLY WITH NEC 110.24 ® 6 x 1cjk Comm 7NITYI-AVtIoPMIN-1 `'--' Wheat Ridge Bi jiloincd- Division Approved flans DcTe-- Va ! y O , 1 t,.. ` , r r of pf 1i. 51, >> c T xea rr iTfcr,cr r� CI pruva: ol, V1011ji,ii ,y rf The prwso, of 1ho sur+ c• cc r c. gamy ty ord na ccs r', rm ts h c nc1 to c c Cnthori'y to 01Te Or caner, TC' p ov s ons of the 5u :1 fg c� or other ordinances of the City shall nc" e veld, FAULT CURRENT AT SECONDARY OP 150 KVA TRANSFORMER Ise p x Vp x 1.73(%Z) 1 19,406 x 480 x 1.73 x 5.8 f 100,000 x KVAtr 100,000 x 150 _ 1 _ 1 m 1+f m- 1+6.23 =0.16 Ise AT SECONDARY OF 150 KVA TRANSFORMER = Vp/Vs x m x Ise p Ise AT SECONDARY OF 150 KVA TRANSFORMER = 4801208 x 0.16 x 19,406 = 7,165 AMP FAULT CURRENT AT EXISTING PANEL "PP1C": L = 4 FT, C = 2 x 12,844 (2 RUNS of 3/0 CU, M) _ 1.73xLxIse 1.73 x4 x7,165 f C x EI -1 f- 2 x 12,844 x 208 = 0.01 m= 1 m= 1 =0.99 1+f 1+0.01 Ise AT PANEL "PP1C" = 7,165 AMP x 0.99 = 7 093 AMP NEW 60A, 2P C/B TO NEW PANEL "GLC'* SHALL BE FULLY RATED 10,000 AIC ENGINEERIN( CONSULTANT' INC O R P 0 R A TE ELECTRICAL ENGINEER 2555 WALNUT ST. SUITE B., DENVER, CO 80205 (303) 355-5534 (tel) (303) 355-5509 (fax) 1-74 FRONTAGE RD. Uj > ETCH. W BUILDING EXTG. MAIN ELECTRICAL z ( ROOM CONTAINING EXISTING C.T., METER, MAIN CIRCUIT BREAKER, MDP AND NEW TRANSFER Uj ..- SWITCH - -.--L NEW 25OW 0 %I GENERATOR G EXTG. 300 KVA i �'�"�-NEW GENERATOR TRANSFORMER �- ENCLOSURE LOCATION MAP N.T.S. FAULT CURRENT AT SECONDARY OP 150 KVA TRANSFORMER Ise p x Vp x 1.73(%Z) 1 19,406 x 480 x 1.73 x 5.8 f 100,000 x KVAtr 100,000 x 150 _ 1 _ 1 m 1+f m- 1+6.23 =0.16 Ise AT SECONDARY OF 150 KVA TRANSFORMER = Vp/Vs x m x Ise p Ise AT SECONDARY OF 150 KVA TRANSFORMER = 4801208 x 0.16 x 19,406 = 7,165 AMP FAULT CURRENT AT EXISTING PANEL "PP1C": L = 4 FT, C = 2 x 12,844 (2 RUNS of 3/0 CU, M) _ 1.73xLxIse 1.73 x4 x7,165 f C x EI -1 f- 2 x 12,844 x 208 = 0.01 m= 1 m= 1 =0.99 1+f 1+0.01 Ise AT PANEL "PP1C" = 7,165 AMP x 0.99 = 7 093 AMP NEW 60A, 2P C/B TO NEW PANEL "GLC'* SHALL BE FULLY RATED 10,000 AIC ENGINEERIN( CONSULTANT' INC O R P 0 R A TE ELECTRICAL ENGINEER 2555 WALNUT ST. SUITE B., DENVER, CO 80205 (303) 355-5534 (tel) (303) 355-5509 (fax) E 9 Drawing Date: 12.20.2016 Drawn By: LR Checked By: WR No. Date Description n G 7 94s r,, >t E 9 Drawing Date: 12.20.2016 Drawn By: LR Checked By: WR No. Date Description n G 7 94s r,, Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500560 Issued: 05/29/2015 Stipulations: Add Four (4) Test Labs,m Four (4) Office Spaces, Interior Finishes and Re -Locate Fire Sprinklers. 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: 4720 Independence ST #10 Owner: MOUNTAINVIEW GROUP THE LLC 855 PARKWAY AVE EWING NJ 08618 Contractor: Chris 'polar 14700 W 66TH PL #10 ARVADA CO 80004 For the Following Purpose: Commercial Addition Code Editions 2012 ICC/2014 NE 2006 ICC/2011 NE 2006 ICC/2005 NE Other I 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. COMMERCIAL OCCUPANCIES FRONT RANGE TEST AND BALANCE AIR OUTLET TEST REPORT PROJECT: GLI REL SYSTEM: I ST FLOOR NORItWg�j, FLOW HOOD ,'.. I',." REMARKS: (1) CORRECTED FOR ALTITUDE TEST DAT84 5/26/2015 FRONT RANGE TESTAND BALANCE AIR OUTLET TEST REPORT PROJECT: GLI REMODEL SYSTEM- 'Q ST FLOOR NORTHWEST TEST" APPARATUS: FLOW HOOD AREA 1111111, C T , LETVAY,CF EL MiE " FINAL a SERVED NO, 'Yl tih t±t# V P tD FTU -2-4-4 -4 � CSD 24X24 312 312 2 C D 2024 2982933 24 024 299 299 4 Cid 24X24 303 303 CD 24X24 1. ' 130 134 184 TOTAL 1380 1396 REARKS:CORRECTED FOR ALTITUDE TEST DATE: zm INSPECTION RECORD OINSPECTION LINE- (303) 234-933 ln$Psdf*ns will n0t be i M po#W on building Call bY 11:59 P.M. receive Inspectlon the fbilowing busins" dsy� City of Wheat Hidoe . 844410115 i4�?8 {_DAA ls ai tvoNitsubis CDA81-293 MOUNT 'SP OZO loftonderpe ST 452.00 PAY T `3:NU..,. AMy�xi„ CODE. 0,2331 p� FCR OFFICE USE ONLY 4IIr. City of tate: Comm Ut c plan/permitAt Building & Inspection Services Divir`ora oc>C5 coo 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee .7 ffjce. 303-235-2855 * Fax, 303-237-8929 Inspection Cine: 303-234-5933 Building a it Application x �. 1 17r t A , • N •s- ..rs Address; City, State, Zip: Electrical- WR� City License # M e Other City Licensed Sub: Other City Licensed Stab: City License ## City License - -- ------ ------- Complete all information on BOTH sides of this form C6107,04 .w• NEW COMMERCIAL A rir ELECTRICAL rVICE s • ADE NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING COMMERCIAL ADDITION T.O RESIDENTIALEj RESDENTIAL ADDITION 0 WINDOW REPLACEMENT COMMERCIAL YA AY. STRUCTURE IRMlk RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL ..♦ SYSTEM/APPLIANCE NrIFI4 9 4D }ah REPLACEMENT 1R p PLUMBING SYSTEM/APPLIANCE MN3 f4 iwe or r • A CMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT T • "` ," A1 t- I t ACC 1 � ATIF 11414T -s AS ADO D y ke r , > a FR A M I At 6IZYL,,)A1,(- PAIXITJNAC " C6rl c- TI 1: A NeeOc , RZ404ATe FiRf SeftlI(4f4,& I- w * PSC ` 6C Figsr f tp: - 1401t" _ ' s'r Fgoovr PAAr ooc i3vi,Laimc, Sq. FULF Btu's Gallons Amps Squares tither City of bat RLdge rm�, Efflaw A copy of this foffn must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: CAlo eC 7 Name of Pt Individual submitting documents: 7 0-4 r t> 0 1 t f 04V Project Type/Description:p��Fri -�if �Iec �111 Xt........... the project indicated above. Sncy reRMsented: (Please check one) o Wheat Ridge Fire Protection Arvada Fire Protection • Wheat Ridge Water District • Consolidated Mutual Water District • Valley Water District • Denver Water Agency Notes. MM= ili�11�piiiili 111111�1!11llpq iil��1111 • Wheat Ridge Sanitation District • Clear Creek Sanitation District • Fruitdale Sanitation District • Westridge Sanitation District • Other Kristi Graham From: Lauren Mikulak Sent: Monday, April 2Q 2015 7:43 Al To: Kristi Graham; Kirk Cadotte; Dave Brossman; Melissa Mackey Subject: RE: 4720 Indenpendence Street, Plan #201500560 It looks like this is just a tenant finish to add labs/office within the existing building envelope. Planning review will not be required. U= Lauren E. Mikulak, AICP Senior Planner Office Phone: 303-235-2845 From.* Kristi Graham Sent: Friday, April 17, 2015 4:06 PM To: Kirk Cadotte; Lauren Mikulak; Dave Brossman; Melissa Mackey Subject: 4720 Indenpendence Street, Plan #201500560 0 Plans for a commercial addition at 4720 Independence Street, #10, Plan #201500560 have come in for review, They will be in drawer #8. HEM= f M Fax: 303-237-8929 www.gli...,wheatrid Lge.cous# Ay of '��mubttv Dr.vtl.0PMtNT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential inforniation. It is intended only for the use of the individual or entity named above. Ifyou are not (fie intended recipient you are notified that any disclosum, copying, distribution, clectionic 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 cornputer, and any network to which your computer is connected. Thank you. INSPECTION RECORD u9ammyam Ins <rINSPECTION LINE: (303) 234*5933 # •ns will #.: be # this # Is # i X on building CsII bY 11:59 P.M. nt"Ivo Inspeation tho following bustron day. OR MUST SIGN ALL SpACES PERTAINING To THIS +w ~"" City ofeat Ridge 04/�4/201514:20 MA Install two m.i subl.s . 1tf AOI 1 d+..9 x HT x ... P 4721 nde o en f Inde ., 4 ,. Be 52. APPUPERM"T NO: 2@15@8593 r. yy ,{ p� q t ?t4+�rAir CUP:2.: w. w:" T 4L ;{{ 00. ~"" Page 2 of it •±. . 2 ,«4.; From., Jesse a City of C( M&h6 at Ps.Ldd Date: 14 I "I DIEVELOPMEW Building Division 7500 W. 2e Ave., eat Ridge, CO 80033 Office: 303-235-2855 Asx '303-237-8929 Inspection Lai : 303-234-6933 Facsimile q Permit Application a M r„. r aw •a •x # .e x >.•.t ,. �. air. . w�� a ,r..,e• o - "4��Iaatioa: 0 City c4 l ic Building Permit Application Property Owner Email. 0 1 Zr I S M ailing Address: (if 0f rat than property address) i Addr ess - Contractor * Contractors City License . ph one: - 5 . 3483 Co n t r ac tor add f U :-r- " cc :., Scab Contractors: Electrical: Plur bing: Mechanical: W fit. City License #6 '?, a 7 3 4 lW, R. City License# W k City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete City otf W li6at 1 ) Skc ige CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p 303,2351951f 301237,8929 A copy • this form must be completed • each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building 'Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Project Address: '429ca Name of Firm/Individual submitting documents: kZ: I ZtL. Project Type/Description: M j; r- (- e- I 1�, z: 9Aj all oef 82 a resentative or Individual: - - ----- �01"# LMR11 "I ..... ..... duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval ♦ the project indicated above. UtMj—%'—IACA►i o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District • Westridge Sanitation District * Other Signature: Date: _j_Q_.QAL (Agency Representative) LZ The GalleonTl LED luminaire delivers exceptional performance in a highly scalable, low-profile design, Patented, high-eff iciency AccuLED applications. IP66 rated. be field or factory installed. The house side shield is designed to seamlessly integrate with the SL2, SU, SL4 or AFL optics, N No U= 14YA114=101=3 AREA/SITE WMINAIRE Mounting Extruded aluminum arm includes internal bolt guides allowing for Warranty Five-year warranty, I ass gan CERTIFICATION DATA UUcUL Wet Location Listed IS09001 LM 79 I LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights Consortium.k, Qualified* Number of Light Squares *A" Width "B' Standard Arm Length 'S" Optional Arm Length Weight with Ann Obi EPA with Arm (Sa FQ 1.4 inn -1, 7'P179mm) 10'425 33 (15,0 k9s) 0.96 5.6 21-5 8' (54 7'(178mm) 10'(254mm) 44 =O kgs,) 1,00 7,8 27-5i8'(702rrtrn) 7" (1 78rrim 13 54 (24.5 kgs,p 1.07 9-10 33-a(4' (857rnni) 7'(178mm) 6� (400nm� 31 =(286jkg=,,) 1,12 NOTES. I E-tended aim a,pbon may be "hen 'noQMmg t",x of m01010wes Per wie at 90' of t20' Flefij,to riioauntmg mfjiafement',ab4e, 2 EPA cakWated rovibh opvinaR afm #erigth Cooper Lighting by F.T.N HZEMEMMMMEM ADHI40426 2014-08-2715:04:21 ME am go= OPTICAL DISTRIBUTIONS Asymmetric Area Distributions T2 SL2 T3 SL3 T4FT T4Vy $1.4 (Type 11) (Type 11 with Spill ControO iType tit) (Type III with Spill Control) (Type IV Forward Throw) (Type IV Widet (Type IV with Spill Control) Asymmetric Roadway Distributions Syrandartric Distributions RW T2R T3R SNQ SMQ 5WQ (Rectangulw- Wide Type, I) (Type 0 Roadway( iType lH Roadway} (Type V Square Narrow) (Type V Square Medrurnp (Type V Square Wide) _C=,�: D„ AFL iAmornotive Frontline) Configuration GLEON GALLEON LED DRILLING PATTERN TYPE 'N" 7" Arm 314" [ 19mml (Standard) 7 ==� Diameter 7'Arm, 2" Hole (51mml (Standard) 7,18" 122mml 7' Arm J I.L7_ [44mm) (Standard) GLEON-AE-04 7' Arm —M 9616" (14mml Diameter (Standard) Holes OPTICAL DISTRIBUTIONS Asymmetric Area Distributions T2 SL2 T3 SL3 T4FT T4Vy $1.4 (Type 11) (Type 11 with Spill ControO iType tit) (Type III with Spill Control) (Type IV Forward Throw) (Type IV Widet (Type IV with Spill Control) Asymmetric Roadway Distributions Syrandartric Distributions RW T2R T3R SNQ SMQ 5WQ (Rectangulw- Wide Type, I) (Type 0 Roadway( iType lH Roadway} (Type V Square Narrow) (Type V Square Medrurnp (Type V Square Wide) _C=,�: D„ AFL iAmornotive Frontline) Configuration 90 ' APort 120 AW GLEON-AE-01 7" Amps 7" Arm (Standard) (Standard) GLEON-AE-02 7'Arm, 7' Arm (Standard) (Standard) GLEAN -AE -03 7' Arm 7' Arm (Standard) (Standard) GLEON-AE-04 7' Arm 7" "am (Standard) (Standard) GLEON-AE-05 10' Extended Arm 7* Arm (Required) (Standard) GLEON-AE-06 10' Extended Arm r" Arm (Required) (Standard) GLEON-AE-07 13' Extended Arm 13' Extended Arm (peclutred) (Required) GLEON•AE-08 13' Extended Arm 13' Extended Arm (Required) (Required) GLEON -AE•09 16" Extended Arm 16' Extended Arm (Requi _16g (Required) GLEON-AE-10 Extended I 16 Extended Arms (RequveL (Required) — Specialized SLL SEA (90 Spill Light Eliminator Left) (90" Spill Light Eliminator Right) EMMM 2 @180° I= EM DUE In d1i Eaton Esuar's Cooper Lighting Business KK E"to I soule"O'd I Q1 Homay 7 4 Sowh Cooper Llgwing Ciewiand, 4 Peachuse Cty GA 30169 SpecJCatons and Unde ' d St tes P 770-486 dMerncx,S wIaec w by F.T.M Eaton cwl — . c oopeAghung COM change -thout not,ce ADHI40426 201408•2715:04:21 ' "nkW dwa for 4OWK CCT Eaton E Eaton's Cooper Ughtins Ousiness 1000 Eatm SoWevahl H H21 K9h,,ay 74 South It000per L Peachireo Cay, CA 30269 S GLEON GALLEON LED Number of Light Squares 1 2 3 4 m Poachhee ;;its CA 30269 S 6 7 8 g 10 Dove Current 700mA 700trok 700niA 700mA 700MA 700mA 700rnA 700mA 700mA 700rnA Nominal Power (Watts) 38 72 105 138 176 210 243 276 314 348 Input Current 0 120V (A} 0,32 0,59 0.86 1,14 1,45 1,72 2 2.28 2,58 2,86 Input Current 0 208V (A) 0,21 O.36 0,51 0,67 0,87 4.— 1,02 118 1,34 1,53 1.69 -- Input Current 0 240V (A�T) 019 0�32ETI a9 0 , - ;9 ------------- 01 7 7 ------- 14 A! 1,35 1.49 Input Curre 0.20 : :):E, 0,2 9 0,40 0,51 0,69 '59 _ _ _ " OM 0 41 0 1 M 1,20 131 Optics __ OMWUM data for 4000K C(;T, Eaton E Eatows Cooper Ughtfito ausiniass Moo E"t BoWeoard I I Q1 Huh" 7 4 South %Oooper L Poachhee ;;its CA 30269 S ltw;plj # i I Number of Light Squares 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 1 10 Drive Current 5 530mA 5 530rnA 5 530inA 5 530mA 5 53OmA 5 530mA 5 530inA 5 530mA 5 530rnA 5 530mA Nominal Power (Watts) 3 30 5 54 8 80 1 105 1 130 1 159 1 184 2 209 2 234 2 259 Input Current* 120V (A) 0 025 W 0 0A5 0 0.66 0 0.86 1 1,07 1 1-32 1 1,52 1 1,72 1 1,93 2 2,14 Input Current 0 208V (A) 0 0,17 0 0.28 0 0,39 0 0,51 0 0.63 0 0,78 0 0 9 1 1,02 1 1,14 1 1,26 Input Current 0 240V (A) 0 017 0 0. 0 035 O OA5E[ 0 0,55 � �70 0 : 0,1 2 2 ] 0, 7 - � 0=64 0 0.72 0 0. 80 =0-8�0 0 �0,89 - ---- * Notninat data for 4WOK CCT Eaton Eaton's Cooper Lighting Business *00 Eaton Bouievaro "21 H,9hoay ol South Cooper Lighting Oer stlarsf, On •4122 Foachvee City. GGA 30269 StiCAcatwns and un,uto States P 770-496,4800 do to ADHI40426 by ILT-N Eato co.� - com change -that'l rQvce 2014-08-27 95.04:21 GL ON G ALLEO N ny L. D LUMEN MULTIPLIER ��""""'' Ambient Temperature Lemon Multipliers 0 "C 1.02 10 25"C _ 1,00 40"C 0.99 5CC" 0 97 ORDERiNCa INFORMATION LUMEN MAINTENANCE Ambient P -21 Lumen Maintenance Theoretical L70 Temperature (641 Qttp }lours) i {#iaurs} 25'C > 949" s 350,0110 401C .._ 93% > 250,000 50 > 90% �> 170 , 000 mm Sample Number. GL.FON- AE -04 -I ED•E1- 7 "3.GM -700 Product Family Light Engine 9 9 Number of Light Squares x Lam T p ype Voltage Distribution Color Mounting 01.901 = aiieo£s; AE- lAE3rhat 01==1 LED-Solid State: fl *1213 -277V: ' T2 -Type 0 AP =Gary ( Ian , for Round or Current 02 =2 Li4ht gindtstag 147 =347V t T2R, -Type R Roadway S e, "kcaam hale Hades 480 =480V a.a T3- Typt*, III SK- Bilick Extended Arm 04 -4 T3R 01 Roadway DP -Dark Platinum MA=Mast Arrn Adapter r 05-5 T4F'T Type IV Forward Throw t'Mz Graphite Metallic WM -Wall Mount 176:6 TilaNnType IV Wide Wtl -Add to 07=7 SNCI=Type V Narresw 08-8 5C4 Q=Type V Square Medium 09 =9 SWQ=Type V Square Wide 40=110 SL2 -'Type tt yahSpM Control SL3 -Type III wtSpill Control SL Type IV wiSpei4 Control SLLv90* Spill Light Eliminator Left LR#90 tipill Light Efiromatior R ight ? RIN- Rectangular Wide Type l AFL-Automotive Frontline Options {Add as Suff rr Accessories (Order Separately} g Notes 1. DesPgrhhlins Consoratu m Qu aiified, Rotor to avow des €golupghts.vog flcapsige d Pork cea last aercho Fantfty leade for details 2. Standard 4000K CCT and anti sews 70 CRR 3. Ribithres the use of a stop down transformer when contbinrsd Won 595054, islstx or:}ktORF 4. Not to be woos with asn.tgrrsun4ded systems $. clay be required when two or more roterrtS oo, are ooenCeg on a 90' ur 120" drrBhng ttattent fornm w arm mourning 'sranfrernent to ot, C Paactuo - y vasallod. 2L is nut inon &mom wah a4S, M ,rX or M& DIM at ,347V or 4000 2L in AE-02 through AE 04 recho its a target housing, nt+ren vote need for AE 05 or AE. 09. €6stesnded 3hm rehnin may be requires'; whwt mounting two Or mute £rxinreas bt r Rode at 9f+° oar 120'. RON, to arm mounting nat urrorreen4. toloo, 9.. Not esvadabre aoph LumaN+an rewo nis sonsors. 9. Extended lewd Incats apply. Use tredrostart WS Cites for „i000K and kk OOK when ycorgothng rayon t.' these fires; are pubd'oehad or, the Galky0n dvmemoot pnxtuct page on the websstnee. ta. 1 Amp standard. Use deodeceted IES freaa for 530hok and 70tianc, when faedror irig onfo rte Thustsa fires are pobfished on the CaaRmor horensara product page on the anebstte. it Consu t factory for r"Gre erfourra2iton. 1P. Utitexus nee... al sutra down eeansfornret whom 347V or 480V st setessed. 13. The FfaR 100 acre ssiny to ro lured to adjust foosne ra. 14.. Not snoniabde w4h HA option,, 15. Ferreira X with number of Ldgh€ Stp etres ornewhs>g,+ in sew omput; toe @es. 16. Lu nassout eoneeas sorelorb are facphy lnsLk84hol only reibstrin'ag network as, irtuc n nos ,4F.E[41, RF - GWI and AF ROUT9 to ap+'tootonita quar:iFtif,m See enew x:t8S5« eikghlint ooh, ko Luminco tt tariphrr atone d noonaf ce, 17.1 inaep oet entta house side Shde n tebl . 9S, only for use with SL2. S0, SL4 and AFL distributions. The Light Square trror {Plate is feented black when tine HSS ithavon A selectee 13. This 1004 orrables achUstment of parameters ?nctcopng high and row erodes, serep say, time diflsay, cutoff And smart. Conceit Your Eaveve Cooper L Mang business aC4o-resanY,gYive en rokfitenve edoun s. 20. One ititfuned Scar each Light Square. Eaton Eaton's Copper Lighting Business Cooper Lighting ADH 140426 by 4 0 - F ,> x ... ,.,,,n 2014 - 0812'7 158 lot'21 W,--# If I 11M inall Im W1 growl WMI M a on M MAHLH•�� 0 orgy INVUE AiM 1 a toll] 0 1 1 - 2 LightBARs Solid State LED ARCHITECTURAL WALL LUMINAIRE 01114 1114 CONSORTIUM Warranty Entri LED features a five-year limited warranty, [M�11 �*- A . UUcUL Listed IS09001 IP66 LightBARs ARRA Compliant LM79 I LM80 Compliant 15-34 _j t400mm) [196mm) 1206mml -- T --------- r L 1279mi ENERGY DATA Elactronio LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120 & 60hz, 347V160hz, 480VI60hz -30*C Minimum Temperature 40*C Ambient Temperature Rating SHIPPING DATA Approximate Net Weight: 16 lbs. 17,3 kgs.i AVU092076 2013-02-2715:5644 ENC ENTRI LED IROUND CLEAN POWER AND LUMENS BY BAR COUNT LUMEN MULTIPLIER Number of LightBARs — ----------------- ----------- DISTRIBUTION .... -. Current Powe Current @ SLR! 1 1 � �' Ambient Temperature Temperature Lumen Multiplier Options 81.2 SL 3 BL4 (Watts] 120V [A) 277V [A] I GZW I SLL I 10 1.04 ------ —1— -------- - 7 LED LIGHTBAR ------ ------- Eiripaig Died" 1. as 15 25 1,03 L00 CO2 27 0,23 0,13 1,770 1 1,625 Z 1,720 54 0,46 0-21 1 I p , 1,725 1 571 1 40 096 Ve"its 3 5410 3,249 3 440 - ---" L _3,450 1 3,142 B1- - (120-277V) [4 Witi- sigiftly WQt Wire Guard 21 LED UGHTSAR opt Dark Platinum g02' 12) 21 LED LightBARs 801 27 023 12 602 51 _ Olzu 4,354 3,596 4,231 1 4,244 1,932 3,865 2L-- Two Cdcuitsit ORDERING INFORMATION Sample Number: ENC-802-LED-EI-81.3-Ghl Product Family a Latina Typo Finish Options BNC� Built Rallied Clean On ILi�g k u SW Black UILGt Uptight Gloor Eiripaig Died" 1. as Apt Grey PC= Button Type Photocell Number of x. x Or Brome (Avagistile in 120V, 208V, Ughtlears Ve"its 240V, and 277V) 801 t (11 21 LED LightBAR B1- - (120-277V) [4 Witi- sigiftly WQt Wire Guard opt Dark Platinum g02' 12) 21 LED LightBARs 347, 2L-- Two Cdcuitsit GM =Graphite Metallic Col zt(l 17 LED LightBARs ig= QV S TP=Taryper Resistant CO2=M 7 LEO LiliNfisps Hardware; Distribution LCF=UghtBAR Cover Plate ft2=Typie It WISO& Light platelets Housing Finish C" ontrol 7060=70 CRI16000K CC7 BL3=Type It wifiack 8030=80 CR4J3000K CC? Light Control oserOccupancy Sensor value SL4=Type IV pdBack Back Box Light Control 080-Battery Pad vAth Barka GZW=Wall Greater Value Box (Specify 120 or SLL=90 Degree Spill 277) Light Birronator Left CWS=Cold Weather Ban" 10 SLR=90 Degree Spill Pack with Back Box Light Stimulator (Specify 1 20 or 277) Right Notes: I Harder yeaustun lasuis, 2 legalism 400 K CCT and theater thars 70 rK L€ RS for; deringilifit user aftlyn 3 21 LOD LightBAR kamastard at 3lKhxk7 L901,pilsdaiR laboured at iA, 4 Custom area RAL seen matching setiatitaii ones usariost. Comnot your custosion turrass, mone el" nal" for turner infinbuthor, 5 Acid as suffix in the order wicrem, 6 Low-hurai Mthad .8rels by bia count, sonsuft factory. Nor acairriblis we 347V or sells. Aluiralabla crah 2 Bars (B02 a, Coal they, 7 consort custimonservice for lead times end hown multiplier, a Avaulable with 802 or CO2, only I I 1 LightBAR on street lids wiR be exurd to sensor. Th Delay folaorti se reng 15 minutes. When ordered with Option PC, both Rght bars WiR concluded to photocell as Printery switching means, . Standard sonsor ams ctosim Moot amant maght, 360 coverage, maximum all-star diameter, Not avaucade in sit configurations a, with OBB or CW8 options, 9 Spftwify 120 or 277V, LED standard integral battery pack is rined for natornam oprionadi norrailat"a 32 °F uy'Cl. Operates k l) iIghffiar to, 90 rainums, Not ilvabtable in air confilswavom, or writ, OSS mitiarm (coulurt fasectry, 10 Specify 120 or 277V LED post Weather innerat battery pack is rated for imiumurn operating umqrempiol,,I'F I-2ML lacerates 01 fighow, for 90 xxt iinnas. Not livibbible in all emfigunrarsus or with USES union, 11 Cedar sepautuiy. replace XX with tolor apffa sries " M Thm-irimit Cartons Adaptor 80. Wire Guard Tarrace, Ristrallani Omer Eah, 10kV Circuit homute riersacemernt -AM 1pp� COOM Ughting NOTE AV17092076 Visit out web site at erosive Cooper hghfinq corn 2013-02-27 V55&44 www,c0operlightinihcorn Customer First Center 11, 21 Highway 74 Sorith Peachtree City, GA 30269 770,486,4800 FAX 770,486,4801 2011 1&02.58 UNNUME HUMN ILLUMNAflON SYSTEMS 1 12/02/14 91 P�MENSIONS E CUTCHEON PLATES ---------- - LOW LEVEL FLOODLIGHT INVERTED SITE LIGHTING UL/cUL Wet Location Listed LM79 / LMSO Compliant ROHS Compliant ADA Compliant NOM Compliant Models 5-3/4" (146mm) 3-518" 192mml 30W 30W 6-5 i16amml 4" [102mm9 L-- 10" [254mml ----J w IP66 Ingressed Protection Rated Lighting Facts@ Registered DesignUghts Consortium,+, Qualified* Title 24 Compliant TECHNICAL DATA 40 °C Maximum Ambient Temperature External Supply Wiring 90*C Minimum EPA Effective Projected Area: (Sq. Fri XTORIA/XTOR2A-0,34 XTOR3A - 0,45 1 Cooper Lighting ADHI 11091 by F.T-N *wwwriesigrifights,org 2014.07 -21 15:46:58 L---- LtJi@+EN MAINTENANCE ORDERING INFORMATION LUMENS - CRIICCaT TABLE LED In#omaatson X XTOR &A X XTt'3RZA X XTOR2A -N X XMR3A X X'T0R3A -N Delivered Lumens 7 ( WaH ty ounl9 734 1 1 43'2 1 1323 2 24549 2 2273 ( iWdh Flood 7 713 1 142 3 3395 2 2614 2 2243 Accessory Kit B U.t Rating* 8 81 - UO - APL} B Bl -L 0 GO t t3I UO -GO £ £8F -LI GO 1 199 - 190 - +GO Ct, T g (iota. v n, CRI (Color Rendering In rox 67 65 ea 65 68 Pr,rwerCt'rmurza9hon 3;V'd "?11+V 2E14` 30W '�(J4R+` o watt t# * 8 L G. Rating does not apply to fRooe8Caghvrtg XTOR CEtOSSTOUR LED CURRENT STRAW Model Series Voltage 0W 20W 30W 120V 6,06A 0.21A 019A 208V 0.04A OA3A 6.15,4 240V O.04A 0,12A s 0A6A. 277V 0.03A 0 10A i - O,14A 347V 0,03A 008A OM A Acocessories, (Order Separately) t* e . •• ► a" 0 XT0RFI.D-KNC-WT=Knuck1e Floodfight Kit, Summit White s EWP/XTOR-Escutcheon EWPfXTOR-VfT=Esctncheon NOTES.: t O rg,tir Ldghs Consorteurei Qualified. Refer to v,nnsrdexspL rnighta.aeg Qualified PxUducts Lost nectar Family Models for causes, 2 XTORIA not zonulabre sn 3500K, 3 PBtctroscxntearr are fricr v i.slafted, 4 47sdet PO2 in, 3474E modtois 5 Thru branch a rang not avaddatrot woh HA optl<tn cur wnah 347V B W @te ward f as wraitoudwe rnour,4, Not for wsa web ficadlighf Let accessory, 7 Fucd fight kit accessrne' supra9ieci writ sounds $KNCO ar vunnnxre fnrW base, anaaE9 and large top v €soon; also $.air and large ,teppart shdeids, STOCK ORDERVNG INFORMATION {Q toes ..,,.,w�_.e., - . ...............�.._.__.v serie ,.�. ...,. .»,...e..�.�� BOW Series ..,e....,._�.. __..�..e XTORIA 10W, 5000K Carbon Bronze � X "rOR2A_20W, 5000K, Carbo Bronze � XTOR3A -300,, 5000K, Carbon Bronze � XTORiA•WT -tQW, 5000K, Summit White XTOR2A- N-20W, 3500K, Carbon Bronze XrOR3A- N=30W, 3500K, Carbon Bronze XTORIA -PC1- IOW, 5000K, 120V PC, Carbon Bronze XTDR2A- WT - Summit White XT0R3A -WT 30W, Summ }t White wry XT0R2A PC1 -20W 1200 PC, Carbon Bronze XTOR3A -P 7 -300, 120V PC, Cartoon Bronze --- low Series 20W Series 30W Series XT0R7A- T- PG1 -_10W, 5000K, Su t Whiter 120V PC SXTOR2A -PC: -20W, 500OK, 208 -277V PC, Carbon Bronz W Xr083A PC2-:30W, 5000 208.277V PC, Carbon Bronze XTOR2A- WTPCt -20W, 50000, Summit White, 120V PC XT0R3A-WTPC1 -30VV. 5000K, Summit White, 120V PC X TO R2 A - WTPC2= 20W, 5000K, Summit White, 208 .277V PC XTOR3A- WTPC2 =30W, 5000K, Stimmit Wtiite 208 ^277V PC XFOR2A -N -WT 20W, 3500K, Summit Whyte: XT0R3A- N- WT -30W, 3500K, SurnmitWtaite XTOR2A- N- PC1=20W, 3500K, 120V PC, Carbon Bronze XTOR3A -N•PCt :300, 3500K, 120V PC, Carbon Bronze XTOR2A- N- PC2n20W, 3500K, 208 -277V PC, Carbon Bronze. XT0R3A- N- PC2 =30W, 3500K, 208 -277V PC, Carbon Bronze - XT0F2A -N -WNT PC1 20W, 3500K, SumrTSit Wliite, 120V PC XT0R3A -N WNT PC1: 3500K, Summit Whitt:, 120V PC ? TOR2A•N- WTPC2 -20W 3WK, Summit White, 208 -277V PC XTOR3A- N- WT•PC2 -;300 353500K, Surnmit White, 208 -277V PC � }■ ■`!tom W ) ■ p■�■y�y ■�y�� Eaton Eaton's banner tagdatzeal7 Business �R1YFlMe a ightin 7 Z Y "S µ t (5h Ir44 wY1F i/ � 3 brs.� Y r`? �}�p �r 9 °"f +a it $ $..'i .y. _ .r- u... t3 Y e7 ,.t . I...0 a ,r.f .. ..- kI't9 vSV }3 - FtJ:i3: JR5� NOTES.: t O rg,tir Ldghs Consorteurei Qualified. Refer to v,nnsrdexspL rnighta.aeg Qualified PxUducts Lost nectar Family Models for causes, 2 XTORIA not zonulabre sn 3500K, 3 PBtctroscxntearr are fricr v i.slafted, 4 47sdet PO2 in, 3474E modtois 5 Thru branch a rang not avaddatrot woh HA optl<tn cur wnah 347V B W @te ward f as wraitoudwe rnour,4, Not for wsa web ficadlighf Let accessory, 7 Fucd fight kit accessrne' supra9ieci writ sounds $KNCO ar vunnnxre fnrW base, anaaE9 and large top v €soon; also $.air and large ,teppart shdeids, STOCK ORDERVNG INFORMATION {Q toes ..,,.,w�_.e., - . ...............�.._.__.v serie ,.�. ...,. .»,...e..�.�� BOW Series ..,e....,._�.. __..�..e XTORIA 10W, 5000K Carbon Bronze � X "rOR2A_20W, 5000K, Carbo Bronze � XTOR3A -300,, 5000K, Carbon Bronze � XTORiA•WT -tQW, 5000K, Summit White XTOR2A- N-20W, 3500K, Carbon Bronze XrOR3A- N=30W, 3500K, Carbon Bronze XTORIA -PC1- IOW, 5000K, 120V PC, Carbon Bronze XTDR2A- WT - Summit White XT0R3A -WT 30W, Summ }t White wry XT0R2A PC1 -20W 1200 PC, Carbon Bronze XTOR3A -P 7 -300, 120V PC, Cartoon Bronze --- low Series 20W Series 30W Series XT0R7A- T- PG1 -_10W, 5000K, Su t Whiter 120V PC SXTOR2A -PC: -20W, 500OK, 208 -277V PC, Carbon Bronz W Xr083A PC2-:30W, 5000 208.277V PC, Carbon Bronze XTOR2A- WTPCt -20W, 50000, Summit White, 120V PC XT0R3A-WTPC1 -30VV. 5000K, Summit White, 120V PC X TO R2 A - WTPC2= 20W, 5000K, Summit White, 208 .277V PC XTOR3A- WTPC2 =30W, 5000K, Stimmit Wtiite 208 ^277V PC XFOR2A -N -WT 20W, 3500K, Summit Whyte: XT0R3A- N- WT -30W, 3500K, SurnmitWtaite XTOR2A- N- PC1=20W, 3500K, 120V PC, Carbon Bronze XTOR3A -N•PCt :300, 3500K, 120V PC, Carbon Bronze XTOR2A- N- PC2n20W, 3500K, 208 -277V PC, Carbon Bronze. XT0R3A- N- PC2 =30W, 3500K, 208 -277V PC, Carbon Bronze - XT0F2A -N -WNT PC1 20W, 3500K, SumrTSit Wliite, 120V PC XT0R3A -N WNT PC1: 3500K, Summit Whitt:, 120V PC ? TOR2A•N- WTPC2 -20W 3WK, Summit White, 208 -277V PC XTOR3A- N- WT•PC2 -;300 353500K, Surnmit White, 208 -277V PC � }■ ■`!tom W ) ■ p■�■y�y ■�y�� Eaton Eaton's banner tagdatzeal7 Business �R1YFlMe a ightin 7 Z Y "S µ t (5h Ir44 wY1F i/ � 3 brs.� Y r`? �}�p �r 9 °"f +a it $ $..'i .y. _ .r- u... t3 Y e7 ,.t . I...0 a ,r.f .. ..- kI't9 vSV }3 - FtJ:i3: JR5� � }■ ■`!tom W ) ■ p■�■y�y ■�y�� Eaton Eaton's banner tagdatzeal7 Business �R1YFlMe a ightin 7 Z Y "S µ t (5h Ir44 wY1F i/ � 3 brs.� Y r`? �}�p �r 9 °"f +a it $ $..'i .y. _ .r- u... t3 Y e7 ,.t . I...0 a ,r.f .. ..- kI't9 vSV }3 - FtJ:i3: JR5� a ka. s, t AY di5 0 c a�< LLJ z CL r� } � P i f ...: ILLUMI 200 KALAMATH STREET DENVER, CO 80223 •f1 i Permit#:201401371 Issued: 11/25/2014 This certificate verifies that the building constructed and/AM the use proposed of the building and/or premises, under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards the zone district in which it is located and may • occupie All other licensing requirements for the City must be met. I ors MM�.� Owner: GLI 2 W DRY CREEK CIR 200 LITTLETON • 80120 Contractor: Chris Tolar 14700 W 66TH PL #10 ARVADA CC 80004 M= 2 ditions No change shall be made in the USE of 012 ICC/2014 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Completion 2006 ICC/2005 NEC from the City • Wheat Ridge. Other �� ;;�► AREA N iY1111� SERVED n ine N N N # A Elm mmm N REMARKS: T CORRECTED FOR ALTITUDE i L / R A i AREA 4 gig SE n a J •! REMARKS: CORRECTED FOR ALTITUDE DELETED DATE: TEST 11/2 READINGS Complete all information on BOTH side of this fret Z � N �f�^A� s1: Wireworks Electric Inc CAS.- - 303 City of bat e- CITY OF WHEAT RIDG BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Midge, CO 80033 -8001 p� 3012351855. ' 301237MN ql 01 M HOM33m m Signature: Gate: .m (Agency Representative) 111 '111 Ir 12"IMM I [fj# C M F-Mr. ur. M - � P.O. Box 741105 Arvada, CO 80006 I 1 4 1 4 , 1, '"0111M Lf "Il L i nm i-M IMMUM 1 -1 property) (ACM) from the prope y. • Drywall w/ Texture & Joint Compound — Walls: 2 nd Floor Kitchen, South Offices, Server; 1 Floor Kitchen and Southwest Offices • Floor Tiles (2 types) — I st Floor Kitchen, 2 nd Floor Kitchen and Server • Cove Base Adhesive — 2 nd Floor Kitchen, Server, and South Offices • Sheet Flooring — I st Floor Kitchen • • A 1 0 * • ill"r4l" MIT 1A P- W IN r75M . ti ff .t I NA I M . MIN Stonebridge Builders LLC 4720 Independence St., Wheat Ridge, CO — ASB Report 33= None (0) of the building materials that were submitted for analysis were determined to be asbestos-containing. No further action is required. Suspect materials are sometimes located behind walls and above ceilings and were considered inaccessible during the onsite survey. Therefore, all materials that contain asbestos may not have been observed or sampled, If additional suspect asbestos containing materials are identified until these materials are sampled, Work shall not resume until the results are reported and removal by a licensed asbestos abatement contractor. nu-*=ift64Oj'q4 Weecycle Environmental Consulting, Inc. appreciates the opportunity to assist you with your asbestos sampling needs. If you have questions regarding this report, please contact Lauren York at (303) 413-0452, if MEE= M Lauren York ........... Stonebridge Builders LLC 4720 Independence St., Wheat Rid e CO —,&U-Zeg Lauren York Weecycle Environmental N" 4 Subcontract Number: NA Laboratory Report: RES 300098-1 Project # I P.O. # 14-10786 Stonebridge Project Description: 4720 Independence St. Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively, Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table, The results have been submitted to your office. 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TO 1XIOITN' -N Polls. nAm' WU N TO �cl TO 911*11 $U—y 0c 1 I DESIGN 1069e kWOO WAY STONORME Ou"M M 147W WEST OWN RAM SUrt 10 ARADk COLORAW &W a4 FIR57-F.LOOR FLAN APP RC'),'QED S to Fi(�old lrlspect,'()[""�'s Ridgef,`,"S','-tilding Dep� Date, 4�4 S i g n eck P��"") Cl`edkt,' mm APPROVED Su*c' to F&I %Nhe,,, Ridge Date Signed:_--AO --,— P�ap, UMRMLp-p%iwM9MA ------- &-mum" Q364 TEMY LAW SUMV01 L ONE TREE, CO 80124 (7ZD)4WIW9 U20)489-WIFAX u M APPROVED �� c<x, t' °� Ma d'a ELECTRICAL MAKERS 9364 'FILMY LME, SLITE 9101 LONE TREF, CO $0124 920� 4894M (Y20� 4W611 FAX W u VVV CIRCTa TRA MACE ;#45[HSQ PF9tEk QE.1!TS.4&d? VE&7FY VA1Et. tNAECTC'RlF,S M? Atl. {'�AMM PROIACE UPDATED P L DRECIORWS (TY'PEO WALL PARMS. : xlti f"� PARTIAL OP4E -UNE D AGRAM 1 h�4'SC} `w•• N{M7k3: I .. F)DU ENT.4 MG, ANN DEMW SHOM LKWT ARE E.%PST04 MO SHOWN MET, ARE NEA UNIESS OTHMIM NOTEk. 2.. NEWYMNO SHALL SEF: 3 2NSULATEWYCCPK -R L44ES5401M "OlEa IN LCSCASC* 'R3SaT74`P E Sfi.4RTldat°a R. CONDUCT CSR T AA3lLFlpiiGR VrtA,.9Mi£ C�^Rd37lCF4#t SETS CVALk3E W Arc. t CFRYCEf UAW �1.22E 79 to 05 3 ' w 110MAMDP ......,.,.,.,..,. PddiEL 4 &E ^«.6, 5A t.a5. t •••®®.••• t5.R.3` 25.S8R 2mel LP2 TR; . W.n 454 � i.75. �»•�•••••, 4&5 i # 2 @.94& FAULT CtfRC2 A~ST CALCU AT0NS (TRANSFORMER SE ARY} U)CADM D ES RrPTR 4 T ER taa �* c yas5.r 6MASF„ eCaT Ctw. t., E:ECCn4tu,RraA Mr�SaR As x9 trs as+x `e ..W. tT8 8.3SF. 5TLm8EA 11YO SPACE ELM TREAL ROOM (lTR&'Y MtEMd '.j CONDUCTOR um) t ^^ t t 5 �..., SERVICE LO AC r: ro v, ,..� u LOADOMMMK OED AM _ PPSDVW &E,EltAT#�t ATU _ PPiA. PP7E& PPtC VLY X (; ' ', '� .., RFP.*,A PP28P PPP&'Wd4 ti .w.,,.,.... iFi � TS}'FALb %fl x,v TQTAK P6tPE15R43E g xlti f"� PARTIAL OP4E -UNE D AGRAM 1 h�4'SC} `w•• N{M7k3: I .. F)DU ENT.4 MG, ANN DEMW SHOM LKWT ARE E.%PST04 MO SHOWN MET, ARE NEA UNIESS OTHMIM NOTEk. 2.. NEWYMNO SHALL SEF: 3 2NSULATEWYCCPK -R L44ES5401M "OlEa IN T M }� F ��r T �,a�sa» ., "ice' T,;„ * Axe -2 f .;.axl xe}x- mw 1 � $ P i = i � 1 1111 1 � { t it ' l l :wuawe, .a il lib^2'O4' 4TFTF d' `Y' yr.: xfeq S PROME FUJOR£ ENT LAMPS RATCO. XOW, FACR ANVALLMAOR BY NESME MAW PROV09 WWR&L OWMECT FOR EACH MVESNDE3 FLUMESC TFEKfM TO PRMD HANGE ADAM FRS NSTAUAPON WA, PARIS AND P*MS TO WSTA6L TH PRVME TAO BALLASTS MWWW OR STVI BALLAST FOR K"ESMT FMR K KAM S ASSOCWTES, PAC C TING ELECTFUCAL E7dv^.It ERS 9364 TEDOYLANE 4101 LONE TREE DO W174 g720} 480181 4 FAX 0 � 4 V CIS w,.,_.va„,g,.,.�.....b...e�.. 277 "s rsf e«T F K KAZW & ASSOMM, M co"S r1 E ECrAIM MAKERS Yom, surm 171041 LONE TREE, CO 80,24 R2% 7 (72D)4&S IM9FAX D ea. D I K ZIN KAM & ASSOMMS , 04C CMUITM Etec'm"I, Dowlfks $344MWY SWE 4101 LONE TREE CO 80124 (M� 489.1'm (120i 4WIVIFAX j- -4--=, 13 -J r4 - - — I AkFIPROVED' SUbjec, tc `e!d !?"ispe MWER PLAN =ggg FAnNMEMO Date� Vb 2na �b S�gned no m� jai I AkFIPROVED' SUbjec, tc `e!d !?"ispe MWER PLAN =ggg FAnNMEMO Date� Vb 2na �b S�gned no ,3 'N_ ELECTMAL ENaNEEM LOW TREE, 00 W124 (7201 4WIWO sit �i � r f t i p E a � p APPROVED a k ian _ ra 1 , �r z�,+e•es �6 � /' � ,.... ,,.vim r t lollnrs r < r r r $7 j e ' p9 ➢ +r „ J"m'.; ld 3'S ri T„'. axx.. "d AND C RMI T'tS"m rx.= f p ° rx xWU +uxnuw.xuwu•.+.x,:uuxnxvvax+s i..+..a,+.we�z.m�w ""` PPROVED ,. Si,.ib'je . o t $CN&.£P� "aS`{C g""�, i. .Z, , Date . � d J3' uT; NI 41 Q r e 4 r ' ! r 4 APPROVED K AS.0 ELECTRICAL ENGNEFRS 9364 V sum Mi LONE T , CO W124 (} 4WIM9 (720) 4M%II fAX MI Date, r Signed, C "h � LOWFRLENTL UGMING MAN E.. I A Fl 0 I mm lge t 64'!MiFA,@ w wTwQL*W G'?RCUaS..0 6'r W. A88D MU)CPPED tX7YGS.FW URES M EX4SFMkR 2M C JAPfrR LEK#i+7AK5 7. MWGt CNF99 RM=MA$ .w6DF4tl54Y 3aMPA SWTHAVA ��H) e I mm E N N N G Wheat Ridge Building Division 7500 W 29th Avenue Wheat Ridge, CO Cl Re 4720 Independence Street sign Permit No, 201301422 This letter is to confinn that this office. has made obsen-ations of the referenced prqject,and based on these lintited obsenvafions, has found the work pertaining to the superstructure to be in general compliance with the plans and specifications prepared by this office. Observations included the foundation reinforement. Items which were not in compliance wem called to the Contractor's attention and have been corrected. Sincerely, Cody B. Bohall, P.E. CEO/President Studio 8.18 Engineering, PC 3222 Tejon Street, Studio F p.* 303.255.3664 f: 303.568.0433 Denver, CO $0211 is stud iogl genginee ring.com CITY OF Inspection Type: s • Address Ve f r Inspection p- e • , • • Permit Number: 2- 01 1 a 2 Z- ■ No one .• e for inspection- APPROVED Work shall comply with 2006 IBC, IPC, IMC", °GC, IFC',,, 2011 NEC and any applicable City of he Ridge Niunicipal Codes. \/Vheat Ridge Bt,.h1 D si n checker E _teA SCHEDULE FOR PANEL PPID BUSSING AMPS 200 V00AGE: 1201208 PHASE° 3 WIRE: 4 MEN& I MAINS 150A MCB MOUNTING SURFACE TYPE' 00 REMARKS BRACED AT JOK AIC 1 1 3 \\ I 1 3 E cn a I VOLTAMP& PHASE A • 10204 - PHASE B= 10204 + PHASE G 10204 = TOTAL CONNECTED VA 30612 ' CONTINUOUS VA C 0 ) x 1.25 = 0 - (REMAINDER x 1.00) - TL DEMAND VA; 30612 TL AMPS. 85.1 SCHEDULE FOR PANEL, PPIE BUSSING AMPS: 200 VOLTAGE> 120r208 PHASE 3 WIRE: 4 NEMA= I MAINS I50A MCB MOUNTING SURFACE TYPE' 00 REMARKS BRACED AT IOK AIC I VDLTAMPS= PHASE A: 0 ' PHASE B: 0 + PHASE Cz 0 = TOTAL CONNECTED VA: 0 (CONTINUOUS VA ( 0 )X L E5 - 0 + (REMAINDER - 1.00) - TL DEMAND VA4 0 TL AMPS. 010 FAULT CURRENT DATA POINT Lsx.o, Let-,thry REMARKS,___ X1 37,941 X2 < 5000 -250' LENCTH X3 < 5,000 -250' LENGTH BREAKERS 240V & BELOW TO BE RATED 10,000 AIC MIN, 10DA/3P 30 4W PANEL KVA NEMA 3R PPID 4 KV sus -FUSE X2 T3 M TRANSFORMER SCHEDULE 0 0 0 Rio Rio mile wMar qffilv qffilv qffilv qffilv 0 00 C) 250 A '_�250 A 200 A I- ) I LPS_ RK 'LPS-RK '- A K _ A 100 A 100 A N LPS-RK LPS-RK 70 A FRS-R 70 A FRs_R /LPS-RK r r EXISTING EXISTING EXISTING r)LPS-R EXISTING r�LPS-RK EXISTING r/ r/ EXPS`ItNG EXISTING 100A/31P IOOA/3p IOOOA/3P I / X1 L L - - - - - - - - �j L - - - - - - - - - L MAIN GFI 277Y480V 30 4W 1000 AMP BUS DRAWN B` : - - - - - - - - - - - - - — - - --- - --- - - - — - — - — - - - - - -- - — - — - — - — - CHECKED BY: EXISTING SWITCHBOARD DATE: TRANSFORMER SCHEDULE 0 0 0 Rio Rio mile wMar qffilv qffilv qffilv qffilv 0 00 TRANSFORMERS SHALL BE 4. 5% IMPEDANCE OR LESS, MAX. 150'C Kt,$L, NOTES: <3> COMPONENTS RELATED TO PANEL PPID ARE PROJECT PHASE 1, COMPONENTS RELATED TO PANEL PAID ARE PROJECT PHASE 2 AS PART OF PHASE 2, INSTALL (1) #10/4C WITH GROUND MC CABLE FROM EXISTING PANEL LPI TO THE UNFINISHED FIRST FLOOR CEILING SPACE TO PROVIDE (3) 20AMP 277V LIGHTING CIRCUtTS. <2> TRANSFORMER T4 SUSPENDED WTHIN PLENUM COUNG SPACE PER NEC 450,13(8) CONDUCTOR SIZES SHOWN ARE CU EOUWALENT AL, CONDUCTORS ARE ACCEPTABLE SIZE CONDUIT ACCORDINGLY. NON-FUSED DISCONNECT INSIDE FIRE SPRINKLER VALVE ROOM, LOCKABLE IN THE OPEN POSITION PER NEC 6006(A)(1), FILE NAME: 4720 Phasesl&2b REVISIONS: E - 1 0 0 0 Li 0 00 C) 0 < LJ 0 z Lj L,4j Lj Z u —C Q) T_ DRAWN B` : E.H' CHECKED BY: R, W. S, DATE: 1 /13/1 SCALE: NTS FILE NAME: 4720 Phasesl&2b REVISIONS: E - 1 CIT?#2W ??«? RIDGE Building Inspection Division (303) 234-5933 Inspection line - 1, '303) 237 (303)2- Office - (, -89a9 Fax Type Job Address Permit Numb2gL1V_c f; V ^e,— No one available for inspection: Time _LJ � Re-Inspection required: Yes No * When corrections have been made, call for re-inspection at 303-234-5933 Date: 113-14 Inspector: I FOR OFFICE USE ONLY I City of �Ccuc WheatR d - �ge ONAMUNtry M"VELOPMEN'T PlawPomit # !+L� - le 2-s . . w. rty Owner Email: D AV e 6? m A P Xq S , 6�ols, C-- DAve - rAj,,�,,cy_ 9007 =- r in C-raov I I if I W-4 AV, Vv/;Z ee2 J; a,< , Architect(Engineer FE-mall. A S 6 - iLx2t , CO, Phone: Contractor: IV 'tj C Contractor E-mail Address: Sub Contractors: 4' 0c, oc"'i Electrical: or� W.R. City License C- C II f -A" C�ft Y� C, Plurnbing W R CL License Mechanical: W.R. Cily License # Complete all information on BOTH sides of this form Property Address: 4-7 2 ,, oL r �jocLiLc- A JJ 4s r "I r ec 0,1A a-lam MM "T �..`FIMIIE ez4fs , Project Value: (Contract value or the cost of all materials and labor included in the entire project) 0 r . ME= tala NAME: 1 C' 1 "t k*" "". 4 SIGNATURE: A Hi��,lil WNE R) )(CONTRACTOR) DATE Building Division Valuation: Wheat Pid MWice Partners, LLC 2 W. Dry CreA Circle, Suite 200 Littleton, Col•ra• lo 80120 Cif of Wheat Pidge NovemLep 04, 2013 1 1! IMINIMINVE � 1111 I RII = FUR= U�s Treasurer "lax Search - Jefferson Count y, Colorado Page 1 of 1 htt s // .co.jeff" rs n.co.usltt sint ebluilA ddres SearchT . sultsl o and e le.d+ s... 1/4/201 Mailing Address: (if diff r nt than nr^ m ,, City of Wheat Ridge Community Development Department Memorandum Q _RP-9Y- --J TO: Sign Contractors FROM: Community Development Department SUBJECT: Sign Calculation Worksheets DATE: May 2, 2006 The City of Wheat Ridge Community Developi Department has recently revised the building permit submittal process. Included in this packet you will find: • A minor building permit application • A freestanding sign calculation sheet • A wall sign calculation sheet All signs are classified as'minor'building permits. The following iterns must be submitted with a permit application for a sign: • A completed minor building permit form (front and back) • A calculation sheet Please keep copies of the minor building permit and signage calculation sheets on file, as they are required submittal items with any building pen application for a new sign. If you have questions, call the Community Development Departirient at 303-235-2846, or visit our website at ,,v\,N,w,ci,Nviieatri,dt,,e,co.tis, FST.M.-M M.#Ts You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. S: 1 4 - 7Z.0 IWMJI"6 You are allowed 1 freestanding sign for every street right-of-way adjacent to your property, The allowable sign size is related to building size. If the building is 1,501 — 5,000 square feet in size, complete the following E= -1,501 = 50 + 35 Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following = - 5,001 = 500 = 100 Building size Allowed sign size E = - 50,001 Building size + 190 = = Allowed sign size Check here if the sign is cabinet or face. am I MMMMMM•.. ..� 3� M; . T OU must corrip is sneet an* Inc any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet a \�� \ \ \�� \�� /\ \ « \� \� SL \� \� � `\� �� \�� \ � y� � � . a ti v CL r c fit a: 0 c c a rya CL SD f t 2 W M CL M. ... .... . . ...... 'cw (P) 4 . ....... .. S'UL A ,NYx W�Yfts WaX NEIV50'58 282,09' (F) N69'404 2E e,74V (P) 589 8'W 2642 f2' (F) j LOt 2 4 i S$W43'08 2642A2 n 7' ------ SA `ES OF BEARING ------- Sb9'4Z,'08'W Q962 (F) S8143'08'W Q'9621' {P) ... . ...... ...... . .... cow" wr— v\ 12L wlkl� W —A K� nR K� �Wll MOM wro ry b �11 M. ... .... . . ...... 'cw (P) 4 . ....... .. S'UL A ,NYx W�Yfts WaX NEIV50'58 282,09' (F) N69'404 2E e,74V (P) . .. . ... . ... .. Z" 1 -� ............ . 4 4 . .. .......... wttuv p- LOT 2 LOT 2 b— h w, 1 SR�,v .,„. .,.. r.._R., ...., » fin „_ „.. ,� ,... .. «., .,,,.,,. ,.�..)... .....i... .o- y,:,�.,.�... rc w...9.�. ..,,..,.. Z SaT� @'l 6W 484 (F; f--q S$9'40'42W 484,99' (P) - w- 111K11 ZMO R i , 'i 7– Z Z -4 RUF r wwfm k” WNWEYNG, Lkc Po Box 12M i �M—RVVA, 00 $0212 . P- �--12 (34S) 4214M NEI ! j W A @YINTANIR wo 1 69 West, 6th P.M. County of Jefferson State of Colorado LEGAL DESCRIPTION: jas provided by the client) (St&w art TW*Fft#9M10) Lot 2, ADP SUBDIVISION, County Of Jefferson, State of Colorado. AREA wv�� j LOt 2 4 i ... . ...... ...... . .... . .. . ... . ... .. Z" 1 -� ............ . 4 4 . .. .......... wttuv p- LOT 2 LOT 2 b— h w, 1 SR�,v .,„. .,.. r.._R., ...., » fin „_ „.. ,� ,... .. «., .,,,.,,. ,.�..)... .....i... .o- y,:,�.,.�... rc w...9.�. ..,,..,.. Z SaT� @'l 6W 484 (F; f--q S$9'40'42W 484,99' (P) - w- 111K11 ZMO R i , 'i 7– Z Z -4 RUF r wwfm k” WNWEYNG, Lkc Po Box 12M i �M—RVVA, 00 $0212 . P- �--12 (34S) 4214M NEI ! j W A @YINTANIR wo 1 69 West, 6th P.M. County of Jefferson State of Colorado LEGAL DESCRIPTION: jas provided by the client) (St&w art TW*Fft#9M10) Lot 2, ADP SUBDIVISION, County Of Jefferson, State of Colorado. AREA wv�� I 9 I NIF GENERAL NOTES: 1. LIVE LOADS USED IN LAN: A WIND .................. ............................100 MPH, EXPOSURE 'C B. EARTHQUAKE ........ .........................DESIGN CATEGORY B C. SNOW ................ .............................30 PSF 2. CONCRETE A. ALL CONCRETE FOR FOOTINGS AND FOUNDATION WALLS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE FOR SLABS —ON —GRADE SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SWILL DEVELOP 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF VAND A MAXIMUM W/C RATIO OF 0.45. B. ALL REINFORCING BARS SHALL BE ASTM A615 —GRADE 60, EXCEPT COLUMN TIES, BEAM STIRRUPS AND EMBEDDED PLATE ANCHORS WHICH SHALL BE A615 —GRADE 40. C. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS OTHERWISE NOTED): 1) CONCRETE POURED AGAINST EARTH ........... .............................3' 2) CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH A) 15 BARS AND SMALLER ..................................................... .... 1 —i/7 B) BARS LARGER THAN 15 ............................. .............................2' 3) COLUMNS, GIRDERS AND BEAMS (PRINCIPAL REINFORCEMENT, TIES AND STIRRUPS) .................. ..................................... 1 -1 /r 4) SLABS AND WALLS ............ ...........................3 /4 D. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED, EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI DETAILING MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. F. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. G. PLACE 2 —#'5 BARS WITH 2' -0 PROJECTIONS AROUND ALL OPENINGS IN CONCRETE. H. SLABS AND BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN WITH VERTICAL BULK HEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE ARCHITECT. 1. CONTINUOUS BARS IN WALLS, BEAMS AND GRADE BEAMS SWILL BE SPLICED AT MIDSPAN FOR TOP BARS AND OVER THE SUPPORT FOR BOTTOM BARS. J. CONCRETE WALL REINFORCING SHNL BE #4 AT 1TEACH WAY, EACH FACE UNLESS OTHERWISED NOTED. 3. STEEL A ALL STRUCTURAL STEEL WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A992 EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53, GRADE B, AND TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500, GRADE B, ALL OTHERS SHALL CONFORM TO A36 LATEST EDITIONS. B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVISIONS OF ASC MANUAL OF STEEL CONSTRUCTION AND ASC CODE OF STANDARD PRACTICE. C. USE STANDARD FRAMED BEAM CONNECTIONS WITH V. BOLTS (OR WELDED EQUIVALENT) UNLESS OTHERWISE NOTED. SELECT CONNECTIONS TO SUPPORT ONE—HALF THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN. THE EFFECT OF CONCENTRATED LOADS SHALL ALSO BE CONSIDERED. D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATIONS TESTS. E. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS AS ENDORSED BY AISC. 4. FOUNDATIONS A SOIL BEARING PRESSURE ASSUMED IN DESIGN: 1500 PST. B. PASSIVE EARTH PRESSURE ASSUMED IN DESIGN: 250 PCF. 5. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST MANUFACTURER'S SPECIFICATION. 6. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 7. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER SHOULD ANY EXISTING CONDITION NOT BE SHOWN, OR IF ANY EXISTING CONDITION DIFFERS FROM THOSE SHOWN ON THE DRAWINGS. 8. ANY DISCREPANCIES ON THESE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO PROCEEDING WITH WORK. 9. THE REQUIREMENTS OF THE LATEST EDITION OF THE 'OSHA CONSTRUCTION STANDARDS'SHALL BE COMPLIED WITH BY ALL CONTRACTORS, FABRICATORS AND SUPPLIERS. 10. DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND Al LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPLIES OF MATERIALS AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED. SECTION a si.0 314. =I * -W 1. VERIFY ALL FASTENER SIZES AND HOLE LOCATIONS WITH SIGN MANUFACTURER. 3 — #3 TIES @ 3' OC IN TOP 12 -15 x 14' -6' EQUALLY SPACED RA Whe Building Department M ,' midis //3 BUILDING OFFIICIAL DACE Validity of permit: The btetaxtce d a permit or approval of plans, specifications and computations shy nd be a pant for, or an approval A, any violation to any of the provisions of the building cork or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the !wilding codes or other ordinances of the City shall not be valid. Work shall comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. i t =o MOUNTING ANGLE & FASTENERS PER SIGN MFR SIGN BY OTHERS STEEL COL & CONNECTIONS PER SIGN MFR Iv - Z O I Z D O U. r Z U9 V ) O W W X W ISSUE: 10-7 -'13 5 `•J W 0 W ti -Ti H W h U) W Z 0 Z W a W 0 0 N JOB NUMBER 13-482 SHEET TITLE: FOUNDATION PLAN & DETAILS sto 4 ' -0' A fm= razommim DATE: Z ** ~:'At'iCli~~, ,D'~,:.~r',-'l,I~,~~~~i;'~~~lf1f,if,i~~~j\"l\,~!l'!ff';';::' .,',' ",:,'" ',; '€!ilty of Wheat Ridge ':, ;.,nunercial Sign PERMIT - 071218 PSRMIT NO. . JOB W:ORESS: DiS~Ii>Ti:ON, 071.218 472'n :INDEPENDENCE ST Chan~, 2 acrylic faces ",,',' '"'''''''',''' ISSUED, 11/07/2007 EXPIRES, 05/05/2008 existing sign cabinet. in **:1i" owner gc i:lOO'A<h's, H" 724/407,.0393 720/258.1.959 John B, Heims, Jr. 07-0208 Service Link Integrated Ma Asset keting Link Solutions !)- ..,. P'A:Rcm.: fmio Z:ONE COlJlh SUBI)IVISION, ,::.,f,::: UA. 0246 USE, BLOCK/LOT#, UA 0/ H P'l!lli: ESTIMATED PROJECT VALUATION, 00.00 FEES ~~: ~~ If#~~:IDt~WI 12.60 67.62 e C>~7~3 l?e~ "iii Platli lite"1~~:'f Fee Total Vailu_tion Use TaX 'It'*,~A1.i'l!l;?l: COllll1lentl!l': . . Subject ~o field inspection i~;:Q1flfry+~y,:~:t"~~i!ll,:llIetback distances proposed by this permit application are accurate, and do no ort\i~',j'~~~i~;;}::~~latiOnS of the City of Wheat Ridge or covenants, easements or restrictions of meil~~~'.b~';':~4.uJegations made are accurate; that I have read and agree to abide by all condi .PP~.i~1+~~<~;,~t:t::}li:..:~e full responsibility for compliance with the Wheat Ridge Building Code (I. ,~<: '~eatt'~i~~._:(?~inances. for work under this perm' P. ans subject to field inspection. violate applicable cord; that all ions printed on this .C) and all other ure,:,dt >'(:Qri~tl>>;/tlwner 6. ~"," ",' ,'::' ',' :' --:: ': ,":"',: -- ':',', ":'::', ':' '::'::,'''' !lt~.,,~~~'~lI.":~~~"1n accordance with the provisions set forth in your application and is subjec to the laws of the ~~ti:e~t:;-color~;~',''to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any 0 her applicable OJ,~~~_~:~~:}~e.:~~fr' Th+;8,P'~:t".~);~~r~ 180 days from the issue date. Requests for an extension must be received pr or to expiration '~;t",~,,>>t;-e~t~(~y. be granted at the discretion of the Building Official. I'~:'t.-b~~:i~~~~~'~~~' a new permit may be acquired for a fee of one-half the amount normally requi ed, provided no ~:~,:~:~V"&::~~:Wlll be made in the original plans and specifications and any suspension or ab donment has not ~~~::Ort(!_'(~:)'/:Y~:J:\ ", If changes have been or if suspension or abandonment exceeds one (1) year, f 11 fees shall ~;:t)a'j.~,::~~::.:..-:~:~~it . ~,'>,:~lti~~,'i...nYo':"",~r:;ehall be done that will change the natural flow of water causing a drainage p blem. ~ii~~~*.~ll~~~~Y the Building Inspector twenty-four (24) hours in advance for all inspection and shall receive _~~~~'J'l;~t,:,,~:j;":-spection card before proceeding with successive phases of the job. 'l'he'~_~6~tr~~";:,,,,~it or the approval of drawings and specifications shall not be construed to b a permit for, nor ;a~t_.~~~l-:,?~/;'_~.:-:Y~?lation of provisions of the building codes or any other ordinance, law, le or regulation. Al:;l'pl:&:?-', ~evieW'1~<~j'e d inspections. 2, 3. .. 5. ;-'" date Si""""""e <>l <::'biet' llUU'U ~:iil;iIr ~ LINE. (303)234.5933 REQUS'STS MUS" :'MADE BY 3PM !\NY BUSINESS BUILDING OFFICE: (303)235-2855 DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W 29th Ave" Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 (11 Date: I' ti Plan #: D :f - (f/ [) j Permit #: Building Permit Application Ptop~~dfJ!lI$l 4720 ...r.v cf'ew -1#Ct= ~ee-r Property Owner (pleaseprin/): 5Uv,cE. LI/IIIL i4s..st::-r L,^,J't Phone: 72,-/-LfO -0 9.) Mailing Address: (if different than property address) Address: 4000 J:)vll.u-rIl,M, City, State, Zip: A (.. I Q v I PPA (J,L-VO PA I~oo I Conft~tor: ~~Jf~ /1""r=rTMr::.. s:'~..mo~,~~, P8ri: ...z:;1'15 P'f....-n-<<.- S"'~J' Contractor License #: Phone: 720 . 2 $0' I 't 5'1 SlJb Co~ Electrical City License #: f'J I Ar Company: I ) Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Approval: Exp, Date: Approval: Exp, Date: Approval: Use of space (description): ~ct CHAN<rt l1l'escriptiow~k: c.t-JA.Nu-c.. '(<-it> Acl/.t~l~ WEs . t.X(,!,7Ncr- S/G~ cMI.Ji-r,f Sq. FtJLFt added: 2..t.fPT" Squares BTU's Construction Value: $ 0 C) (as calculated per the Building Valuation Data sheet) Plan Review (due al time of submittaQ: $ 2.5'. (}:2- 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 \lVheat Ridge or covenants, easements or restrictions of record; that aU measurements sho'Nll, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the \^Jheat Ridge Building Code (I.B.C) and all other applicable \lVheat Ridge Ordinances, for werk under this permit. Plans subject to field Inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PRINT NAME: -:5)fI-' (J. HelM 'rtL SIGNATURE: VE of (OWNER) (CONTRATOR) v.l!o Dale: II) ~ ~7 I)SIARTMENT USE ONLY Zoning: I ReViewer: A:.j' approv~wl comments 0 disapproved. 0 no review requirec CITY OF WHEAT RIDGE 11/87/87 18:56 AM cdb Integrdted Mdrketing RECEIPT NO,C824697 BPSP Chdnge 2 dcrylic fdc 87-8484 Phn Revi.. Fee PAYMENT RECEIVED CK 3125 TOTAL AMOUNT 25.02 25.82 AMOUNT 25.82 25.82 BUILSfNG DEPARTMENTCQMMENT$: ~.. Reviewer: ... --------------------- ------------------- .. ! E ~ >- ... J!... 0 Z 1Il-l!:l <I: iii~-!l a. ... lll_ ::e eO :Eo ~ eO @ll: 0 ~..:E .- U ... III .... ~ <I: - U Z <I: Z - ~ La. . .... <I: Z 0 - I- <I: Z ~ >- I- - .... W 0) C - ir La. =.t~ <I: ..e:..... III 0 .:Q;;;- u~ = 0 1:-", u ~ 0-2 OJ 0 :'!:: U ...ecry J;...e - ~ ::0 .~ 0- x ~ OJ ~ c '0 0 cry CL ~ C OJ u :> '" c o ~ ~ l1) E cry :> N"" E ---= .. 1ii Q) ~~ 0 6- '> 0 U o OJ ..... 1 ~ ~ ~ a -.j :: ;) <'V <v \/)~ ... II I: c i 0 0 ~ ~ "' II. "' '" " c - ~ ." " ~ .I: :.0 ! . 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A Certificate of Occupancy J Completion has been requested for: , . < , < , , ( ~~wrlfl\Ci!~ IYo s+- S1'2 ~ ADDRESS:' L\ '1 La < < -C 1- PURPOSE of STRUCTURE: .JY(\fY\ 171 i1 ~ <C (Yl ~ /r--- < " < , .. ~ Building Department Approval: ? <; Remarks: ,~ , t Zoning Approval: ,~ < Remarks: , " \ ~ Public Works Approyal: " < < ( Remarks: < < Fire Marshall Approval: ~ (If Applicable) , < \ , , ~ Remarks:. . ~ Sanitation District Approval: < (If Applicable} \ , , Remarks: ~ Water District Approval: ~ (If Applicable) " Remarks: \ s > i .' < ; > ( ; ;'. > / .' ; I > ( I < ., , i , -; , ( > , , , ~...... .~.v.....,...^_......... "v......-.....r-..........'-/~....................^-...... -.^-^-....................................'., ............ ...,,"v"'v......... ......,............v........ ... -................ .......~....... ..............."V'V,.......v-............................ -.....r-..^-.........................................v ................, ...........~.'-/V"~.-'-. COMMUNITY DEVELOPMENT DEPT. ~ Inspec';on S...;ces O;y;s;on lJ ~ (303) 234-5933 Inspection line (303) 235-2855 Office "0<0..<>0 CORRECTION NOJlCE D Elec. D Plumb. D Mech. L!rStructural D Other o 1st:;:b1d ,,0 3rd ~ Sf- JObAddress:yih7 k"~14 195 ~(i .I'll;; - !~ oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM Date: ctio s have been made, call for re-inspection at 303-234-5933 . If- Inspector:)-rz;;y DO NOT REMOVE THIS NOTICE - COMMUNITY DEVELOPMENT DEPT. ~ Inspedinn S...ices Dlvisinn t; 'il. (303) 234-5933 Inspection line (303) 235-2855 Office ('OlOR~OO CORRECTION NOJlCE o Elec. 0 Plumb. 0 Mech. ~tructural 0 Other ..- 0 1st D2nd 0 ~rd ~ Cf Job Address: l( .7 21) -:f-,n:J;/R.-f!:; !:'<t6 ~:fMv' .f/c3. CKs / ! I I , , , , I I : lORe-inspection fee of $ must be paid prior to re-inspection. r 0 Blocked Access I i 0 No one available for inspection: Time AM/PM I .When co ctiors have been made, call for re-inspection at 303-234-5933 Date: 07/ 6) Inspector: ,)~7 DO NOT REMOVE THIS NOTICE ~----"~--';";~';...-...........,.,~~",_......,----_,,-'......._..,,"_L.<...._~_,",,-~,__ ___'~_~_'_~_.' __,__.~._,~___,_ ___,.' ._______._ i 1 , ; i I INSPECTION RECORD L?-1{) 8' Y3 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 r:r Inspection Line (303) 234-~933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address '-11.;)(1 1Jt-".(.c ~t'ltd'i'L<L- '5t'. Building Permit No. en:::;. D 8';;'. 3 Date Issued Owner'C Contractor '<1 Contractor Address .~ Type Occupancy i3 , \ INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPROVAl DISAPPROVAL INSPECTOR COMMENTS: INITIALS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR EIeclrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Electrical Service RoughEIecbic Rough Plumbing Ar Test Gas Piping Rough Mechanical Framing Plh3t7lH. 'rYi '//.rW j" IA./_ m. J((' Roofing Insulation , Drywall Screw c:g OJ.1/01 ~ 1\ FINALS ~ Electrical q, ~1...tTi rrv--- '/ Plumbing ( , ~ Mechanical '1, <;(dl () If '7l...J- Frame /Interior Finish R.OW & Drainage ~ Fire Department 'II. ,.h r,l-). \'.\ V Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF Y"'/ol. ~'i~/JL OCCUPANCY IS ISSUED :s,\,,,,\l...- 8'1(..:: PROTECT THIS CARD FROM THE WEATHER /' Place in Visible Location for Inspector ADDITIONAL COMMENTS & INSPECTIONS: y~z..)' oJ.. ~~ /I,//tU-5 o~ /f#!/ /- '/-- tIJ - /llJNf U ,,_;i/~ -()tz ,lIP City of Wheat Ridge . Comm. Tenant Finish PERMIT - 07088 PERMIT NO: JOB WDRESS: DESCRIPTION, 070883 4720 Independence St. Ste 140 2066 sq ft office tenant finish. ISSUED, EXPIRES: 08/21/2007 02/17 /2008 *** CONTACTS ...... 303/435-6522 303/435-6522 303/279-0101 303/772-2143 Marvest LLC Randy Jones Wanda/Anth.Chadwick Frank Smith 02-2359 Design Build 02-0286 Majestic Air, 02-2390 St. Vrain Ele oncepts Inc tric owner gc sub sub ** PARCEL INFO ZONE CODE, SUBDIVISION, ** UA 0246 USE: BLOCK/LOT#: UA 0/ ** FEE SUMMARY ** Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 640.00 ~ 416.00 ~q .00 __ 621. 41 1,677.41 34, 22.86 Comments: JS, approved w/ notes. Subject to field inspection. SS: See Arvada Fire Department comments. 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 Qr restrictions of r cord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condit one printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B C) and all other applic ~Wheat Ridge Ordi 8, for work under this permit. Plans subject to field inspection. 4, t owner Signature of c 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any ot er applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received pri r to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requird, provided no changes have been or will be made in the original plans and specifications and any suspension or aha onment has not exceeded one (1). year. If changes have been or if suspension or abandonment exceeds one (1) year, fu I fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage pr 5. Contract6r shall notify the Building Inspector twenty-four (24) hours in advance for all inspections receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a it or the approval of drawings and specifications shall not be construed to be permit for, nor an approval 0 a violation of the provisions of the building codes or any other ordinance, law, e or regulation. All plan subject to field inspections. Signature of date INSPECTION REQUEST LINE. (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MAQE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING SINESS DAY. ! , ! i I . e:-7--~' 0 t~1:. City of Wheat Ridge Community Development Department COMMERCIAL & MULJFl~FAMlLJ( BUlll>1NG PEBM1T APPUCATION Property Owner: M.A (2.. ves, LL c... . Propen:Address: 472:0 I~~ ~.. Phone: ~ 3-4 :S5-~52Z. Contractor Llcense No,: (> '2.'"2.~S'1 < . ..~. ~ Company: be:SIG:it-:> Bv I L 4:.--yr~ Phone: 303 - 4-z l-c:> 34'1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: 0-::;.088<:. Date:. --' Buildinq Dept. Valuation Figure; [ hereby 'cert\fythatthe setback distances proposed- by this permit application are accurate, and do not violate applicable ordinances, rules or regulations oHhe City of Wheat Ridge or covenants, easements or restrictions of reeorg; that all measurements shown, and allegations made are accurate; that r have read and agree to abide by all conditions printed on this, applicati.on and that I assume full responsibility for compliance wjt~ the Wheat Ridge Building Code (l.B.C) and all other applicable Wheat Ridge Ordinances, for work unde'r this permit. Plans subject to field insPE:ction. (OWNER)(CONTRACTOR), SIGNED ~ c::2,., 0 - DATE S hJ/!J7 .. /' .. (OWNER)(CONTRACTOR):PRINTED '"L A tJO'f JQ tJe.S DATE Use of Space (description): 0 -F,.j2, cc: Description'of work: Sq. Ft added 2o~ k. ~;:::: /.. - , , Value: $ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total: $ BUlLPJNG PEPAR1:MENT USE ONLY This permit was issued in accordance with the, provisions set forth in your application and i.sslibject to the laws oUhe State of Colorado and toihe Zoning-RegulatioFls-a-nrlBuilding Codes of Wheat Ridge, Colorado oranyotherapplicable ordinances of the City. . .' This permit shall expire if (A) the work authorized is not commenced withinsixty_(60}days from issue date or (B) the bUilding authorized is suspendeqor abandoned fora period of 180 days. If this permit expiresJ,a new permit may be acquired for afeeofone~halfthe'amount normaHyrequired, provided no changes have been orwmbe made inthe.original plans and specifications and any suspensiol)or abandonment has not exceeded one (1) year. If chan~es have been orif suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shallllotify the.Buil~inglnspectortwenty~four (24}hoursin advance for all inspections and shall receive written approval on inspection card before proceeding with successive, phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building cod,?s or any other ordinance; law, rule or regulation..Allplan review is subject to field -inspections.. ONING.COMMENTS: Approval: Zoning: BUILDING COMMENTS: .-<'S' Approval: J:. ApproveJVJf nchs. E ' al liCense No: Cbmpany'st" Vrtti'1 Expiration Date: Approvai: PUBLIC WORKS COMMENTS: Approval: . IRE DEPARTMENT COMMENTS: Approval: aAgyc- ones: Expiration Date: APproval: (1) (2) (3) (4) (5) (6) Chief Building Officiai SIC: SqH: S: echanicalLicense No: COmpa ~ea-:~ lk-- Expiration Date: Approvai: 08/15/2007 15:11 I~' I .~~ - 3034327995 ARVADA FIRE DISTRICT PAGE 03 City GfWheat Ridge Community PevelopmantDep~rtme"t Date.: COMMlJRClAL & MULTl~FAMJ1.J( BUILDlNG PnMl'1' DPUCAT10N Vl'7A/2-VeS, L.L.c- 47~t> IN~~ Phone: 3c3-455~'S2.'Z. COntractor License No.: 0. 7."Z. -::.'S 9 Company: be~JCqtJBi)IL.o c.o""c.c:yrs; BUilding Permit Number: Propet1y Owner: Property Address: Phone: 3o~ - 4-z 1"'034, OWNEflICONTl<ACTOR SIGNATURE OF UNOERsT"NDING AND AGREEMENT BuildJnaDel!Jt. VsluationFigure: $ '2.Il.t:b1!) I Il..",by eertifylll'llllo SOlbaci< distan""s proposed by lllis pennl! applieation a", BOOU",tO, anddc not liiolateapplloable ordinances, rule. or reguletions olthe CI1y of ,Wheat Ridge or-covenanls, 6dsel'nehts or reatrh:::tlons of ~eord; the:t all mC!lS,$urem!lnts shown, an~ aHegatlo,ns made are accurate; that I have raa.d and agree to abide!! by"all condition!;; printed on this, applleatlQn and that, I asslJrhe full r-espbnaibmty fQr oompllance wfth the Wheat Ridg~ BUilding Code (I,S:C) and ell othereppllcabIOWh..1 ~ldgl! Ordinances, for work uryder thl!J permlt, Pl~ns subject to lI~ld lnspl!!ction, IOWNE~KCONTI\ACTORJ"IONEO~....a.C - DATE "ilhJ,,'1 (OWNER)(CONTAAOTOR):PRINTEO '1... Ii:. ,JO'(, Jc:U.:e..~. DATo . .'. VaJue:$ Permit Fee:$ Plan Review Fee:$ U8e Trod; Total:$ . Use of Space (description): 0 f.F., ~ DescriptIon of work: Sq. Ft addod 2o~ k. 7:;:::: , ONINGCOMMoN'fS: Apprd'.I' Zoning~ lltJILDING DEP ARrMENT USE ONLY SIC: Sq.Ft.: uE!lLlo WOf=l,KS COMMIilNlS: Approval: eUILOINO COMMENTS: ApprO'lol: . IR5 DEPARTM!!NT COMMENTS: . Approvol: occupancy: Walls: ,Roof: Stories: Residenila! Units: Plumliin9 License No: Compahy: Expiration Datll: Approval: MeChanjcal Ueense No: Company: ' ExpiiatiOn Date: Approval: (1) This permitwaz i$sued,ln accordanCE!- with the, provisibn~ set forth in your, appli~aliQn a'nd ts subJectto',the l!il.ws 'gUn!:! Slate- of ColoradQ and to,the Zonin9-R~u~tkms:-and.,e\.lllding Codes OfWI1eat Ridg'e, ~olorado or any ether applicabl", ordi"anees,l;Jf h~ . .' '. . This permit shall expire jf (A) th~ work authorized Is not CotTlrnGneed w!thlll'~ixty, (eo) days frQm Issue dah; or (8) the building alithori:Z:li!d Is suspendod or abandoned fQf a period of 180 d2)'$. If !hi.!;! permll expires,.e. new permit may be at:ql.lired fo~ a-fee ofonli':".h~lftl1e'alliol,lnt norl'l'lany req'uired, provIded no changes . have be~n orwill be made ill the origin~r plans and,speciflcEttran~.and any suspEH'I!lotl or abandonment hs'S nol ~t:;ded 'on€! '(1) year. If cnang,es have, been or it'sl,.l:5pensfon or ab~ridonme-nt, exceeds one (i) year, full feE)S shall be paid for a new por~it. No work ofahY manner'sh-all be done ~halwill change the natural fhmofwater causIng a dralllagt probl,em. . Contractor shall notify the 6uildfng Inspector twenty-four (24) ,_holJrs In, advance for alllnspeclioll!;l and :shall receive written appro\r!;llo" Inspection ,~a"rd before ~roc9Bdlns with suecessive,pha.ses of the Job; The 15SUa,nce of a pe"rmlt or the approlJsl of dTawlhQs Il1d sp.~cmcat!ons$hal1 no! be construed to be a permit, for, nor an approvalofl al'lyvioJaUon ,of the provisions ofth; bUilding cod~s or eny other ordlns.nce, law" rule or regulation..AIl pJarrt'evicw is subJoot to field InsPQe~~~s~ (7.) (3) (4) (5) (6) Chief Building Official 08/15/2007 16:11 3034327995 ARVADA FIRE DISTRICT PAGE 02 Division of Fire Prevention p.-fWAD,.q ll'~. W ~ ~--A.:J ~~";;l~"& ~~~~~ ~ <:G sj" Arvada Fire Protection District - Date: 8/15/07 Reviewer: Sparky Shriver Project Name: Assetllnk Expansion Address: 4720 Independence Street 1 ~ 14{) Unit # 1 st Floor Construction Type: II B Square Footage: 2,066 Building Height: Existing Basement: NA Occupancy Classification: B Occupant Load: 21 Sprinkler System: Y Fire Alarm System: Y Extinguishing System: N I) Egress illumination including emergency lighting shall be subject 1:0 field inspection. Additional units and signage may be required. IFC 03 1006.3. 2) ConstnIctiol1 may require changes to tile existing sprinkler system. A minimum ofthree (3) sets of plans will need to be submitted for review and comment by the Division of Fire Preveoti.on pn.or to work commen,cing. AU work is to be performed by a State of Colorado licensed sprinkler contractor. IFC 03 90\.4. 3) Additional audible fire alarm devices are required. 4) The owner / occupant will need t.o verify that sufficient electrical receptacles are provided as extension cords are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. IFe 03 605.5. 5) Exit doors shaH be openable from the inside without the use of key or special knowledge. IFC 031008.1.8. 6) Any code requirements arising from construction will be addressed. 7) Twenty-four hours notice required for all tests and inspections. Please contaJ:t the Division of Fire Prevention at 303425..Q905 X 212 to scbedule inspections sod tests. 6503 Simms Street . Arvodo, Colorado 80004.2607 . [303) 424.3012 . Fax (303) 432-7995 . -<'tfr riDD011' "", -~, l' ~ , ~ ~ INSPECTION RECORD 070/2/ 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 crln!IPectlo_n Line (303) 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address '-f 720 /17. Building Permit No. Owner f\'\>'\" ~. Contractor Contractor Addres ~ Sf. .:t:t ISa Date Issued fl. Type Occupancy INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPRoVAL DISAPPROVAL INSPECTOR COMMENTS: INmAlS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines FINALS Electrical Plumbing Mechanical Frame /Interior Finish R.O.w & Drainage Fire Department Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANC~ NOT PERMITTED UNTIL CERTIFICATE OF 5:/~/ol ~,~ \~(}l)(Y OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER CONCRETE SLAB FLOOR Elecbical (Underground) Plumbing (Underground); Healing (Underground) EJectricaI Service Rough Electric Rough Plumbing /IJc Test Gas Piping Rough Mechanical Framing Roofing Insulation Drywall Screw POUR No CONCRETE UNTil ABOVE HAS BEEN SIGNED Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ~ ~ ~ -- Place in Visible Location for Inspector ADDITIONAL COMMENTS & INSPECTIONS: L-J-b~O/~()Q0"" -N~ Q K i"'\rt>. 1:."'-Sl.;'Ql' 0)()~ ~~\<..l, Y'\"0 ((('-1'/ ""AX o;;~l""\. ~~'-l1 \:) ;-\\.~) t.{-5~ ell L<:::, IN \JO\-\-DV- ~~y;:]s:. d- 4:~- ~ "'-7-<:J) ~'\).o:'''' ~"d- ~ 10\( it ~-\()~ \~~ .i I I I 1 j , ~ 1 1 /:)S I B~~ - I - I 1/:-' " //....-,'/, ;'17;- ;.. "'Sf) . ,\ l' ! /' ) ;'-' 1;/ _ u)(>x/. (''-~,I.---> /-r=-' '-~---. r . , _,.' '") i (3) (l~Yl";T(_ l}u IJ.I>L//;4'=r1o;) /",..J V,; L<'Vj'/ ~ '-~ A~ [ , ! i I I , I I f ~ I I t o Elec. o Other Job Address: ORe-inspection fee of $ o Blocked Access o No one available for inspection: Time must be paid prior to re-inspection. AM/PM 'When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: CJ..()(/~ DO NOT REMOVE THIS NOTICE l .,_~_c_,___ .".._'._,~,,,_____, .~,,____ ".,___,,_~_,_.____,.,,___ .'_.,'____"~__~ ",.'_,___",_, __,___,_' _'~__~_.'._ ,.~_,_,_ '., ,,_ "w, City of Wheat Ridge Commercial Electric PERMIT - 070402 PERMIT NO, JOB ADDRESS: DESCRIPTION: 070402 '172.0 ~ Ipdpendence St. ste 200 Low voltage cable rework at ISSUED, EXPIRES: assetlink. 05/02/2007 10/29/2007 *** CONTACTS *** owner 303/431-2152 gc 303/576-7242 Asset1ink Erik Isernhagen 07-0085 Linx, LLC .... PARCEL INFO ZONE CODE: SUBDIVISION: .... UA 0043 USE: BLOCK/LOT#, UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION, FEES 108.30 .00 53.84 162 .14 .,.0 .;)37 ,J'I structure. Must comply w/ 20Q5 NEC & 200 2,9 1.00 .. FEE SUMMARY.. Ih~1;]) Comments: KS, Cable must be supported from I-codes. I hereby certify that thesethack distances proposed by this permit application are accurate, and do no violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of ecord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condi ions printed on this application and that I assume full res nsibility for compliance with the Wheat Ridge Building Code (I. .C) and all other applicable Wheat Ridge Ordinances or work under this pe it. Plans subject to field inspection. or 1. This permit was is ed in accordance with the provisions set forth in your application and is subjec to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any 0 her applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received pr or to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requi ed, provided no changes have been or will be made in the original plans and specifications and any suspension or aba donment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (l) year, f 11 fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage pr blem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, r Ie or regulation. All plan review is subject to field inspections. Signature of Chief Building 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 USINESS DAY. ~ ~OI..ORp..\)O COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) MINOR APPLICATION Building per~it Number: I Date: ] LAN # Property Owner: Property Address: Contractor License No.: Company: A~il\k, 't i'\ I ~.J~-.c. a.-l-- ~?<10 ,e.i"-'l-I<:'{,.. (. ~hone: 30 .-'/3/ -'2.1 S 2 O"f- OO~S r.-::OJ>( Phone: 30 -5t'6 -1-:2<{1... OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BuildinC/ Dept. Valuation Figure: $ I 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 an measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.Re) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection, IOWNERIICONTRACTORI SIGNEO -r--- ~/ DATE.s(# (OWNER)(CONTRACTOR):PRINTED ---rTlfJ'""-S e- DATE!;/I./Or , I Use of Space (description): Description of work: LOf41 Vo If-"(Je- Ub{e.. Value::!> :2''f't (.&0 Permit Fee: Plan Review Fee $ Use Tax''!: Total $ R.e.,.;~(l ....t- ~eH,'^k. Sq, Ft. added ~ONING COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq.F\.: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: ~IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical Li ense No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Oat Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the aws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other appli ble ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dat or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pr vided no changes have been or will be made in the original plans and specifications and any suspension or abandonment ha not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be p id fora new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage probl m, (5) Ccintractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and s all 'receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law. rule or regulati n. All plan review is subject to field inspections. Chief Building Official City of Wheat Ridge Comm. Tenant Finish PERMIT - 07012~ PERMIT NO, JOB ADDRESS, DESCRIPTION, 070121 4720 INDEPEDENCE ST tenant finish/office & ISSUED, EXPIRES, amendments to orig. 02/20/2007 10/06/2007 plan. *** CONTACTS *** 303/435-6522 303/277-1322 303/772 -2143 303/279-0101 Randy Jones ADP Building Frank Smith Wanda/Anth.Chadwick 02-2359 Design Build ~oncepts I 02-2390 St. Vrain Ele~tric 02-0286 Majestic Air, ! Ine gc owner sub sub ** PARCEL INFO ** ZONE CODE, UA SUBDIVISION, UA USE, BLOCK/LOT#, UA 0/ Permit Fee Permit fee additiona Plan Review Fee Plan Review Addtiona Total Valuation Use Tax Use tax additional ** TOTJ~.L ** ESTIMATED PROJECT VALUATION, FEES 771.30 326.70# 501.35 713 ,70# ,00 810.00 270.00. 3,393.05 45,0 0.00 ** FEE SUMMARY ** Comments: CR, Amendments to plans OK wi notes. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do noi violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of fecord; that all measurements shown, and allegations made are accurate; that I have read and agree,to abide by all condi~ions printed on this appllcatlon and that I assume full responsibility for compliance with the Wheat Rldge Building Code (I.$.C) and all other applicable Wheat Ridge 0 inances, for work under this permit. Plans subject to field inspection. ~::-;) _C>"'ic-<<---- 4-. <f -D dat i , 1. This permit was issued in accordance with the provisions set forth 1n your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the Ci ty. : 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prtor to expiration date. An extension may be granted at the discretion of the Building Official. I 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requited, provided no change,s have been or will be made in the original plans and specifications and any suspension or aba~donment has not exceeded one (l) year. If changes have been or if suspension or abandonment exceeds one (I) year, fjJ.ll fees shall be paid for a new permit. i No work of any manner shall be done that will change the natural flow of water causing a drainage prpblem. Contr~,ctor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections I and shall recelve written approval on inspection card before proceeding with successive phases of the job. i 6. The iElsuance of a permit or the approval of drawings and speclflcatlons shall not be construed to bel a permit for, nor an approval of, any viol tion of the provisions of the building codes or any other ordinance, law, r~le or regulation. Al~/p'-~~~w i ject to ld inspections. ! /./'~- b,-L<,r"" Signature of Chief 8 ldi g Offical 4. 5. date INSPECT'ION REQUEST LINE, (303)234-5933 BUILDING OFFICE; (303) 235-2855 ' REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING ~USINESS DAY. ! City of Wheat Ridge Community Development Department' COMMERCIAL & MULTI-FAMILY BUILDING PERMIT APPUCATION .jo~~ 07 D Iz.) Building Permit Number: Date: Property Owner: i::.AAJ.o l.f Property Address: Contractor License No.: Phone: ~~ - 435 - to 5 'Z.'Z CompanY::DE;6IG:,D ~lLn :.s. Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit. application are accurate, and do not violate applicable ordinances, rules or regulations ofthe City of Wheat Ridge or covenants, easements or restrictions of record; that allmeasurements shown, and allegations made are accurate; that r have read and agree to. abide by all conditions printed on this applicaUon and that r assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and alf other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Value:$ Permit Fee:$ Plan Review Fee:$ Use Ta:x:$ Total:$ (QWNER)(CONTRACTOR): SIGNED (OWNER)(CONTRACTOR);PRINTED DATE DATE Use of Space (description): Description ofwprk: J1 "-6 i-L . rI/JU/td/ILe!4C.J- IV Sq, Ft. added . ~-~ ~ONING COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq,Ft: BUILDING COMMENTS: 6 it Approval: ,;.;- ____ PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions-set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes ofWheatRidge,CoJorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. If this permit expires, a new permit may be acquired for a fee of on e-half the amount normaJJy required, provided no changes have been or will be made in the originaJplans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change thenatural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before. proceeding with successive phases of the job~ The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions,ofthebuilding codE?s orany other ordinance, law, ruleorregulation. All plan review is subject to field inspections~ (2) (3) (4) (5) (6) Chief Building Official City of Wheat Ridge Commercial Sign PERMIT - 070267 PERMIT NO: JOB ADDRESS: DESCRIPTION: 070267 4720 INDEPENDENCE ST install 2 wall signs - ISSUED, EXPIRES: replacing same size 04/02/2007 09/29/2007 - per att. u.. CONTACTS .u 303/420-7264 303/590-6301 Gary Rains Ken Giammaria 01-8163 Bighorn Signs, gc owner .. PARCEL INFO .. ZONE CODE: I SUBDIVISION, UA USE: BLOCK/LOT#: UA 0/ .. FEE SUMMARY.. ESTIMATED FEES 108.30 70.40 .00 45.90 224.60 PROJECT VALUATION, Permit Fee Plan Review Fee Total Valuation Use Tax U TOTAL U ~~J) Comments, OKAY: AT Subject to field inspections. Electrical must meet 2005 NEC I hereby certify that the setback distances proposed by this permit application are accurate, and do no ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of measurements shown, and allegations made are accurate; that I have read and agree to abide by all condi applica on and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I. appli Ie Wheat R' e ordinances, for work under this permit. Plans subject to field inspection. date VJj') J forth in your application and is subjec Codes of Wheat Ridge, Colorado or any 0 81 L This permit was issued in accordance with the provisions set State of Colorado and to the Zoning Regulations and Building or~inances of the City. This permi~ shall expire 180 days from the issue date. Requests for an extension must be receivedpr date. An extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requi changes have been or will be made in the original plans and specifications and any suspension or aha exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, f be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage pr Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be an approval of, any violation of the provisions of the building codes or any other ordinance, law, All plan review is subject to field inspections. 2, 3. 4. 5. 6, Signature of Chief Building Official date Inc. 2,5 0.00 violate applicable cord; that all 'ons printed on this .C} and all other to the laws of the er applicable r to expiration d, provided no ntnent bas not 11 fees shall lem. nd shall receive permit for, nor Ie or regulation. INSPBCTION REQUEST LINE. (303)234-5933 BUILDING OFFICE, (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING USINESS DAY. (~ "~' ,"HE".", ~ 0 - ~ u O' COt ORt-';O Property Owner: Property Address: Contractor License No.: I(CN LfiUJ I 'is' ~3 Company: '"'tl G hORN City of Wheat Ridge Community Development Department MINOR ~~ 0 '1 ~ 0::>11 BUILDING PERMIT APPLICATION vi ~ /11M f\ yuf\ J NVf:JJ6..Nf).(,NC'c Building Permit Number: Date: Phone: 303 590 6301 5t61\! 5 Phone: Xl '3 Lno 77...~ 4 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not'violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that an measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (l.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. (OWNER)(eONTRA':TOR); SIGNED ..)fr~ ~,;..~ DATE (owNER)(eoNTRAcTOR):PRINTEO GlJfl.Y k:fii ^)5" DATE~~7 V e;$~~ Permit Fee; Plan Review Fee;$ Use Tax:$ Total: $ Use of Space (description): Q.OilAY\\ EJl ciA L Description of work: IrJSI~l-l "L WAl-L <;IGNS 1J1,~ SQ, 0, CIlcH (/'If.I'I-AGING 'f;lJft1C SIZE WE, TO NA/I1e eiJpJ6C) Sq. Ft.added MOIIL. MifP AalYt-IG vJI JI.J:Jf,.(l.tJRI. rtvO//,r;:SCUVT :&0'-';';" ".SIC: Sq.Ft: )/,(,..IIm, QNING COMMENTS: r-i"r Approval: '1( f Zoning: J: BUILDING DEP ARTME /"- \.., ! '\ /' ~-, {' [.- !rl'f ". . " .'{ I~r~f\.'f'"'''' .~':;"'''I. 1'-.0-., I' _ I " "'.../;-, 'J ~ j.) I,ill \ ">;i'r'''''''"> ...,,/ -,'--Y BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Waiis: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanicai License No: Company: Expiration Date: Approval: Expiration Date: Approvai: Expiration Date: Approval: (1) This permit was ;ss:.;ec 'r, a:::c:::~::iance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zc:-<,.g ~e;:'Jlations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall ex;::ire if V") t:-,e work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspe~c:ed ::~ abandoned lor a period of 180 days. (3) If this permit exp:res. a '"':8."" ;::e;~:t ;-nay be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be 'Ya::e 'n ;;--e original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes :-;ave ~een c: if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any ;naii~er s'ia:i be jOi",e that will change the natural flow of water causing a drainage problem. (5) ContI actor shall :':ci'fy :~e 3c;'cing :nspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspectio:-::::a~d belc;-s roceeding with successive phases of the job, (6) The issuance of a ;::,e~~it :r ~''''e a: ~:'-/al of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyv!ciatic:; :;-'::-8 :":;'; ~cns of the building codes or any other ordinance, law, r\.:lle or regulation. All plan review .is subject to field inspect:c:is. Chief Buiiding Cf':2 4720 Independence = -.0 I ~ 81-8 II "~"",:" , --,~',: '''''''--',' - -,-~ I J ~ NORilll (ACJC 47f..O 1/V(J(rtJ^/(}f-N0G III '2)-\5 SQ n Thanks gr Ga7 Rains 1: 2 ~IGHORN SIGNS 12100 W. 52nd Ave. #119 Wh~:ij~2.QO 80033 II 81-8 - s ;, 0- I N W F.:5\ fAc.c J.t71J) /NrEf'Cl\ll7uJc.s' I '2,'1, S' SQ fi Thanks gr Gary" Rains 1: /2 IGi'- f-1,'-"~' i,'."" \i ;', Pi'" r /' BIGHORN SIGNS 12100W, 52ndAve. #119 Wh~~~2.o0 80033 -- COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: t-17 <"'0 1=- Y"\ ~~ ~ll!,~0....._ () 'o~o~v--. 'f>A"- "'^" \~ ~~L- ~L-L L~Jw \)~\\>t v\C<" \ ' - <, "\ <..li. _ - - ~(\~~ -d: t:"\",\.~ ~n"'~ Y_~~L._ Y When corrections have been made, call for re-inspection at 303-234-5933. Date: u.-~- (";/ ~ Inspector DO NOT REMOVE THIS NOTICE '^!.,~'I<: :~Il,j;:,,"..,, . '" en "F~",'''''''4"",~,~''~'''''''''''''-'~''''''''!'-f4~'!I"'"'." "lr.,,,,,"--""""""""""'"""''''' ,,~J,,-~,l.,~I~ ,"~ Ci~ ot [Wheat Ridge " , " Comm. Tenant Finish PERMIT - 070121 PERMIT NO' JOB! ADDR$~S' DESCRIl'TXON. 070121 . , ' . 4720 riDlt!'Et!ENCE ST 7.t~ 1'bo tenant ta.nisl1/G'ffipe ISSUED, EXPIRES, 02/20/2007 08/19l2007 '*** Cv:el~~$*~lt.,d, 303/435-6522 iandy 'Tones 303/277.134:2 Ar>p'llu:\.lding '303/772-2143 i.>~ $mith 303/279.D::L~J;: , ~a/Anth.Chadwick , gc owner sub . sub 02-2359 Design Build concepts 02-2390 St. V:z;ain Elec:tric 02-0286 Majestic Air, Inc I .. PARCEL INFO ... ZO!$ ,CODE, 1.1A SUBDIV:X:SION, UA uSIi, UA llLQCK/LOT# : 01 "", *.. :FEB SlJIIlIIJAt'Y'...... ,i~ l,'., ~., ,,: .~~.. ' Comments': , ,: ~,- ' ;', ,.~ ," ;)'," ESTIMATED PROJltCT VALUATION, FEES 771.30 501.35 .00 ,810.00 2,082.65 '_ _ n 1,%';.00. ~ .J ~tb""''6 ' , . -,:'~ 45,Oooqlo. , I"~ ~ Permit Fee plan Review Fee Total VIl'luation Use Tax *." 'ToTAL-' .'* .. CR" OK w/ notes. NEC. ," '." sUb:lect to field inspections. Must comply w/ 2003 IBC &, 2005 Arvada Fire. OIC 'W/ . fi!;.:re: d~t. oonunents. , ,," ,<,,":",',".:':' :, " -" ::"" ' ,;,'.' -- ' ,-:,' " ,,', ' I ~~ ~i:el.fY.t;~^-'_~,a~~~,:;~'ta~C:~8:'propoeed. by tl1i8:..~rmit. afPl~cj1tion are.~eC:~~~_!~j,;:f114. ~.not violate aIJP~1cable orc1~~(;.s*./;Ul~,,>~,:-:.~~il~~ft~":ot '~he . qity. of Wheat Ridge or . eovenatlts, easements 't.J~ ~.~r';l.c;,ttons : of record; -, that .... all mea8~tfJl",~?~:f::~~,~~~.~H~~~e;are._acc\U'ate; that. I ~ve 'read iU1d. agree ..to.',:#,~::~'::411. Cond~t'ion~print(td!on this: apl1'lteatl~~l~_~'J.~.~;;.~-'~l#l,:.r~pon'ibllitY. tor compliance.. with,thl!' Wheat 'Ric1g" :~li~~,CqdEl (1..11. OJ ;'.nd. all' other app~i(:abl~>;~.t:~,<,,' ',I;:e,~<)!cprwqrk und.,.r this ~rm?-t.PlansBubllJCt to fie1.(i::.i~~.t;,ton~, . ' .. J- -07 !"' si~~-*-'._:,,::,,:,,;":!"':,:"'_:;'_';':~2~1:"'~::,::;_:.):'0::, ...... ..... . ." ". dat. '. " '.,. ",.,.,,' 1. ~i8~~'wa,~.~.'~:~~~:~~~~;~ce,''''j.ththe provisiQn&. set. forth: i~,your applicat1on~~'-i!Jfi~j'ebt,l:o:the'la"'8'Of' the ~at,e q~:,(;010r..dq~~:,the;on:t~g ~~tipnB and auilding Codes, of Wheat Ridge.Colora.<io oi;,.,nyc#let'apJjlicable ordi~.'ottlie: ~~tt;:_::..::: . ..,: 2 . Thi,."P~~~.,~~_~:p,:~~~r ~~:~)"~:fro.r:,thei..ue date;: Requests f~ a4ex,tens~on n:'ust ~Inc:d ved p:tiorto expiration 48~e);~.'~~'l9'1--'~Y'~'_'~~~~~~ at, ~:ne ;diiJc:retlon 9f 'the BUi~di~9 'Official. < .':' ,,: '. :. ..,:.1,.: 3. Ittpi.~"pe~~;>~~~.,j'~:~:,~~ttnilyt)eaequired fo~ a fee of ()Il.tha1f theanJC)unt .~~ll'1requb:e~,:-prQviCled'no ~~elli"have betmo.t:'w~11,:'''~,~~~.in tlle,original plal(1sand speeiUcaitions and ar1}',_~us~nllltOl?-:.or ,~~ha'J,'lot !3tceed.e~Qne(l)}"e~~.':~:!:c;:ijl!U1ge. have been or if suspension or abandonment exQ~,dSone(l)ye:ar, fJoill .fees shall 'be pal4-,:Cor a, ~'P'tl'~t,~,:':-: _:',>, . ,'.' .' ., .... .', - ....: - 4. No worJ\:l3t' ~y~,,~~,~.~ ~t ,.,illctulnge thenaturalf:1o~:ofwater <::iit.U8~ng' II: _Clt"4.nagtl J?~lel1l' 5. c~t.raC:~.()~ "1laiJno:~'j.f')( ~~>.Ui~"J1g: ~p'P.c:to~ twenty~f()U:t;'24) h~.: in: a~ance 'fOr 0Lt.~il'l.p~ction8"ancl ~llreCeive ~itteJ,'t"pprova~on.~~_~ c::.~d ~o-r, -p+oceeding,w~th'e~ces~ive~phases oft_,job. .' 6. ';l'he,:i8.U&nc:~:,9f.~t:-:~::t;l1e'app:r:oral of drawings ~ ;specificil;tions ,shall not be COruJtrued to bea:~tm:itfor~ nor an' ~Qvalo "'fU1}":'~ 'I "~' of,itche' ~ov1sions of thebuilG\ing, codes: or any otherQl.'d~ncmce, law, pul~ 'or 1;'egu.l.atio~. i 141 e~.\' ' d.:1A8pections. ' ' date ".,.", ",,,".,", " ' ' -"',', ";,',-,-, ",,,,,','._,,---- ',,',0,. ' INSPIllCT:J:O!f~7.' ~_. (303)234-5933 REQUBST$ MUST BE MAOE':SY 3~ ANi' BUSINESS BUILDING OFFICE, (303)235-28$5 . DAY FOR INSPECTION TlfE. ,FOLLOWING BU$INSSS OAY. p~o~~~::@ City of Wh~at Ridge Community Qevelopment Department COMMERCIAL & MULTi-FAMiLY BUiLDiNG PERMiTAPPUCAl'iON Property Owner: A X>7" . ~IL1::>/AXS;, Property Address: 47 -z.c, I AJD e[E7..)D EJJCJ!:: Contractor License No.: 2. Z. :3 =:? 9' CompanY:~I.6:l kJ J::VI L.D a",;U::E}:'7s Building Permit Number: Date: Phone: ~.. 3- 2"77-f3<:2.- Phone: 3::>3-42.1-0.34,=\ Buildinq Dept. Valuation Figure: $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$<:lS}CCO - Permit Fee:$ Plan Review Fee:$ Use Tax:$ Tota1:$ BUILDING DEPARTMENT USE ONLY SIC: SqH: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: ~ .J' .11#"/ Approval:. .... ~4" . PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Electricai License No:'5t, \LIU;J.i0 Plumbing License No: Company: ';fj. 8B '<SE~/^,.D COmpany: Residential Units: Expiration Date: Approvai: Expiration Date: Approval: Mechanical License No: /)ktlJ",J/-t? Company: ~ . . cr- ~ -;e> &s ~~/Afi:J:) Expiration Date: Approvai: (1) This permit was issued in accordance with the provisions setfortb:,in your application andis subjectto the laws of the State of Colo'radoand to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or ~bandoned for a period of180 days. If thIs permit expires; a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1)year.lf changes have been or if suspensionor abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner shall be_ done that will change the natural flow of water causing a drainage problem. Contractor'shall notify the Building Inspector twenty-four (?4)h,~ws}n advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job~ The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation ofthe provisions of the building cod~s or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. (2) (3) (4) (5) (6) Chief Building Official Division of Fire Prevention ",frJADA T)'~i" .Ul i.D ~S.,.,.C.E._. ; ::J ~~1911. 0 ~~<2 b0 <h - Arvada Fire Protection District Date: 2/20/07 Reviewer: Sparky Shriver Pro.ject Name: Assetlink ExpansiQn Address: 4720 Independence Street Unit # 1 st FlQor ConstructiQn Type: II B Square Footage: 1,761 Building Height: Existing Basement: NA Occupancy Classification: B Occupant Load: 18 Sprinkler System: Y Fire Alarm System: Y ExtinguismngSystcrn:N J) Egress iUuminatio.n including crnergency lighting shall be subject to. field inspectio.n. Additio.nal units and signage may be required. IFC 03 1006.3. 2) Co.nstruction may require changes to. the existing sprinkler system.. A minimum Qf three (3) sets Qf plans will nee<! to. be submitted for review and comment by the Division of Fire Prevention priQr to. work cQmmencing_ All wOTk is to. be performed by a State of CQIQrado. licensed sprinkler contractor. IFC 03 90IA 3) AdditiQnal audible :lire alann devices are required- Please ~ ~ (3) sets o.f approved plans submitted to the Arvada Division of FiR:: Prevemi9n. 4) TIre owner / occupant will need to. verify that sufficient electrical Teceptacles are provided as e:rn:nsion coTds are not permitted, noT shall flexible cords pass through walls, ccilmgs or doorways, lYe 03 (4)5 5_ 5) Doors o.pening into. the patb of egress travel shall not reduce the required width to l=~ tban one-half during the COlIl'S'e of the swing_ When fully open, tbe OOer shall not ~ect mme than 7 inches (178 mm) into. the required width. (n-rs swiDgmg ,into comdor) EBe 03 10052. 6) Exit dQQrs shall be openable from the inside wit1rout the use o.fkey or special knowledge. IFC m loo8.L8. 7) Any code requirements arising from CQl1structf<m will be addressed. 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-301 2 . Fax (303) 432-7995 8) Twenty-four hours notice required fur aU test!> and ~ Fteasc ~_Il.-t the Division of Fire Prevention at 303-425-0905 X 212 to sclIedule inspections and tests. -'" , ':/N.O >/O//,,;:r// . ",>~,,'-,-~ , ,<,,_..:>.,',.t'O.>. ',';:;,!:'.:,',':/;: .;)>. c .;ego' a:.' (/w'-,. .,--' ",',_~,', .::1 )"/'9.~ ..(Q //{fJ/,-,'. - //,....:''- ':::1 :,~>Ql:: __ (I)., r -- ..../,'''C' o .~ "':.g,. ," >'O'<~"", )f (] 0' ..... '" 0 (0. -0 0. .~ S' CD c_- m CJ.C'> Co nn_. <,,--.~ i\:i '1\J ,0 ,..0....0 :::I; ,0 0 (I) N.N ,. /Z Z mrn (') n.. .z o ('l '::T ,"0 I>> ......'::3' C)'IC .....<11 : '6.: en 0= , .~'m ...<0.....= a,Cl!tl' '.3/1lllD.. ":;S, ~.~.3..,.. lD.1ll~ (')::l' CD -..CD -. ~..~.:;s 0> ..... ... C') ::s".. CD CD' ,~~C ::T:$en CD ('l'CD' III III 6 ...,.,.......' ".' CD... ,;:::-,..o:r -....-. IC '.' " .en CD.O.... '('l'~ ('lC C= .~ '0_ III ::s ::SIC ~'.~ := ::T 6 ''1: ~, (] D! 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"In.sectlon tm':'" .'~O~ -, , -~ Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections ~ (\cJ:L Date Issued . Job Address Building Permit No. Owner Contractor Contractor Address Type Occupancy \..') INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPROVAl DISAPPROVAl INSPECTOR COMMENTS: I NmAlS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR EJeclricaI (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BeEN SIGNED EJeclricaI Service Rough electric Rough Plumbing Ar Test Gas PitAn!l PLl/H&J<, C7'J,,,!.3'.e 5 ~ Rough Mechanical ot;L;ti-O -9 V"1i.L~'1'7C/!#/d 092/65 C~ Framing Roofing Insulation Drywall Screw J / A"~ --<~JJ1 ,J.:'/ / ,/"1/ ~~~'f'6''''_.B' -' ~{) /W06 -ff'P~~~ A'/ V"",,tP/U'/;h0,V ,/ o Z:!?-c I~......-------- AA '-----/ ('J "2 '2: '# A ",7 .A' .. 1-vI FINALS EJeclricaI Plumbing Mechanical Frame /Interior Finish R.O.W & Drainage Fire Department Parking & Landscaping -NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ',,--- 2, /11'..?/-tJ5 (CY)\ ~~/1'C> ,~, ~ ./ / rusr= //J' !'-cY5 /' <>-.-/ /C>'/7~Q5 Ill, /'/15 /~ A'J, '/-cJ5 v/ ~~ ~7 \7 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: -1Z?rJ //VD/.AcA/./?.cd/3C: ~')T ///V.I9L CLL:C7k'/C' /. > A/>~~r??r'/F /)//77FT<f <!e> gR~~k' RCJCJ~ AWE '7f0r a#.-?K?A/& . /r -7/~.H utJs~ Rc~ c:7~ ~ ~-<" ~Y.c:5. , 17 ?-b./K S~tJH5 ~6 A/r?"/ Ld/"~/) ///VAL ~u/~~ /::> Nil /.I1r W~~A'" C'!> ~rA.k" R~ S; /VK < When corrections have been made, call for re-inspection at 303-234-5933. Date: /07'7 DO NOT REMOVE THIS COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice -IVo /N~L'A/L:6YC.q 57 Job Address: /f?yO/-//~[~"c/L/::~ / ;;. ,))::-/}/R..c- if hE/Vr j' O/{' LES_ ~ Lb~/~asvR'''''' @~P:/L//Y~ /Y~ ,?l~,F; ./ >, )j///p/JRT' An / ~~N~/~:;;/ ( S3 //?h9/".-c ~x7Z/.Rft 'l/~ /)_ .. ~r7T..vp.?_- '7/=' LX77J'/~ V. When corrections have been made, call for -inspection at 303-234-5933. DO NOT REMOVE THI Date: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 47 <" (j I rv D"'- D<='N ~~"'<:...ll ~I"'C\ 1= l~;:r ~",.s.p NoT Ql ,,~ . \ -.. When corrections have been made, call for re-inspection at 303-234-5933. Date: ':r;.-'61"C>'/- ~ Inspector DO NOT REMOVE THIS NOTICE c()llMUNl1Y DEVEL()I'IIIliNT OEPARl1IENT BUJUlING lH8f'EC11OIl LINE . - :n' It"" CITY Of WHEAT RIDGE 7100 WEST 2tTM AWNUI! WHEAT RIDGE. CO 10033 .1SQS-236-21161 APPUCATlON PropertYOwncr: tv\ J>o-"lZ.\1'E~"\ ,-,-,-. PropertY AddreSS: A1-z..0 I~DePf!l..ll;,e"~ CDIltractor License No.: _1.'=":::':::;-: :.~~:'=::-;:?~-I I hoI1ll>Y c:erliIY ttlIIl tile........ -.... """"'""" by ....1""'ri.I4~. ........ - .- ...........,.sclO:.=4... _..=-=,....."'...:.o~..~:::~ Value:$ -,RIdge or _...raor · : . $ _. and~mIlde _~:ttlIIlllII""JMd..,.s _toobldeby" Per11ut Fee: ""'..... prtnl8d on ....~ ..,.s ttlIIl I _ -- .---AlII\y lor Plan Re' F'$ ~_"WlHIJlldOe~Code(\.8.C)..,.s..-lIIiJIcoIllel/hOl ""cw ee. RIdge 0....-... lor _ _.... pilmlIL __ iubjocl to - frioI>odI<>". 1)...: Tax:S (ONIIERl(~- /2. ~> t2 A . 0A1E".1~ Total:S (QWNEll)((XlNTl'ACfO"):....,.m> R.... iJ D"'f . \ ,., .. jp. '> DA1E '" A U..ofSpace(deSCriptlon): oft. It:' F [)eSCflpdon of WOIi<: -r cPA JJ-t" ,:::'t /'J te:>H Building PermIt Number. 08\Il:~~ 15-05 J>h<me: 3.S-Z.77.1~~,- ... ,<;0 ,00 6:>.' L 11'I()~tilnk/ee. SJJWl \ 1Iq.l'L-.sod BUILDING DEPAIlTMENT USE ONLY SIC: Sq.Fl: ()NIMG ()OlollIENTS: AppI<NlII: ZorinQ: ()OlollIENTS: ok. wi iL -.JoTc ';;Jj' b ."J .to ~ C<.ld iroSr.<-hON.' -JI:ro5 _()OlollIENTS'J;;;J /:t2trf"N 6, AppI<NlII: --------------- SOOl 5 \ 90'9 (Q\ 31 U\ U 31 "'" DeP-- ()OlollIENTS: AppI<NlII: WaHs: Roof: StorieS: Retldentilll Un1ta: ele<:lJic8l ucense No: eompany: ExpIralion 08te: Expiration 0818: ExpIraIion 0818: ADorO\I8I: Ar1r/fOVfIA: Ar1r/fOVfIA: (1) ThII pormII wullluld In ICCQIIIInCI wIlh 1M pIll.1 I"" Mllorlh In y<Nt ...Ii ~ ond IIIUbjec1 to 1M - "'''''' SIn '" =..,.s to tile Z"'*'D RtlglMllonO..,.s BdIdInD CodeI ofWOlll RIdge. CcIOIIdO or rift - 04+1' .... ......... of (2) ~~II~~(A)tIle-....-..llnol~...-.ood-1blIy19O)dlyStom--or(8)the~ ......~ ........_ or _.donod for. periacl of 180 QIyI, (3) II" pormII eqlireI. .... pormII_ be -*'<I for. 1M of.........tho..-n --""-....... """"_orwllbemlldeln""'artginIlP..".."".......eo ...,.s ,...._7......_.pnMdldnoclllllflll (4) (1)_, II__""""_or._...... or_i.. . .....:........oIionGl_odI.........nal.<<OIlIId- (5) No _ 01..., _ _ be doni ttlIIl wlI'd\III1iII "'" ';;;.... _ ... II),... u_....bepeldlar.....penYa ~ .... ,..., .. e.-.g Inopec:tor _ill' "" of.... 0IUIIng. chinIOI problem, ......... on l.oll'clIoo. '*" _..., J'o'll":" ur ~! ~ lor II inlPIGtU IIld IIlIIIIIceMt wrtlIIn (8) 111e _ 01. pormIl or tile ~ "'_____ ....- tho job, ......... of ..., _ "'~ ~_.....,.s .,...:ILAol."" nol be CGlIItruod ~ 'h__'_--'-'':::~:':: Chief . -.-- ~- Plumbing ueense No: eompeny: Mech8I1iClII ueense No: eompeny: 08/17/2005 09:24 3034327995 ARVADA FIRE DISTRICT PAGE 02 Division of Fire Prevention ",JeW P.o,~ 'l.~'.uJ ::J'~ <.~:J J ~ .<,,' () f\'1 _1,-:: , ~~(J 0~-"Qr~ ll.<--:?'r <...;: ~< ~ Arvada Fire Protection District Date: 8/17/05 Reviewer: Sparky Shriver Project Name: Asset Link at the ADP Building Address: 4720 Independence Street Unit # 1 st Floor ConstruCtion Type: II B Square Footage: 4,412 Building Heiglrt: Existing Basement: NA Occupancy Classification: B Occupant Load: 44 Sprinkler System: Y Fire Alarm System: Y Extinguishing System: N I) Egress illumination including emergency lighting shall be subject to field inspection. Additional units and signage may be required. IFe 03 1006.3. 2) Construction may require changes to the existing sprinkler system. A minimum of three (3) sets of plans will need to be submitted tbrreviewand comment by the Division of Fire Prevention prior to work commencing. All wolk is to be performed by a State of Colorado licensed sprinkler contractor. !FC 03 901.4. 3) Additional audible fire alarm devices are required. Please provide three (3) sets of approved plans submitted to the Arvada Division of Fire Prevention. 4) The owner / occupant will need to verify that sufficient electrical receptacles m:e provided as extension cords are nol pennitted, nor shall flexible cords pass through walls, ceilings or doorways. IFC 03 605.5. 5) Any code requirements arising from construction will be addressed. 6) Twenty-four hours notice required for all tests and inspections. Please oontact the Division ofFire Prevention at 303-425-0905 X 212 to schedule inspections and tests. 6503 Simms Street . Arvada. Colorado 80004.2607 . (303) 424.3012 . Fax (303) 432-7995 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION UNE - 303-234-6933 CITY OF WHEAT RIDGE 7800 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-236-2856) APPLICATION Property Owner: tv\. p.,. ~ \J 'Eo ":.-T l.. l..C- . Property Address: 41"Z".o It.)pepE~r:>cr~ Contractor License No.: ~ ~1l C'OL OR....Q9 Building PermH Number. Date:~-15-o5 Phone: 305- Z.77-13a~ CompanY:PE':>16/U 5u 'LoP COIJc:.e: ~ I/oX.. Phone: 303- 4-3S"-/bS" l.z. OWNERICONTllACTOR SlONATURE OF UNDERSTANDING AND AOIlUllENT Build/rIG (}ef)t. Valuation Figure: $7.5 L:f)(). - . I hereby cet1ify that the setback dista"""" propoaed by this permit eppIication ore occurote, ond lIo not _ eppllcoble ord_. IUIeo or regulotiono 01 the Clty 01 \^Jheat Ridge or covenanta, easements or restrictions of record; that all nteasuremonta shown, and allegetlone made are ICCUI'Ite; that I haw read and agree to abide by all conditions printed on thls oppIk:ollon end thot I essume lUll responsibility lor compIionce with the Wheat Ridge Building Code (I.B.C) and 011_ appIicobIe Wheel RIdge Old..."""", lor wori< under this permit. Pions subject to field inIpedion. (OWNER)(CONTRACTOR),SIGNEO.a ~ ~ A _ OATES-IS /' (OWNER)(CONTRACTOR):PRINTEO R. AN%:)'1' ,~",;Jp So DATE '" -, S Value:S Permit Fee:S Plan Review Fee:S Use Tax:S Total:S Use of Space (description): 0;'/2 IC-E Description of work: ic:/J.A A.J-t" 1=='1 A//E:>I-j II'1G/w.des stl'li1klec SjJwz \ Sq. Ft._ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINGCOMMENTS@ ~ Approvol: Zonlng:.:r --- -- -- - -- BuILO'NG COMMENTS: SOOl S 9rW Approval: I PUBLIC WORKS COMMENTS: ((j]3Jd\~ 310:3! ~ Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Expiration Date: Approval: Plumbing License No: Company: Expiration Date: Approval: Mechanical License No: Company: Expiration Oats: Approval: (1) This penn~ w.. _In accordance with tho provisions sot forth In your opplk:ollon end is subject to lhB laws oIlhB Stoto 01 Colorado end to the Zoning Regulations and BuIlding ~ 01 Wheat Ridge, CoIonldo or ony _ oppIk:oble ordinances of theCIly. (2) This pennIl shoD expire ff (A) the work authoriZed Is not commenced within sixty (90) days from Issue dote or (B) the buUdlng authorized is suspended or abendoned for s period of 180 doys, (3) If this pennlt a"Pires. 0 new permit may be ocqulred lor olea of one-holf the omount nonnaDy required. provided no changes have been orwUI be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) yeor, If c:l1ongos he"" been or ff suspension or obondoronant oxcaeds 0111 (1) yeor, fuIl_ sholl be paid lor 0 new pennil (.) No wort< of any manner sheH be done that wRl chango tho nmural ftow 01 water causing 0 drolnago problem. (5) Contractor sholl noIIfy tho BuHdJng Inspector twenty-four (2.) hours In advance lor oIllnspocllons and sholl rocaIve written approval on inspection card before proceeding with successive phases 01 the job. (8) The issuance of a permit or the approval of drawings and specffications shan not be construed to be 8 pen:nit for. nor an approval of, any vtolatlon of the provisions of the building codes or any other ordinance, law. rule or regulation. All plan _10 eubjocl to field lnopoctlono. Chief Building Official Building Permit CITY OF WHEAT RIDGE 7500 West29TII Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19108 8/17/2005 Inspection Line 3D3-234-5933 Commercial TenanfFinish PROPERTY 4720 Independence St OWNER: Marvest, LLC Unit: (303) 277-1322 Description Tenant fInish with sprinkler system IFEES IFees ~ax IPlan Review Fee IPermit Fee ITotal Fees 1 ICONTRACTORS IName IDesi!1n Build Concepts 1 IDue 1$1,350.00 ~$691.89 1$1.064,45 1$3.106.34 1 I ILicense # 122359 I IPaid 1$1.350.00 1$691.89 1$1,064,45 1$3,106.34 1 1 IPhone J 1303435-65221 Uuils: Occ,upan~y: Walls: Roof: Stories: Sq Feet: o i herebycertiry that thesetbackdiStailceS proposed by this permit application are accurate, auddo not violate applic.ableo'rdinances, rules or regulations oftheCiiy of Wheat Ridge or covenants, easements orfe5trictions oheron!; that ~n measurements shown, and allegations made are accurate; that I have read and agree to abide by aU condilions printed on this application, and that I assume full respllnsibility for compliance with the WheatRidge Building.Code (U.B.C.) and aUotherapplicable Wheat Ridge ordinances, for work under this permit. SIGNED DATE (OWNER)(CONTRACTOR) This permit wwi Issued iD accordance witb the provisions set forth in your application and is subjecfto the,laws orthe State of Co lorn do and to ~e Zoning Regulations and BuDding Code ofWbeatRidge, Colorndo .orany other applkable ordinances of the City. This permit shaU c)(pireif(A) the work authorized is noteominenced witbm,sixty(60) days from issue date or (B) tile bOOding authorized is suspended or abandoned, fora period of110 days. 3 Iftltis permit expires, anew permit may be acquiredfor,a fee o~ on~halfthe amountnormaUyrequired, providedno changes havebeen o~wiD be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or ifsuspensionor.abandonment exceeds one (1) Your, full fees shall be paid for a new pennlt. < 4 No work orany inami.ershaD be done that wiD change the natural flow of water causing a drainage problem. 5 ContraC19r shallnotify the Building Inspector twenty-four (14) hou~in advance for all inspections and shall receive written approval on inspection cai"dbelore proceeding witllsuccessive phases of the job. 6 The issuance ofapennit or the approval of drawings and specifications shaD notbe construed to bea permit for, nor an approval,of,any violation of the provisions oftbe buUding codes oranyother.ordinance, law, rule or regulatl on. ChiefBuilding.Inspector SIGNED DATE Page 1. 00 Wednesday, August 17,2005 ~~.U':llI,IIIUnU'Jf4ijltUIIII_lijiillllJl~~.~~"'>l).!l:II~Wt~~" .... .. 'Building Permit CITY OF WHEAT RIDGE 7500 West 29TI1 Avenue Wheatridge, CO 80033 303-235-2855 . '. ~~[~,"1I"l."'llt~~,!!<-0. Permit Nu Inspectio Line 303-234- 933 Commercial Tenant Finish PROPERTY 4720 Independence St OWNER: Marvest, LLC Descriptlou Tenant fInish with sprinkler system Authorized By Building Approval Zoning Authorized On Approved By CR OK. With note. Subject to field inspections. Authorized By Fire Department Approval Zoning Authorized On 8/17/2005 Approved By AFPD See attached letter, Wednesday, August 17,2005 Unit: (303) 277-1 22 Pgelofl 3812 Tundra Place . Loveland, Colorado 80538 fpcifire@aoLcom . 303.994.3319 . Fax 970,461.0946 PRODUCTSUBNITTTALS for HYBRID TRAINING 4720 INDEPENDENCE STREET SUITE 102 vnIEATRIDGE,COLORADO e Bull Moose Tube Pipe Manual Pipe Products . June '92 (Revised November '99) . A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: r \ . Has a Corrosion Resistance Ratio of 1.0 . Has No Thread Warning . Has a Pressure Rating of 300 psi . Is Lighter Weight Than Schedule 40 . Is Approved by Factory Mutual and Listed by Underwriters Laboratories . Is Produced in Accordance to ASTM A-135 and A-795 . Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves . Is Produced From Steel With Excellent Properties of Strength and Threadability · Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Sys!titns. . . Offers Lower Freight Costs Nominal Weight I.D. Bundle Pipe Size (In) LbJFt (In) Size 3/4 1.087 0.856 91 1 1.600 1.090 61 1-1/4 2.139 1.425 37 1-1/2 2.562 1.655 37 2 3.364 2.124 37 EDDYTHREAD 40 SPECIFICATIONS Nominal Sch.40 EDDYTHREAD 40 EDDY LITE Pipe Size (In) 1 1.00 1.00 0.74 1-1/4 1.00 1.00 0.48 1-1/2 1.00 1.00 0.47 2 1.00 1.00 0.38 CORROSION RESISTANCE RATIOS . Nof FM Approved for dry systems. . ~I\IICIDSETUEIE~V A CBPlJl!1Jcompany 1819 Clarkson Road Chesterfield, MO 83017 (BOO) 325-4487 FAJ<: (636)537-2645 www.bullmoosetube.com e-mail: info@bullmoosetube.com For additionallnfonnatlon, contact your salesperson today at (800) 325-4467 or (636) 537-2800 in the USA, or from Canada call (800) 882-4666 @c@ A. All Information contained herein Is accurate as Mo'Ml at the time of publication. Bull Moose Tube reserves IIle riltlt to change product specifications without notice and without Incurring obligation. 5199 ictaulic" V27, KS.6 Models V2703, V2704, V2707 and V270B High Pressure Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response ( An e 9001 certified company PRODUCT DESCRIPTION These Model V27 high pressure standard spray V2707 sprinklers are designed to V2708 produce a hemispherical spray pattern for standard commercial applications up to ordinary hazard, exclud- ing storage applications. They have a rated working pressure of up to 250 PSI (1725 kPa). They are avail- able with either standard or quick response bulbs. The design incorporates state- of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, pre- cise operation. Recessed Pendent ( (@@ V2707 V270B Pendent Upright TECHNICAL SPECIFICATIONS ~ , 11 i~ l_~ ( (Ex<J9.gerated for clarity) Models: V2703, V2704, V2707, V270B Style: Pendent, Upright or Recessed Pendent . Nominal Orifice Size: W(13mm) K-Factor: 5.B Imp. (B,l S.L^) Nominal Thread Size: WNPr(15mm) Max. Working Pressure: 250 PSI (1725 kPal Factory Hydrostatic Test: 100% @ 600 PSI (4140 kPal Min. Operating Pressure: 7 PSI (48 kPal Temperature Rating: See chart on page 2. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprin- kler is available in various temperature ratings (see chart on page 2) and fin- ishes to meet many design requirements. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient t'!iipera- MATERIAL SPECIFICATIONS Upright Deflector: UNS C22000 Pendent Deflector: UNS C51000 Bulb: Glass with glycerin solu- tion. Bulb Nominal Diameter: o Standard: 5,0 rnm o Quick Response: 3,0 rom Load Screw: UNS C36000 Pip Cap: UNS C36000 Spring: Beryllium nickel Seal: Teflon* tape Frame: Die cast brass 65-30 Lodgement Spring: UNS S30200 ture rises causing the liquid in the bulb to expand. When the ambient temper- ature reaches the rated temperature of the sprin- kler, the bulb shatters, Ai; a result, the waterway is cleared of all sealing parts and water is discharged towards ibe deflector. The deflector is designed to dis- tribute the water in a pat- tern that is most effective in controlling the fire. Coverage For coverage area and sprinkler placement, refer to NFPA 13 standards. ACCESSORIES Installation Wrench: o Open End: V27 o Recessed: V38, V3B-3 o Socket: V27 Finishes: o Plain brass o Chrome plated o Bright brass plated o White painted.... o Flat black painted" o Custom paintedU o Lead'" 155, 200, 2B6SR Only: o Wax"" o Wax over lead ** For cabinets and other accesso- ries refer to separate sheet. ^ For K-Faclor when presS!Jre is mea- sured in Bar, multiply S.1. units by 10.0. . T alien is Cl regislr~rc{1 Imdp.m.lrk of UUFuntCn. .. Ul Lislt:!d fm (:01 fO$il)jl [{:"ist",m;e in "llcunfigumlions. 2599 Rev.C MYJ Victaulic@World Headquarters. P.O. Box 31, Easton, PA 18044-0031 . 4901 Kesslersville Rd" Easton, PA 18040 . 1-80o-PICK VIC . FAX: 610/250-8817 . www.viclaulic.com i!l Registered Trademark 01 Victaulic Q Copyrighl'ZOOO ViclauUc PrinledinU,SA APPRO V ALS/LlSTINGS 40131C (\ Nominal Approved Temperature Ratings of/"c * n K.Factor Orifice Size Imperial Deflector Model Incheslmm S.I.^ Flesponse Type UL ULC NYCIMEAt CSFM!l II 5.6 Standard Upright 135 - 360 135 - 360 135 - 360 135 - 360 V2703 13 8,1 57 -'82 57 + 182 57 -182 57-182 V2707 II 5.6 Standard Pendent 135 - 360 135 - 360 135 - 360 135 - 360 13 8,1 57 -182 57.182 57 -182 57 -182 V2707 II 5.6 Standard Recessed Pendent 135 - 360 135 - 360 135 - 360 135 - 360 13 8,1 Up to :r_" Adjustment 57.182 57-182 57-182 57 -182 II 5.6 Quick Upright 135.286 135 - 286 135 - 286 135 - 286 V2704 13 8,1 57.141 57- 141 57.141 57- 141 II 5.6 Quick Pendent 135 - 286 135 - 286 135 - 286 135 - 286 V270B 13 8.1 57-141 57.141 57.141 ,57-141 II 5.6 Quick Recessed Pendent 135 - 200 135 - 200 135 - 200 135 - 200 V270B .' 13 . 8.1 Up to W Adjustment 57-93 57 -93 57 -93 57.93 t Listings and approv~ as of printing, n All are approved open. ellcept for areas deSignated "No. ^ For K-factor when Rtessure is measured in Bar. multiply 8,1. units by 10.0. t MEA #62-99-E." 9 CSFM #7690-0531:112 RATINGS All glass bulbs are rated for temperatures from -650F (-540C) up to those shown in adjacent table. <10.10-28 Temperature - oFrC Sprinkler Victaulic Nominal Maximum Glass Temperature Part Temperature Ambient Temp. Bulb Classl1icatlon Identification Rating Allowed Color Ordinary A 135 100 Orange 57 38 Ordinary C 155 100 Red 6Il ..." 38 Intermediate E 175 150 Yellow 79 65. Intermediate F 200 150 Green 93 65 High J 286 225 - Blue 141 107 Extra High :f.: K 360 300 Mauve 182 149 :I: M Open - No Bulb - - r.'.< \i:, ",0 :!: Standard response only All are approved open, except lor areas designated "No., - 150165 if wax coated. ORDERING INFORMATION Please specify the following when ordering: o Sprinkler Model Number o Style o Temperature Rating o Sprtnkler Finish o Escutcheon Finish o Wrench Model Number OK-Factor o Thread Size a Ouantity _ ' . - '-AWARNING .- - . ~~ ~ OC Always read and understand installallon, care, and maintenance instructions, supplied with each bOI 01 sprinklers, belore proceeding with installation 01 any sprinklers. Always wear salety glasses andloot.prolection. Piping systems must always be depressurized and drained belore anempling disassembly and removal 01 any Viclaulic piping products. - InslallaUon rules. especially Ihose governing obslrucllon, musl be strictly Iqllowed. Painting, plaling, or any re-coaling 01 sprinklers (olher than Ihal supplied by Victaulic) is not allowed. Failure lolollowlhese inslructionscould result in serious perso nalinjuryand/orpropertydamage. Ije owner is responsible lor maintaining the tire proteclion system and devices in proper operating condition. For minimllm maintenance and inspection requirements, reler to Ihe ,lIfrent Nationa) FIre Prnlection Association pamphlellhill describes eMe and milinlel1<lIlce 01 sprinkler systems. In adllilion, Ihe 311!hority having jurisdiction may have additional maintenance, lestillg. ,lIld insper.tioll reQuirements Ilia I mllsl he tollow~d. I! you neeD alldilionat copies 01 this publicClhon, or if you have any questions aboulllle safe illslallallon 01 tllis product, conlacl Viclaulic Warll! H~adqua(lets, P.O. 5ux 31, Easlon, Pennsylvania 18044-0031, 610-559-3300. 40.13 - 2 ("'- . . c ( DIMENSIONS '... (2-4mm) "'Ill' ~ l'y,,' (43mm) AVAILABLE WRENCHES Standard Pendent - V2707, V270B Standard Upright - V2703, V2704 TypicalCeilingTlle I ,... (33 mm) -1 .... (24mm) Ftnlshed Sul1ace MAXIMUM RECESS ''',''- MAXIMUM EXTENSION 0/4" Adjustment Recessed - V2707, V2708 (Drawing hot to scale) V27 V38 or V38-3 V27 Socket Recessed Open End V2707, V2708 Pendent ,/ ,/ ,/ V2707, V270a Recessed Pendent ,/ ,/ - Y2703, V2704 Upright - ,/ ,/ 40.13 - 3 DISTRIBUTION PATTERNS MODELS V2707, V270B KS,S STANDARD PENDENT AND RECESSED PENDENT (!. , ....-,:.. .~ . , 10' 3,Om 8' 2,4m 6' 1,8m 4' " l,2m I, ;~ 2' O,6m 0 DISTRIBUTION PATTERNS - TRAJECTORY --~ K - -"-- ,,-' , , "'- , , , '\, " , , , '\" " , , \, \ , ',I , , '\, , \ , , , , . \1"\ , , , \ '. '\ , , 7 PSI 48kPa 15 PSI 103kPa 30 PSI __nn. 207 kPa 2' 0,6 m 4' l,2m 6' 1,8m 8' 2,4m 10' 3,Om 12' 3,7m 14' 4,3m MODELS V2703, V2704 KS.6 STANDARD UPRIGHT DISTRIBUTION PATTERNS - TRAJECTORY 10' 3,Om W 6' 2,4m ~ ~ - - ",- - , --" t-... - - ",,+,"- - - "" , , 1-, , '\, "- , , , " - , '" , '\, , '\, " , , , , ,\ \ \ , , , 7 PSI ------ 48kPa ( 6' 1,8m 15PSI 103kPa 4' 1,2m 30 PSI n__n. 207 kPa 2' a,6m o 2' a,6m 4' 1,2m 6' 1,8m 8' 2,4m 10' 3,Om 12' 3,7m 14' 4,3 m 16' 4,9m NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2. These graphs illustrate approximate trajectories, floor.wetting, and wall.wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are prOvided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and War- ranties. 3. All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This producl sl1all be rnBmJlactumd by Victaulic Company. All products to be installed in accurdanco with current Viclaullc inslallation/assembly instruclions. Victaulic reserves the right to change product specifications, desi9ns and standard.equipmenl withoul notice and withoul incurring obligations 40.13 - 4 STANDARD CLASS 125 IRON PIPE FITTINGS 'CAST IRON STRAIGHT 900 ELLS ~- -..,"" ~ ". ~.~~- -, ".,- --~~~- - - -~- ~ - . - r Center I Outside I Thread I Take Out I NPS to End Diai r,f ~~nd L~(~9~~ Dimension A B mln o m,n 1/4" 0.810 0.930 0.320 0.435 318" 0.950 1.120 0.360 0.575 1/2" 1.120 1.340 0.430 0.558 314' 1.310 1.630 0.500 0.748 1" 1.500 1.950 0.580 0.813 11/4" 1.750 2.390 0.670 1.063 11/2" 1.940 2.680 0.700 1.253 2" 2.250 3.280 0,750 1.500 21/2" 2.700 3.860 0.920 1,763 3" 3.080 4.620 0.980 2.080 31/2" , 3.420 5.200 1.030 2.358 4" 3.790 5.790 1.080 2.665 A CAS,",:, IRON REDUCING 900 ELLS .. . Center Center Outside Outside Length Length Take Take NPS to End to End Dia.of Dia, of of of Out Out Band Band Thread Thread X Z 81 (min) 82(min) 01 (min) D2(min) 1/2 x 318" 1.120 1.120 1.340 1.340 0.430 0.360 0.745 0.620 314 x 1/2" 1.200 1.220 1.630 1.340 0.500 0.430 0.700 0.658 314 x 318" 1.200 1.220 1.630 1.340 0.500 0,360 0.825 0.658 1 x 314' 1.370 .1.450 1.950 1.630 0.580 0,500 0.808 0.762 1 x 1/2' 1.260 1.360 1.950 1.340 0.580 0.430 0.760 0.672 11/4x l' 1,580 1.670 2.390 1.950 0.670 0.580 0,893 0,982 1 1/4 x 314" . 1.450 1.620 2.390 1.630 0.670 0,500 . 0,888 0,933 11/4x 1/2" 1.340 1,530 2.390 1.340 0.670 0.430 0.840 0,843 1 1/2x 1 1/4' 1.820 1,880 2.680 2.390 0.700 0.670 1.133 1.193 11/2x l' 1.650 1.800 2.680 1.950 0.700 0.580 0.963 1.113 1 1/2 X 314" 1.520 1.750 2.680 1.630 0.700 0.500 0.958 1.063 11/2x 1/2" 1.520 1.750 2.680 1.630 0.700 0.430 1.020 1.063 2x 11/2' 2.020 2.160 3.280 2.680 0.750 0.700 1.333 1.410 2 x 11/4" 1.900 2.100 3.280 2,390 0.750 0.670 1.213 1.350 2x l' 1.730 2.020 3.280 1.950 0.750 0,580 1.043 1.270 2 X 314" 1,600 1.970 3.280 1.630 0.750 0.500 1.168 1.220 2x 1/2" 1,600 1.970 3.280 1.630 0.750 0.430 1.100 1.220 21/2x2" 2,390 2.600 3.860 3,280 0.920 0.750 1.640 1.663 21/2x 11/2" 2.160 2,510 3.860 2,680 0.920 0.700 1.473 1,573 21/2X 11/4' 2.040 2.450 3.860 2.390 0.920 0.670 1.353 1.513 21/2X 1" 1.870 2,370 3.860 1.950 0.920 0,580 1.183 1.433 2 1/2 x 314' 1.870 2,370 3.860 1.950 0.920 0.500 1.308 1,433 3x21/2" 2.830 2,990 4.620 3,860 0.980 0.920 1.893 1,990 3x2" 2,520 2.890 4.620 3.280 0.980 0.750 1.770 1.890 3x 11/2' 2,520 2,890 4.620 3.280 0.980 0.700 1.833 1.890 3X 11/4" 2.170 2.740 4.620 2.390 0.980 0.670 1.483 1.740 3x 1" 2,170 2,740 4.620 2,390 0.980 0.580 1,483 1.740 31/2x3' 3.420 3.420 5.200 5,200 1.030 0.980 2.420 2,358 4x31/2' 3.540 3.690 5,790 5.200 1.080 1.030 2.478 2,565 4x3" 3.300 3.600 5.790 4,620 1.080 0.980 2.300 2.475 4 x 2 1/2" 3.300 3,600 5.790 4.620 1.080 0.920 2.363 2.475 4x2" 2.740 3.410 5.790 3.280 1.080 0.750 1.990 2.285 4x 11/2" 2,740 3.410 5.790 3.280 1.080 0.700 2.053 2.285 I FIGURE 21 ft 31 . - j -- - -~ . ~ ~- . - "" CAST IRON 450 ELLS ._:-:~~-=:::=..~~:::::====::~~~~~~~- Center to Outside Dia. . Length of . Take Out . NPS End 0: ~~~~ ~l~~~ A B mon C mon 1/2' 0.880 1.340 0.430 0.380 3/4' 0.980 1.630 0.500 0.418 l' 1.120 1.950 0.580 0.433 11/4' 1.290 2.390 0.670 0.603 1 112' 1.430 2.680 0.700 0.743 2' 1.680 3.280 0,750 0.930 . 2112' 1.950 3.860 0.920 1.013 3' . 2.170 4.620 0.980 1.170 3112' 2.390 5.200 1.030 1.328 4' 2.610 5.790 1.080 1.485 ~~~IG~:W:-~3' ; 8 CAST IRON STRAIGHT TEES Center Outside Thread Take NPS to End Dia. of ~~nd L,el~I!~~ Out Dim, A 8lmin D mon 3/8' 0.950 1,120 0.360 0.575 1/2' 1.120 1.340 0.430 0.620 314' 1,310 1.630 0,500 0.748 l' 1.500 1.950 0.580 0.813 11/4' 1.750 2.390 0.670 1.063 11/2' . 1.940 . 2.680 0.700 1.253 2' 2.250 3.280 0.750 1.500 2112' 2.700 3.860 0.920 1.763 3" 3.080 4.620 0.980 2.080 31/2' 3.420 5.200 1.030 2.358 4" 3.790 5.790 1.080 2.665 I FIGURE 24 A A-l .~ . 32 . e- . e PIPE HANGERS. AND SUPPORTS f,l, I , ---l-- 1-- & . INCORPORATED CORONA. CA. (gOD) 157-66811 79 FIG. 200 "TRIMUNE" ADJUSTABLE RING HANGER Size Range - 1/2 thtu 8 inch pipe. Material - Steel, Mil. Galvanized to G-90 speci- fication. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment . after installation. Spring tension on swivel nut holds it securely in hanger before installation. Swivel nut is easily removed. Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification WW-H,l71E, type 10, and Manufacturers Siandardization Society SP-69, type 10. Maximum TeJnP'!rature. 6500F Finish - Mil. Galvanized, HOG, and Siainless Steel. Order By - Figure number and pipe size. . c B .,..- .... /' I "- , -+-- , I A . 8 1/2 8-3/4 3-1/4 1250 13 - 1/8 APPROx. . WElGH'r PER 100 11 12ga x 1-1/4 136 . . . & 61 INCORPORATED CORONA, CA. (lIOD) 731-6698 FIG. 99 ALL THREAD ROD CUT TO LENGTH Size Range - 3/8 thru 7/8 inch rod in 1 inch increments. Material - Carbon Steel Maximum Temperature - 7500F Finish -"Plain, Electro-Galvanized, and Stainless Steel. " Order By - Figure number, rod diameter. rod . length, and finish. MAX. BEe. LOAD LBS. ROD FOR SERVICE TEMPS. SIZE 65O'F 75O'F 3/8 610 540 1/2 11,30 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 FIG. 100 ALL THREAD ROD FULL LENGTHS Size Range. 1/4 thru 1-1/2 inch rod in 10'.(j lengths. Material - Carbon Steel Maximum Te_rature - 7500F Finish - Plain, Electro-Galvanized. and Stainless Steel. Order By . Figure number, rod diameter, and finish. . -diD INCORPORATED CORONA, CA. (901) 737-65&8 53 FIG. 65 AND FIG. 66 REVERSIBLEC-TYPE BEAM CLAMPS - 3/4" AND 1-1/4" THROA T OPENINGS B-j --f!1-A \i i I I I I I I I I I I I I I I r,--r,. . Size Range - (Ag. 65) 3/8 thru 5/8 inch rod (1/2 thru 10 inch pipe). Size Range - (Ag. 66) 3/8 thru 5/8 inch rod 11/2 thru :1 0 in~h pipe). 'Matenat,- Carbon steel with hardened cup point set screw,1 and jam nut. Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4- (Fig. 65) ,or 1-1/4- (Fig. 66). Features - AU steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip' aUows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by aUowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engage- ment. Application Note - Fig. 65: add 1-1/2- to rod length when clamp is to be used in set screw up position. Fig. 66: add 2- to rod length when clamp is to be used in set screw up position. Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-l71E, type 23, and Manufacturers Standardization Society SP-69, type 19 and 23. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet #13, 3/8- rod will support 1/2 thru 4- pipe, 1/2- rod will support 1/2 thru 8- pipe. Finish - Plain, Electro-Galvanized, HDG, and Stainless Steel. Order By - Figure number, rod size, and finish. . L F J9__~O~ 1 RG. 65 TABLE ROD SIZE PIPE A SIZE B C 0 E F 3/8 1/2-4 1 - 3/16 3/4 1 7/16 1 ..L.-- E -r- C ..L- o LJ [J9__~O~ B~~: :1 : L E 1 c L o u FIG. 65 FIG. 66 MAX. APPROX. BEC. WEIGHT LOAD LBS. PER 100 1500 28 RG. 66 TABLE F ROD SIZE PIPE A SIZE s c 32 o E MAX. APPROX, BEC. WElGIIT LOAD LBS. PER 100 1500 3/8 1/2 - 4 1 - 3/16 1 - 1/4 1 7/16 1 HDI-P Drop-in Anchor Reliable Fastenings in Pre-cast Hollow Core, Post-Tensioned and Poured Concrete Features . Optimized 3/4" anchor length to allow reliable fastening in hollow core panels, pre-cast plank and post tension slabs . Shallow drilling enables fast installation . Up provides flush installation, consistent anchor depth, and easy rod alignment . Setting tool leaves mark on flange when anchor is set properly to aide inspection and ensure reliable installation Materials . Anchor material is SAE 1010 . Carbon steel anchor plating is' dull zinc, in accordance with ASTM 8633, SC.1, Type III HDI-P Drop-in Anchor (exclusive anchor for Pre-Cast Hollow Core & Post-Tensioned) . CarlJon SfBe/ ~... Ultimate Loads 4000 psi ConcnllII' Tension b Shear b ';,;1~~';'~_U~~;: Hollow Core' "'", '_'M~""'"'_''''''' <,oQQ;-,C)",-/",C ."...,. '. 1 See Hilti Product Technical Guide for complete performance dam. A safety factor of 5 is generally recommended for use wfth anchors at this type, IIemNo. Bn dla Useable Thread Le Oescri Don ,~,',,;;, HOt Selling Instructions: this section page 8/38 lolemal Thread SIza Qty BoxICIn HDI Selling Tools: this section page 8/38 www.....hllll.comICustomer Service 1-880-B79-8000 (M-F, 6:00 am - 8:00 pm CST) I expertise. in every case. 1=11........ 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CD 2.~ ~ 0 ~ .. .5 do C () " '" .. 0 " ; ~ CD 5. ;1. co I> 0 ole a ~ g-'" '" 0> .. m ~ <: I> " i~ m ~ <e 1>9 ~ 0... or" i 5-8' <: <i '" ..~ !!l3 a.;::; ~" ., ''f::' ,"""", "'",,,,," ....' ,'"' ....~'"'',..''' -"' --- .-- -".-.----- Application Date: Ii" ',OJ':: t /..; " (, 'I .I N' od I Permit # ARVADA FIRE DISTRICT 6503 Simms St. . Arvada CO 80004 303-424-3012 . 303-432-7995 (fax) Contractor Information Name: f ,r( f',n,,?; "" ,. I" ", ,_" , Agent: T- ,-I ,/ ! ,.".;:, , !.O Address: .2 ," / _' i t" ,If ,', ./ (-' It "/ ."/"') Phone: 'l'l 'I Site Information ,.LI'!.,;,) 4.J iJ" . ,i ,j i r, ( I ':J 1-'/ . Address: Business: Contact: ;, ,,'c~..;-..tj .5 3/ 'j , "Phone: I attest the above information to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule, This permit is the property of the Arvada Fire District and is issued subject to conditions contained herein_ Upon any failure of any condition including failure of clearance of any permit payment, this permit is subject to immediate revocation and the permit must be returned upon demand to a representative of the Arvada Fire District. Signature of Applicant: NOTICE: If construction is started prior to the issuance of a permit, THREE (3) times the normal feel will be assessed. INSPECTION BY FIRE DISTRICT REQUIRED? YES NO Post this pennit in a conspicuous place. Request required inspections a minimum of three days in advance at 303-424-3012, TYPE OF PERMIT Tank Ins ection Review Alann 5 stem Plans Review 5 rinkler 5 stem Plans Review Misc. 5 stem Plans Review Buildin Plans S ecial Handlin or Use Plans FORMULA (see fee schedule sheel) FEES No. ofTanks - 5 stem Value 5 stem Value 'j { i"1 iY ~ - 5 stem Value- Valuation= Valuation= Date Paid r/I~ Am!. Paid (/1 .- Method I<- Initials , "- TOTAL FEES DUE o Total Building o New IX I Alteration Partial Other , , Field Ins ections and Dates: ~ ~ Hydrostatic Tests and Dates: So Comments: " l / . FIRE DISTRICT APPROVAL IS REQUIRED PRIOR to THE ISSUANCE OF THIS PERMIT. By Date A Conditionall TYPE OF PERMIT FORMULA (see fee schedule sheet) FEES Tank Inspection No. of Tanks - Review Alann Svstem Plans Svstem Value- Review Sprinkler System Plans System Value- Date Paid Review Misc. System Plans System Value- Amt. Paid Review Building Plans Valuation"" Method Special Handling or Use Plans Valuation= Initials i TOTAL FEES DUE A R V A D A F I R E D I S T R I C T p E R M I T , \-13~5 ' INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS , WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD c. 11-::: JOB ADDRESS ~ -/ Ie L rlN ~>t ,~(~~ ,'- <:. '- ,st. ,I '.'2..j'l rn4 I TYPE I! OCCUPANCY BUILDING PERMIT NO. \ -, ')'.V) DATE ISSUED ~. . OWNER lV\ (~'l\i (,ct- I U...I' - r--\1~j b1 t,.l, vrul" c~ I U (', CONTRACTOR (h,' ('~l\il"'h I.l r.-h"", ((;l'l"e(t"'L~! SETBACKS FROM PROPERTY LINES NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION [ DATE I INSPECTOR Foundations Footings NIl} Caissons NI/J Reinforcing or Monolithic It..' IJ Weatherproofing ~ JA POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Ii Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ", ~. ; S--QL/ - (14 r}S t\t~y ""\ Drywall Nailing Roofing Refrigeration Electrical Underground N tV tV A 7 - IC~_ c.q ]- \ ,v.I."_ ~~'\ Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation Final Electrical Plumbing Heating & Ventilation Frame R.OW. & Drainage N Fire Department Parking & Landscaping N OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Place in Front Window This Side Out - . I ~ L7 ( ! I. <t-d (,<h; ub"fPIILu. 6.Ni ~ c.Dft..L /? c; ~ ?It!:df'fc;c.. ~- cJ' ;> '1;:: "" b<-<I J;;, AJ.,.d efcr IV' ,&,Cc "" , COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - (303-234-5933) . Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) 17325 7/3/2004 Property Owner: MARVEST, LLC - HYBRID TRADING, LLC Property Address: 4720 INDEPENDENCE ST Contractor License No. : 21022 Company: Orr Construction Company Phone: 294-9211 Phone: 294-9211 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 1 assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $121,888.00 $1,452.11 $943.87 $1,462.66 $3,858.64 (OWNER)(CONTRACTOR) SIGNED DATE Total: Use: Description: 3809 SQ. FT, TENANT FINISH INCLUDING DRYWALL, PAINT, ACOUSTICAL CEILING, FLOOR COVERING, DOORS AND HARDWARE, ELECT., HVAC, PLUMBING, FIRE ALARM CASEWORK. BUILDING DEPARTMENT USE ONLY i~w Approval: Zon ing : ~~ SIC: Sq. Ft.: OK. TENANT FINISH WI FIRE DEPT. NOTES.. 6/30/04 Approval: CR _"H"''''0~ __,1;Qi;i_" Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 20659 Company :AB Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No :22019 Company: Masters Plus Expiration Date: 7/2/2005 Approval: OK/KS Mechanical License No : 22018 Company: Air West Enterprises Inc, Expiration Date: 7/2/2005 Approval: OK/KS (1) This pennit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or ~h;i'lPproval of in s and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the buildin es or er ordinan , w. rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. , , Division of Fire Prevention r>SWAD..q TI(~I' w ~ ~SINCE > .:J ~~1911 "; () ~~!J ~<S' <2< Arvada Fire Protection District Date: lA/2?/OL\ / / Name Of Project: Reviewed By: Plan Review Comments Address: \,),122 ~~ , b'<";....\ I \ """'~~-.r~"""""~ D~~ \n..).:~... ~ Occupancy Class: ~ Square Footage ~ 'N'\ "\ \ Sprinkler System ~Yes ____No Fire Alarm System ~Yes ____No 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key locking device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2.~When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3.~Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 12{)7.6 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 Page Two 3. Corridors: 1. Exit corridors and openings shall be installed in accordance with the Building Code. UFC 97 1209. 4. Exit Signs: 1. x: Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the following locations. UFC 97 1212.3 3. X Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1. Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211.1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3. ~ Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 971211.1. ~. Fire Extinguisher's: 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: 1.-X- Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2.~ 3.~ Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. A separate permit will be reauired to be obtained from the ~<',,~~ ~\.."- tJ\!i\-~. 8. Fire Detection and Alarm Systems: 1.-L 2.~ Changes to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. A separate permit for fire alarm system changes will need to be obtained from the P.N~''- ~U(.. 0,..........:\. 9. Electrical: 1.~ 2. 3. The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 1. 10. Gas Meters: 2. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 0.:.;- Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1.~ Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. 12. Page Four Additional Comments: ~~ )<. 13. x X \--r~\''-1 ,,(, ~., l<-L. Y;1- . c,.\.. ,:,,\ \,.." \h,,_ ('"'''~~;''\f''''".S~. . h'\\A..... t't\.... \. ""',~...r~JI.. \)",,,<:,,<. .;.'\.......\ \ ""i\- 14. C~"t"<..~ ~d ! ~.'I:"t' \\--.""" 15.Y ,..."A'U_ . ~. U~L \1'\01.\. '!:,.~ .J... Any code requirements arising from construction will be addressed. These comments shall remain with the approved plans at the construction site. Contact the Fire Marshal's Office at 425-0~OS for questions or additional information. 16. Inspections: 1. ~ Twenty four hours notice is required for all inspections. UFC 97 103.2.2. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 17325 BUILDING INSPECTION LINE - (303-234-5933) Date: 7/3/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MARVEST, LLC - HYBRID TRADING, LLC Property Address: 4720 INDEPENDENCE ST Contractor License No. : 21022 Company: Orr Construction Company Phone: 294-9211 Phone: 294-9211 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $121,888.00 $1,452.11 $943.87 $1,462.66 $3,858.64 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.. ompliance with the Wheat Ridge Building Code (U.B,C.) and all other applicabl ~eat Ri e ordinances, for work under this permit. j (OWNER)(CONTRACTOR) SIGN D DATE / ,jelLY 2'f' Total: Use: Description: 3809 SQ, FT. TENANT FINISH INCLUDING DRYWALL, PAINT, ACOUSTICAL CEILING, FLOOR COVERING, DOORS AND HARDWARE, ELECT., HVAC, PLUMBING, FI ALARM CASEWORK. _agC~qmmilll Approval: Zoning: mlll'i_'lI:8',l'"":" ww !:I_I. tll.l Approval: CR SIC: BUILDING DEPARTMENT USE ONLY Sq. OK. TENANT FINISH WI FIRE DEPT, NOTES.. 6/30/04 !l~~s'~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 20659 Company :AB Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No :22019 Company : Masters Plus Expiration Date: 7/2/2005 Approval: OKlKS Mechanical License No : 22018 Company: Air West Enterprises Inc. Expiration Date: 7/2/2005 Approval: OKlKS (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job, The issuance of a Rermit or the drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions OH.~,~jJl1din s or any other 'ance, law. rule or regulation. .,~ .. / (4) (5) (6) Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-~33 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGe, CO 80033 - (303-;135-;1855) APPLICATION PropertyOwner:N\A_$-r, L..'-'- - H'I_\t> 1l'Al>''-'c", Ll-L- PropcrtyAddres.,4'l2.t! \H~~ ~ ,WHe'A."1:I'-II>"", c.c Contractor License No.: Z \ C 2."2-. Company: N..:J:. Dl'l.l'- ~"'.,.n:w.<-"\,,,j, LcME'M'l '"".~'"-~ ;~ ( 1 // ~ Phone: 303.2.'14-, 92.1\ '30~. +~'!, 32."',", Phone: ~ .2.'14 ''1'Z.\' OWNER/CONTRACTOR SIGNAtuRE OF UNDV!ST ANDING ANO AGIlUMliNT I hereby oe<Iily that the selbacl< distances prOllOSed by !his permn apl)lioaUon are aCQJrate. and do not violate appioable ordinan<:e!. rules or regulations 01 the City of Wheat Ridge or COV8f\ants, .-eme"ts Ofre:lbictions of recordj thatall ~ shO'Ml, and allegations made are accurate: that I have tead and agree to abide by.all conditions printed on tht6 applicatJon ana D'Ial I ilSsume full responSibility for compliance w1lh !h. Wheot Ridpe Buildiflg CoM (U.B.C) end all olhor appli..b1e Wheat Rldll$ Onllnances~~::::d"'1'iS permit 'OWN<R)(WKTAACT_"~' DATE {"Z4.04 (OWNER)(CONTAACTOR):PRINTEO NIffi.\MIEL.. -:::s. ol>-lL., ~~ Description: ;,'609 q. -rEf~ F."'\\SH 1-\'-uJDI..(<<' o"'~NOu., !'A.....,-, A,-=\<,"1:I<.AL Le\u......, ~ol'- t:b\Ta..tl,,",,""'S, ~ A--4~ ~~, 6'~~cA--L, !-\-\JAL, Pw""",^Yo\-l<." ~\~-~y./\ c.;....':'C'WGfl-t'- Construction Value:S /2/, Bl3B..e!' PennitFee:$ /t.l02...l\ Plan Review Fee:S q(f~. '0'1 Use Tax'$l.4lo2-. leJ.p Total:S 7h'* pe<mIlwas ........;n _'_'""'" !he p~. set for1l1 in your BPPbtion _ Is .ubjec;\llllhe laws 01 IheSlole of ColOrallo end to Ihe zorung Regulations and Buildng Codes of Who8t R;dge, Colo<ado or any olhor appGoable """"anoes of !heCiI}'. This pe<mIl.haII-"" if (A)lhoWOll< ._rized16no1<crnmenced within Sixty (60) ~!tom issue date or (B) lho build"mg ~ is __ or abandoned for a period 01120 days. If !his pem1iI expires, . new permit may be 0CQ\lIred for a lee 01 ~.If 1he amount normally requ~, pl'CVided no changes I1ave been or will be..- in Ihe OIIglnsl plans and specffica1ions.nd.ny $U~ or atla_t I1as nol exceeded one (1) year. If __ have been or if ~Ion cretlandon"-l e><oeeds one (1) year. lull I.....haI be paid for. new permit. No W<lfl< of sny manner __ be done Ihot "",. change 1he natural now 01 ""Ief """'log a ~nsge problem, Contractor shall notify lhe Building 1__ ~nty-fcur (24) hCIn in adVllflCO tor all inspections and shall receive wriaeh approva1 on Inspection can:l before proceeding with OU<:CeSSive phas.. ollhe job. The Inuance 01 . permit or the ~I of c<awmg' _ speQftt;a6ons shall not be oon...uod to be a permit for. nor .n approval of. any viofation of the siems of the buitding codes or any other ordinanee. law. tUlt' Of r9gu1atiOn. Sq. Ft.._ '$'80'\ 't ONING COMMENTS: Approval; Zoning: BUILDING DEPARTMENT USE ONLY BU1LDINGeo..tL1ENTS: Ok ~~V/t fr.I?IS h w,Jic / N ApPJ:!7.' e, f.;ot ~ ,,3i;-(J'f Pueuc WORKS COMt.4eN~s: Approval; pancy: Walls: , Stories: Roof: .'''.--.-..'------ Electrical License ttO:;;.} (,:>iP .>"\ CompanY:/4 ,~. "'l-EC--n<!.\L Expiration Date: Approval: ')P1umbing License No: :;z..u I Cf Company: V'/'v.9>E1'-'S ?.... ,-,S Expiration Date; ~proval: (1) (2) (3) (4) (5) (6) 7(\ O.J h(,ohT h(\f"'l7 ""7 lint'" 1f""l"'>7f"'t""7t'V.V.... V'n I SIC: SQ.F\.: Residential Units: Mechanical License No: /)"1.5" it- Company: ~ A (r tv <:.::_{ Expiration Date:. . Approval: Division of Fire Prevention pSW ADA 1l.~i' w - ~'S'NC', :J ~~1911' 0 ~~!J ~<S' <G Arvada Fire Protection District Plan Review Comments Date: LA 12'7-./01..\ Reviewed By: ~.r\1 S\-.~..."'< / I Name Of Project: \-\db....;,,\ \n.).;~'" I ~ Address: '41 LL \"...,~.~....,-...A .~cJ' Occupancy Class: ~ Square Footage 2, 'i\0, "'\ \ Sprinkler System ~Yes ____No Fire Alarm System ~Yes ____No 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key lo~king device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2.~When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3.~Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 Page Two 3. Corridors: 1. Exit corridors and openings shall be installed in accordance with the Building Code. UFC 97 1209. 4. Exit Signs: 1. x: Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the following locations. UFC 97 1212.3 3. X Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1. Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211. 1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 971211.1- 3. ~ Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211. 1. 6. Fire Extinguisher's~ 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: 1.~ Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2.~ 3.~ Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. A separate permit will be reouired to be obtained from the p..,....r~~ '>'=\<..... t>\~\-~t.l.. 8. Fire Detection and Alarm Systems: 1.-X Changes to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. 2.~ A separate permit for fire alarm system changes will need to be obtained from the P.N~'" ~.rc... O,sw.c..-\. 9. Electrical: 1.~ The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1.~ Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. Page Four 12. )<.. Additional Comments: -\'\..., ('"~"t"'-~' ..,\\/0- ,,'~ ~.... \-..'~\''''"j c,L,:,\\ \-... """,;Y~...r\c...\. \'\".('(""<;" <:.,\,....,j., \ ",,;\, "~.~..,)<...L. ~ c-,~,,<~~ ,..),:\\.\-. '\.'( """'~~ ~""" Y;>... U~L. '.CO\.\. ~.~ ,.)... 13. 'X. 'X Any code requirements arising from construction will be addressed. 14. These comments shall remain with the approved plans at the construction site. 15.~ Contact the Fire Marshal's Office at 425-0~QS for questions or additional information. 16. Inspections: 1.~TwentY four hours notice is required for all inspections. UFC 97 103.2.2. "U " 'T1 r " (") 0 .,0.-; ~ 0 m ::0 0 ~ ' " ~ ::0 Gl 0 a. ~ fij" z )> z z ~fr@ c -; r " -; m 3 I m ::0 ::0 ~" " 0- m 0 ::0 )> g~g; ~ 'T1 m -; (") 0 UJ -< -; o~et (") )> 0 ". 00" r ::0 CJ o ~ < r 0 ::0 c- " 0 'U 0 " ~. g- ~ ::;;; -; ::0 0."" 0 m 0 ~ ~ Z Z UJ -S 0' 0 ~ OZ Gl UJ -S :'3~ " ~ - 0 0 "'0 ~ 0 0 c n c-<CD c ~ ::0 0 '" 0- '0 ., ., " ..,. :::l " ~. c , ~ ..... III ~ S:B:: 0'" 0 '" <+ 1ii s= S' ~ " UJ -~ m 0 -S 0,,'" 0 ~ <= ~:z:g \.l 3 ~ ~ n :::l <+ 0. ~ ~ t:lj -0' :z " '" ij''' 0. ~. " 0:- ro ro 0 _c :;0 n3 :E :::l ;::>fl. - " - " N n -0. go. .., 0 ~ ~ ro n " " , 1[ 0_ 0 ,. -, 3 (D5. ..... '" [Jl :;;- 3 c - ~ ,. 5. ~~ ~:. " " ro ..... 0. 0: ., c -S ~ ~ :;; 0 3 ,. - '" n '" " :::j \.l ,. '" ;::>" ~. nC ~ ~ , aQ, )> o '" " ...,-< > '" <+ " ~ '" - 0 0." -'" " ~ " ~ .CD ~ ;::>00 Q . ;;;. 0 N{l aO-n .., ~ ::0 0- :E: m 0'0 '" ~:E t:lj C ' '" -" a: :::r UJ ~'[ nNI ,. ro UJ ~$!m 0 '" '" ., 0 ~ <+ ~;:: o~)> o.~ ~~~ ~ - ..,. 0 " ~ "" ..... o ~ :::0 0 _ 0- ~. '" ~C ~ ~ ;;;.: "'c- O 0 0. 0,,0 '< CD S' '::i Gl \.l Q' ~ or'" '" m :::l it" ~ 0. 0.5. \.l 8. ro ill 0 ". "'0 Lj " ' - ., ro 0.'< ~ :::l C " ""d 0. 0. '" 3 " ro " ,r > ~ :::l " " n ' '" :z " 0.- ~ ro o.C n " ' \.l U1 < 0. " ~Ql " <+ -< ~ 0 go -S '0 0 ro 3 ro " " rn c ro ro 0- S, '" <+ ~o " -< " " ''0 '" " s;.,3 ...... ;::;: 0 ~~ " " C rn n3 ;:::0:0- ~ " 0- -. :;;5. ~o " , !>('O ;::>0 a:-g ~.z Date: 5W d ~ A. Certificate of Occupancy or Completion has been requested for: A.DDlU:SS:~ ~A1dp-11-1'p ,~. PURPOSI: or STRUCTURI:: o-Pr- ~ Y1\ J cS Building Department Approval: t}cetu Remarks: Zoning Approval: ~ cic... 5j"3/0? I Remarks: Public Works Approval: d:- M--tb 5/:::'/01- Remarks: c:..t::>c:5I vVD1>.lL...=~ u:.<-lr~ 1>'1 & /,olQ'L. \2c.iJ. <:k"J-""rL ~ _ W'L.L- ~t.~E'..- uro"; iA<c t'f }~lA.'-L l-c,#..,.......{:.c..,..... l..C;>.o,. Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: I,.]/;,:::;~ INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS 4~3(' //l"i-J~'{IU{[IL<'( BUILDING PER~IT NO. /J ~- ,-; ,)' / I ~ ~. . OWNER ,,/tlu' "yelL /iJl-il/-.{r I CONTRACTOR /'/!L (:tn if hi, (?I( (j ., SETBACKS FROM PROPERTY LINES: NORTH , Jl e",,,, (1'/'/7'7 G'..--,f _ .<'.'( '.: "~_,-, ,L (Jj V-l ' ?,-r' L .,' t. TYPE OCCUPANCY DATE ISSUED SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR aissons einforcing or Monolithic ',-/I1l ' 15 6i Weatherproofing (.r- (,.- Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) ONCRETE UNTIL ABOVE HAS BEEN SIGNED 6.6- ",@ Final Electrical Plumbin Heatin & Ventilation Frame R.O.w. & Drainage Fire Department '\. Parking & Landscaping ;::::., ~ ~ J..,. .f .{ ,;. i,I. < f.-, M- / C. -< (.. /.f--/:---"~ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Place in Front Window This Side Out . . ...,j, 'k /'l~ ~/~ L. (. L .-1,1.) f}- ;;/(,,/0'2- - c;...,nc4:>.-- G:lt-'7- (h&;" J1"D. 'f- Znf..~ /?1k/r> ~~ c;:./:"'rr - t3~ffl~ ~/~ ~'" ~ qr- "'L'-:;~~ (-'\"'(~~J t;- ""7 ;<:....6. , '/ j - - '. '- " I ' '- '17 .' 'I? INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS JOB ADDRESS 41.?c ! !{c'~:fX'l-dc tt ~.c, S.t I BUILDING PERMIT NO, 1// '1 ~I 'I DATE ISSUED OWNER /I D t? CONTRACTOR (J Vy' (C n5-lnA cf, (, n C " I" f /' I' i ~ SETBACKS FROM PROPERTY LINES: NORTH SOUTH It' 1/1/0 / , , I TYPE I EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Rough Electrical - 1- " < - Jlr Rough Plumbing &6~'~Jr/c/,o.lc <}/ .;., 0 Air Test Gas Piping Rough Heating & Ventilation .' OVE HAS B,EEN SIGNE[)-t- ~7.... "';d ~<.>. 2-~' -"'-SA'of-' -2.- 9-e''-$8 Drywall nailing ", 2.. ~ f l~-if .0 4., . ~ - Roofing Refrigeration Electrical underground Final Electrical Plumbin Heatin & Ventilation Frame R.OW. & Draina Fire Departme <l 'l Parking & Landscaping t>'? ,,2 / OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ADP OFFICE BUILDING 4720 Independence Street Wheat Ridge, CO 80033 TESTING AND INSPECTION REPORTS SUBMITTED BY: N.1. ORR CONSTRUCTION COMPANY GENERAL CONTRACTOR 4414 VINE STREET DENVER, CO 80216 303-294-9211 May 1, 2002 lrerracon Daily Field Report 10625 West 1.70 Frontage Rd N, Suite 3 Nheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 10-31-01 I Weather. Partly Cloudy I Temp (oF): 55 I Page 1 011 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge. Colorado 80033 General Contractor: Site Supervisor: Notified 01 Results Orr Construction Ken Moore Yes Specialty Contractorrrype: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities Terracon representative was on-site to take density tests for curb and gutter subgrade and test the concrete for the curb and gutter. Notice Tech.: C. Rowston This report presents opinions fanned as a result of our observation and the attached test results. The presence and activities ''!rracon's on-site field representative do not relielJ8 the contractor's obligation to meet contractual requirement The test Reviewed by: "'9.~ esented are not the sole basis for opinion on whether construction meets specifications, THIS OFR IS FINAL Date: 11-06-01 A final report is the instrumsnt of service of the professional in responSible charge. My conclusions drawn from this report should be discussed with and evaluated by the project manager. MISCELLANEOUS CME SERVICES Report Number: 25012311.0008 Ssrvice Date: November 5, 2001 lrerracon 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80003 (303) 423-3300 nt: Orr Construction Company Alln: Ken Moore 4414 Vine Street Denver CO 80216 Report Date: November 29, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Services: Terracon obtained 1 set(s) of 4 conctete cylinders cast on November 5, 2001. The Samples were returned to the laboratory for processing and proper curing as specified. Technician: Albert Sanft Report Distribution: (2) Orr Construction Company (1 )Al)P Facilities Planning Dept. The Terracon Companies, Inc. 7-'~ Jesse Mohter Project Manager The tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except In full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Reviewed by: Page 1 of 1 .011_'_11.., MISCELLANEOUS CME SERVICES Report Number: 25012311.0013 Service Date: November 17, 2001 lrerracon 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80003 (303) 423-3300 ,t: Orr Construction Company Altn: Ken Moore 4414 Vine Street Denver CO 80216 Report Date: December 11, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Services: Terracon obtained 1 set(s) of 4 conctete cylinders cast on November 16, 2001. The Samples were returned to the laboratory for processing and proper curing as specified. Technician: Justin Volkel Report Distribution: (2) Orr Construction Company (l\.AI)P Facilities Planning Depl The Terracon Companies. Inc. cf2~ Jesse Mohler Project Manager The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the dient indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Reviewed by: - Page 1 of 1 --.... REPORT OF CONCRETE CYLINDER PICK-UP Report Number: 25012311,0012 Service Date: November 17, 2001 llerracon 10625 West 1-70 Frontage Road North Wheat Ridge. Colorado 80003 (303) 423-3300 ( ,t: Orr Construction Company Atln: Ken Moore 4414 Vine Street Denver CO 80216 Report Date: November 29, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Services: Concrete Cylinder Pick Up Terracon obtained 1 set of 4 conctete cylinders cast on November 16, 2001. The Samples were returned to the laboratory for processing and proper curing as specified. Technician: Justin Volkel Report Distribution: (2) Orr Construction Company (1) ADP Facilities Planning Depl. The Terracon Companies, Inc. 9--/11 Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exctusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracen. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Reviewed by: Page 1 of 1 ~-... lrerracon Daily Field Repo,t 10625 West '-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 10-15-01 1 Weather. Cloudy I Temp (OF): 40-50 r Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor. Notified of Results Orr Construction Ken Moore Ves Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) Brannan Sand & Gravel Ves 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Ves With the exception of: Field Activities Terracon arrived on site as scheduled; however the asphalt had already been placed to the top. We performed density tests in each lane for the top lift Asphalt unit weight was compared to a sample of the same mix obtained on the date of 9/1 0/01. Subgrade tests were not applicable because the Contractor used flow-fill above the contuits crossing Independence Avenue. Notice Tech.: JA Mohler This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Reviewed by: 4/.P? A -' Terracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test .esented are not the sole basis for opinion on whether construction meets specifications. --. II (HIS DFR IS FiNAL Date: 10-24-01 A final report is the instrument of service of the professionalfn responsible charge. Any conclusions drawn from this report should be discussed With and evaluated by the project manager. II lrerracon Daily Field Repott 10625 West 1-70 Frontage Rd N, Suite 3 eat Ridge, CO 80033 ;03.423.3300 Project No.: 25012311 1 Date: 10/12/01 I Weather: Sunny I Temp (OF): 60's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge. Colorado 80033 - General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore ves Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) R & R Concrete ves 2) Brannan Sand & Gravel ves 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes With the exception of: L Field Activities Terracon observed that the trench across Independence Avenue 70 feet north of 47th Street was filled with fiowfill. Densities were not taken under the sidewalks at both ends of the trench. Terracon visually observed that the subgrade was stable at near optimum moisture content (densities were not taken due to more than 30 percent cobblestone rock in the subgrade material). Densities of asphalt were taken in the parking lot of 4725 Independence on patch for conduit. Asphalt was not sampled because we were not scheduled to be on-site until a late request for our services was phoned in after all of today's mix was placed, Densities compared to mix sampled on 9/10/01. Notice Tech.: A. Karaway This report presents opinions formed as a result of our observation and the attached test results. The presence and acti\lities Terracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: 4~L ""lresented are not the sole basis for opinion on whether construction meets specifications. II ;rHIS DFR 15 FINAL Date: 10/22/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed wlUl and evaluated by the project manager. Rt;=:Cr=fVr.r') lrerracon J NU' 0 7 1001 Daily Field n'l 10625 West 1-70 Frontage Rd N, Suite 3 liPO' "'\I?~~y I\fheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 10-11-01 I Weather. Sunny I Temp (OF): 40 to 50 I Page 1 011 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes 1 pump and 1 vibrator With the exception of: Field Activities Contractor had placed reinforcing steel and was placing concrete for elevator, stairway nos. 2 and 3 walls from ground to 2nd level, as well as the trash enclosure and generator room walls. Terracon performed a reinlorcement steel observation and performed a concrete test and cast strength specimens. T erracen also obtained and transported one set of four concrete cylinders to our laboratory for further analysis. Notice Tech.: T. Evans This report presents opinions formed as a result of our observation and the allached lest results. The presence and activities -"'erracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: C),~U( ~senled are not the sole basis for opinion on whether construction meels specifications. THIS DFR IS FINAL Date: 10-30-01 / A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Repott 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 10/9/01 I Weather. Cloudy I Temp (OF): 50's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge. Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Slightly rusty rebar Field Activities Terracon performed a rebar inspection on the generatorltrash compactor footings. The rebar was very rusty. However. Ken Moore from Orr Construction Company said, "It doesn't maller. that is how they come: Terracon observed placement of approximately 14 yards of concrete. and performed slump, air content and temperature tests on the concrete and cast one set of concrete cylinders. Notice Tech.: A Taylor This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Terracon's on.site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: 9,rA..-tA - '!!Sented are not the sole basis for opinion on whether construction meets specifications. I . lilS DFR IS FINAL Date: 10/22/01 A final report is the instrument of service of the professional in responsible charge, Any conclusions dl'8Wl1 from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 J03.423.3300 Project No.: 25012311 I Dale: 10/8/01 I Weather. Sunny I Temp (oF): 65 I Page 1 of1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor. Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities Orr Construction Company applied moisture and a compactiv. effort to the trash enclosure pad subgrade on the southeast comer of the lot. Notice Tech.: G, LeBlanc This report presents opinions fanned as a result ot our observation and the attached test results. The presence and activities 9 r/f...-L,- Terracon's on-sne field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: l)feS8nted are not the sole basis for opinion on whether construction meets specifications. /'lIS OFR IS FINAL Date: 10/22101 II A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed WIth and evaluated by the prOJect manager. lrerracon Daily Field Report .10625 West 1-70 Frontage Rd N, Suite 3 Vheat RIdge, CO 80033 .103.423.3300 Project No.: 25012311 I Date: 10/6/01 I Weather: Sunny I Temp rF): I Pagel ofl Project Name: ADP Office Building Client; Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver. Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative. or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Ves I I With the exception of: Field Activities The contractor had applied moisture and a compactive effort to the area between the east foundation of the building and the retaining wall on the east perimeter of the site, Notice Tech.: J. Mohler This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Terracon's on.site field representative do not relieve the contractor's obligation 10 meet contractual requirement. The test Reviewed by: <::;7, ,4", / 'esented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/22/01 A final report is the instrument of seNce of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 10/5/01 I Weather: Cloudy I Temp ('F): 50's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Ves Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) R&R Ves 2) 3) Type of Earthmoving Equipment and No. of Units: T General Conformance with Project Requirements: Yes I I With the exception of: I I Field Activities Terracon observed placement of approximately 12 yards of concrete for the elevator shaft. Terracon also perfonned slump, air and temperature tests on concrete. Notice Tech.: A. Taylor This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Terracon's on.site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: a,~ resented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL , Date: 10/22/01 A final report is the instrument of service of the professional in responsible charge, Any conclusions drawn from this report should be discussed with and evaluated by the project manager. - -RECFJVC'::O I lrerracon OCT 3 1 zoo~ Daily Field ORi'l 10625 West 1-70 Frontage Rd N, Suite 3 po't'A~Y Wheat Ridgs, CO 80033 303.423.3300 . Project No.: 25012311 I Date: 10/4/01 I Weather: Cloudy I Temp (OF): 50's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities Terracon performed a reinforcing steel observation for an elevator at gridlines 4.5 x C.B. Notice Tech.: A Taylor This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Terracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: c:;?/~ ~A "lresented are not the sole basis for opinion on whether construction meets specifications, II ,HIS DFR IS FINAL Date: 10/24/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report Should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 T Date: 10/2/01 T Weather. Sunny I Temp ("F): I Page 1011 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results . 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities Terracen was contacted today at 7:45 a.m. to request asphalt and subgrade testing in addition to the scheduled backfill tests set up for moming and aftemoon visits. Orr Construction Company had cut out and removed a 2-foot wide by 9-inch deep section of pavement running along the northbound land curb from the west entrance crosspan to the north about 80 feet. Due to prior job commitments that had been properly scheduled yesterday, we were unabie to visit the site in the moming. Terracen arrived on-site at 1 :30 p.m. They had already piaced 9 inches of asphalt for the patch on Independence Street, therefore we were only able to test the top lift for density. Ken Moore with Orr Construction Company informed us that they used the same mix as used before on 9/10/01. Using the Marshall value from this date we performed three density tests, . Notice Tech.: J, Mohler This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Terracon's on.site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: "7' A4.-..AA \resented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/8/01 A final report is the instrument of sel"llice of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Repo,' 10625 West 1-70 Frontage Rd N, Suite 3 I\Iheat Ridge, CO 80033 J03.423.3300 Project No.: 25012311 I Date: 1011101 I Weather: Sunny I Temp rF): 70's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Coiorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) R&R Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: No With the exception of: Field Activities Soii observation between the east foundation and retaining wall was found to be loosely compacted and low on moisture. Cylinders were picked up. Notice Tech.: A. Taylor This report presents opinions formed as a result of our observation and the attached test results, The presence and activities Terracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: 9- ~ resented are not the sole basis for opinion on whether construction meets specifications, THIS DFR IS FINAL Date: 10122/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Repo,t 10625 West 1-70 Frontage Rd N, Suite 3 Vheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9/28/01 I Weather: Sunny TTemp ("F): 70's I Page 1 of 1 Project Name: ADP Office Building CUent: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Ves Specialty ContractorfType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Ves With the exception of: Field Activities Terracon observed placement of approximately 42 cubic yards of concrete by Orr Construction Company for foundation walls. Terracon performed slump and air temperature tests on concrete and made 1 set of 4 cylinders. Notice Tech.: A. Taylor This report presents opinions formed as a result of our observation and the attached test results. The presence and activities T erracon's on.site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: 7'- ~- ~~ Iresented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/8/01 A final report is the instrument of ser'llice of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Repo,' 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9/27/01 I Weather: Sunny I Temp rF): 82 I Pagel ofl Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore ves Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) R&R Ves 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities R & R was placing concrete for the sidewalk and curb and guller on the east side of Independence for the west entrance to the ADP Building. R & R was also applying moisture and a compactive effort for the subgrade for the west entrance. Notice Tech.: D, Griest This report presents opinions formed as a result of our observation and the attached lest results, The presence and activities Terracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: Q.~L- )resented are not the soJe basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/22/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. RECEIVED lrerracon 10625 West 1-70 Frontage Rd N, Suite 3 Vheat RIdge, CO 80033 J03.423.3300 Daily Field Project No.: 25012311 Project Name: ADP Office Building Date: 9/26/01 Weather. Sunny Temp rF): 80 Page 1 of 1 Client: Orr Construction Company 4414 Vine Street Denver. Colorado 80216 Project Location: 4720 Independence Street Wheat Ridge. Colorado 80033 General Contractor: Orr Construction Company Site Supervisor: Ken Moore Notified of Results Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: With the exception of: Yes Field Activities On the first trip, the contractor was not ready for inspection. Orr Construction Company was placing reinforcing steel for the walls of both stairways. Sleel was in conformance with plans. Notice This report presents opinions formed as a result of our observation and the attached 1est results. The presence and activities Terracon's onwsite field representative do not relieve the contractor's obligation to meet contractual requirement. The test lresented are not the sole basis for opinion on whether construction meets specifications. Tech.: D. Griest Reviewed by: AA / ^- ,rvLvt--/ - THIS DFR IS FINAL A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. Date: 10/22/01 lrerracon Daily Field Report - 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9/25/01 T Weather: Sunny I Temp rF): 80 I Pagel ofl Project Name: ADP Office Buildin9 Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contrador: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Speclalty Contractorrrype: Site Representative, or Foreman: Notified of Results 1) High Grade Excavating Milo Cisneros Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities Orr Construction Company supervised the placement of fill with a compaclive effort on either side of the south foundation wall and around the stair case core, pad at D,O x 8.3, footing pad at E.O x 4.0, ramp footing at C.2 x 1,0 - 5 feel. Test nos. 12 and 13, around the stair case core were found to have low compaction. Orr Construction Company was notified and had area re-compacted. Termcon re-tested in the afternoon and obtained passing results. The water percentage was low due to high amounts of gravel, sand, and cobble in the fill, Notice Tech.: C, Ellis This report presents opinions fanned as a result of our observation and the attached test results. The presence and activities TelT8con'S on-site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: 77. -.- /.-4' presented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/8/01 A final report is the instrument of service of the professional in responsible charge. Any condusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Nheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9/24/01 I Weather: Sunny I Temp ("F): 80's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) High Grade Excavating Milo Cisneros Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes With the exception of: Field Activities Terracon arrived on-site for moisture/density tests on foundation wall backfill. Areas tested were north and west walls on the exterior side of foundation, Afternoon visit would involve testing exterior side of south foundation wall. Due to scheduling difficulties, an afternoon visit was not possible, Another technician was called to come out for afternoon testing. Notice Tech.: L. Roanhorse This report presents opinions formed as a result of our observation and the attached test results. The presence and actlllities Reviewed by: <;77. uh' ...../ -'9rr&con's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test esented are not the sole basis for opinion on whether construction meets specifications. ~ THIS DFR IS FINAL Date: 10/8/01 A final report is the in5trumen1 of service of the professional in responsibte charge. Ally conclu5ions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9/21/01 I Weather: Sunny I Temp (OF): 70's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver. Colorado 80216 Wheat Ridge. Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative. or Foreman: Notified of Results 1) High Grade Excavating Milo Cisneros Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: With the exception of: Field Activities Terracon arrived on-site to perform moisture/density tests; however, upon arrival we were notified that due to equipment malfunction Terracon's services would not be needed until Monday morning. Notice Tech.: L. Roanhorse This report presents opinions formed as a result of our observation and the attached test results. The presence and activities ....:"f'IlrTacon.s on.site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: CJ.Pk./A lsented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/8/01 A final report is the instrument of service of the professional in responsible charge. Any concJusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon . L-10625 West 1-70 Frontage Rd N, Suite 3 , Daily Field Report 'heat Ridge, CO 80033 .u3.423.3300 Project No.: 25012311 I Date: 9-21-01 I Weather. Sunny TTemp ("1'): 85 I Pagel ofl Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216. Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor. Notified of Results ORR Construction Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Ve. With the exception of: - Field Activities ORR applied moisture and a compactive effort to west side of building foundation backfill. Notice Tech.: G. LeBlanc This report presents opinions formed as a result of our observalion and the attached test resulls. The presence and activities Reviewed by: q, frZ-"" ~ ~con's on-site field representative do nol relieve the contractor's obligation to meet contractual requirement. The test tnted are nol the sole basis for opinion on whether construction meets specificalions. THIS DFR IS FINAL Date: 9-25-01 A final report is the instrument of $8IViee of the professional in responsible charge. Any conclusions drawn from this report $hould be discuasecl wilh and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9/20/01 I Weather: Sunny I Temp ("F): 70's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Ves Specialty ContractorfType: Site Representative. or Foreman: Notified of Results 1) High Grade Excavating Milo Cisneros Ves 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: With the exception of: Field Activities Terracon arrived on-site but was notified that our services would not be needed until the following day. Notice Tech.: L. Roanhorse .1~iS report presents opinions formed as a result of our observation and the attached test results. The presence and activities .,rracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: ;?~ !sentod are not the sole basis for opinion on whether construction meets specifications. THIS OFR IS FINAL Date: 10/8/01 A final report Is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the Protect manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 "'heat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 9-18-Cl I Weather. Cloudy I Temp (OF): 75 I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 8021\3 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results ORR Ken Moore Yes Specialty ContractorfType: Site Representative. or Foreman: Notified of Results 1) Concrete Frame Associates Dave Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes With the exception of: Field Activities Concrete Frame & Associates placed reinforcing steel and concrete for foundation wall around entire perimeter of building. Upon initial inspection, 1.S-inch clearance was not met at all of the gO-degree corners. Prior to the pour, approximately 1.S-inch rocks were placed between the forms and the steel. - Notice Tech.: C. Ellis .-!~is report presents opinions formed as a result of our observation and the aUached lest resulls. The presence and activities (]. J/U..,/ J "!rracon's on.site fiekt representative do not relieve the contractor's obligation 10 meet contractual requirement. The test Reviewed by: Isenled are not the sole basis for opinion on whether construction meets specifications. , THIS DFR IS FINAL Date: 9-25-C1 I A final report is the instrument of s8fVice of the professional in rosponsible cherge. Any conclusions drawn from this report should be diacussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 T Date: 9/12/01 T Weather. Sunny I Temp (~_aO_ t!'-"ge 1.of.1._, Project Name: ADP Office Building Client: . I Orr Construction Company 4414 Vine Street I C'~ >, " .0 7.J:J 1 Project Location: 4720 independence Street Denver, Colorado 80216 ! ""L) . .) ... ~. " i Wheat Ridge, Colorado 80033 ! , ,. -- c....... .. ..... ......- General Contrador: Site Supervisor: Notified of Results Orr Construction Company Ken Yes Specialty ContractorfType: Site Representative. or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes With the exception of: Field Activities Orr Construction Company was placing steel for all the interior pads and the eievator wall. Terracon was unable to perform concrete tests due to overlaps In scheduling. Notice Tech.: D. Griest This report presents opinions formed as a result of our observation and the attached test results. The presence and activities Reviewed by: :I- ~ Terracon's on.site field representative do not relie\le the contractor's obligation to meet contractual requirement. The test :t!sented are not the sole basis for opinion on whether construction meets specifications. " THIS DFR IS FINAL Date: 9/19/01 A final report is the instroment of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Daily Field Repo,t Project No.: 25012311 I Date: 9/11/01 I Weather. Sunny I Temp ("F): Client: Orr Construction Company'. .. ... 4414 Vine Street i Denver, Colorado 80~16 S E ~ 2 :: 2J C 1 " i 80 I Pagel ofl Project Name: ADP Office Building Project Location: 4720 Independence Street Wheat Ridge, Colorado 80033 , , . i i r"'''. i ~._, General Contrador: Orr Construction Company Site Supervisor: Ken Notified of Results Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: With the exception of: Field Activities Terracon arrived on-site to perform steel inspection and concrete; however, without notice the pour was rescheduled for tomorrow. Notice This report presents opinions formed as a result of our observation and the attached test results. The presence and activities _ Terracen's on-site field representative do not relieve the contractor's obligation to meet contractual requirement. The test -esented are not the sole basis for opinion on whether construction meets specifications. Tech.: D. Griest Reviewed by: 9, ~ THIS DFR IS FINAL A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and eVElluated by the project manager. Date: 9/19/01 RECEIVED lrerracon 10625 West 1-70 Frontage Rd N, Suite 3 Vheat Ridge, CO 80033 J03.423.3300 JAN 1 5 2002 Daily Field Project No.: 25012311 Project Name: ADP Office Building Date: 9/10/01 Weather. Sunny Temp (OF): 85 Page 1 of 1 Project Location: 4720 Independence Street Wheat Ridge, Colorado 80033 Client: Orr Construction Company 4414 Vine Street Denver, Colorado 80216 General Contractor: RCC Site Supervisor: Ken Notified of Results Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) Levi Bill/Dan Yes 2) CASi Andres Yes 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: I~ Field Activities CASI was just arriving on-site to remove the bad asphalt patch for the 20 x 30 foot section located at the west entrance at the site on Independence Street. Terracon tried to drive a hand sample into the soil subgrade. Due to too many rocks and cobble, there was no way of getting a hand sample. An observation was made of the subgrade for the areas of Independence Street and the south lane of the frontage road. Terracon was only able to get compaction tests on the final lift for the patch on the 1-70 Frontage Road because Terracon left for 1-1/2 hours, and the first lift was to be ready for testing upon return. When Terracon arrived on-site as requested the whole section was done. When Terracon talked to CASI, the final lift still needed to be compacted on the patch. Roberto hit a parked Terracon truck with a CASI equipment truck. Notice This report presents opinions formed as a result of our observation and the attached lest results. The presence and activities ~Terracon's on-site field representative do not relieve the contractor's Obligation 10 meet contractual requirement The test ~ented are not the sole basis for opinion on whether construction meets specifications. HIS DFR IS FINAL A final repon. is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. Tech.: T. Venerable Reviewed by: Date: 9/13/01 RECEIVED lrerracon 10625 West 1-70 Frontage Rd N, Suite 3 Wheat RJdge, CO 80033 303.423.3300 OCT 2 3 Z001 Daily Field Project No.: 25012311 Project Name: ADP Office Building Date: 9/5/01 Weather. Sunny Client: Temp rF): 85 Paget of1 Project Location: 4720 Independence Street Wheat Ridge. Colorado 80033 Orr Construction Company 4414 Vine Street Denver, Colorado 8021,6 General Contractor: Orr Construction Company Site Supervisor: Ken Moore Notified of Results Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes With the exception of: Field Activities Terracon arrived on-site to perform reinforcing steel observations. Terracon observed the north and west sides of the building and observed footing for stairs and elevator. Notice This report presents opinions fanned as a result of our observation and the attached test results. The presence and activities .Terracon's on.site field representative do not relieve the conb"actor's obligation to meet contractual requirement The test ~sented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed witt! and evaluated by the project manager. Tech.: B. Bramley Reviewed by: 9- Date: 10/8/01 lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 'Iheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 8-31-C 1 I Weather. Sunny I Temp (OF): 85-90 I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company ~ --.,.--.- ... 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 ,....-, ... --1-'1 , \.. ~ -' :.,.. :j _:....,1 ",!_, Wheat Ridge, Colorado 80033 , ". . ' '. .'-- General Contractor: Site Supervisor: - Notified of Results N.G.Orr Kenneth Moore Yes Specialty ContractorfType: Site Representative, or Foreman: Notified of Results 1) 21 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes 1 pump, 1 water hoe and 1 vibrator With the exception of: Field Activities Contractor was placing concrete for south side building wail footings as well as stairway no. 3 footings. Terracon performed concrete tests and sampling of concrete and cast 1 set of 4 concrete strength specimens. I Notice Tech.: T. Evans This report presents opinions formed as a result of our observation and the attached lest results. The presence and aclivities 9 ~-^-- ~ "macon's on-site field representalive do nol relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: sented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 9-14-Cl A final report i$ the instrument of service of the profe$&ional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report - 10625 West 1-70 Frontage Rd N, Suite 3 Wheat RIdge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 8-28-01 I Weather: Sunny I Temp (OF): 85 I Pagel of1 Project Name: ADP Office Building Client: Orr Construction Compa,iy: . -.--- - - - , 4414 Vine Street I Project Location: 4720 Independence Street Denver, Colorado 802161 SEP c, 0 2 [JO 1 ~ 0 Wheat Ridge, Colorado 80033 i .. I r' ~ ~-. . . i - -- --..._- General Contractor: Site Supervisor: Notified of Results Orr Construction Ken Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) Levi Excavating Cecil Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: With the exception of: Field Activities Levi Excavating was applying moisture and a compactive effort to the waterline from manhole no. 2 to Independence and manhole no. 2 north to the northwest corner of the building. Notice Tech.: D. Griest This report presents opinions fonned as a result of our observation and the attached test results. The presence and activities Reviewed by: 4~ "'erracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test -esented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 9-17-01 A final report il the instrument of service of the profe5sional in responsible chargs. Ally conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon 10625 West 1-70 Frontage Rd N, Suite 3 Wheat RIdge, CO 80033 303.423.3300 Daily Field Report Project No.: 25012311 Project Name: ADP Office Building I Date: 8/28/01 I Weather. Sunny I Temp ("F): Client: Orr Construction Company 4414 Vine Street Denver, Colorado 8021.6 85 I Pagel 011 Project Location: 4720 Independence Street Wheat Ridge, Colorado 80033 .s.~P 2 'j ;:'01 General Contractor: Orr Construction Company Site Supervisor: Ken . No'tified i3f Results Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities The contractor had the subgrade for footings ready lor density tests. They applied moisture and a compactive effort. Notice This report presents opinions fanned as a result of our observation and the attached test results. The presence and activities _T erracan's on.site field representative do not relieve the contractor's obligation to meet contractual requirement. The test ~sented are nol the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. Tech.: J. Mohler Reviewed by: 9.~ Date: 9/17/01 lrerracon Daily Field Report 10625 West /.70 Frontage Rd N, Suite 3 Wheat RIdge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 8-27-01 I Weather: Sunny I Temp (OF): 80 I Page 1 of1 . ~ ~ ,- -- - - - ~, Project Name: ADP Office Building Client: Orr Construction Compa~y ; ~ ',"- . 4414 Vine Street , , Project Location: 4720 Independence Street Denver, Colorado 80216: SfP 2 3 2001 Wheat Ridge. Colorado 80033 . General Contractor: Site Supervisor: Notified of Results Specially ContractorfType: Site Representative. or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: With the exception of: Field Activities Terracon arrived on site to perform density test for the footings and waterline; however, no tests were taken on either trip. Notice Tech.: D. Griest This report presents opinions formed as a result of our observation and the attached test results. The presence and activities "- ',rracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: 9. ~ asented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 9-17-01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from Ulis report should be discussed with and evaluated by the project manager. - I RF:CFI\.Il=O lrerracon I SEP 0 4 2001 Daily Field I Gi\,~ 10625 West 1-70 Frontage Rd N, Suite 3 RCPpOI'AN.~ Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Dale: 8-23-01 I Weather. Sunny T Temp (OF): 85 I Pagel ofl Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Ken Yes Specialty ContractorlType: Site Representative, or Foreman: Nollfled of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: Field Activities Contractor was applying moisture and a compactive effort for sanitary sewer trench backfill. Notice Tech.: K. Ruff This report presents opinions formed as a result of our observation and the attached test results. The presence and activities 7l ./1 A 1 ...T'!irracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: sented are not the sole basis for opinion on whether construction meets specifications. -v _ THIS DFR IS FINAL Date: 8-29-01 A final report Is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. . . lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 J03.423.3300 Project No.: 25012311 I Date: 8-22-01 I Weather. Sunny I Temp (OF): 85 I Page 1 of1 Project Name: ADP Office Building Client Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Ken Yes Specialty ConlractorlType: Site Representative. or Foreman: Notified of Results 1) Levi Cecil Yes 2) 3) Type of Earthmoving Equipment and No. of Units; General Confonnance with Project Requirements: Loader. Water truck & Trackhoe With the exception of: Field Activities Levi Excavating was applying moisture and a compactive effort to the waterline between manhole H2 and Independence Street. Notice Tech.: D. Griest This report presents opinions formed as a result of our observation and the attached test results. The presence and activities q. ,~A J ..l 2elT8con's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: 'sented are not the sole basis for opinion on whether construction meets specifications. .1"" ~ . "IS DFR IS FINAL Date: 9-12-01 A final report is the instrument of seMee of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 J03.423.3300 Project No.: 25012311 I Date: 8/17/01 I Weather: Sunny I Temp ("F): 85 I Page 1 of1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) CO" Asphalt James 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes 1 Backhoe; 1 Compactive Roller With the exception of: Field Activities Terracon arrived on-site to observe the compactive effort of two street cuts. The subgrade on Independence contained adequate moisture but contained cobble. not allowing for nuclear gauge readings. Observations made in both street cuts showed that a compactive effort with added moisture stabilized the roadway subgrade Notice Tech.: J. Andersen This report presents opinions fanned 8$ a result of our observation and the attached test results. The presence and activities Reviewed by: q, AA 7 ,; _Terracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test 'sented are not the sole basis for opinion on whether construction meets specifications. ", , otiS DFR IS FINAL Date: 8/21/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evalua1ed by the project manager. Rr-CEIVED lrerracon OCT 2 6 2001 Daily Field - 10625 West 1-70 Frontage Rd N, Suite 3 ,\PANY Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 8/16/01 I Weather. Clear & Sunny I Temp rFJ: 75-95 I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorlType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: 1 Backhoe with Sheepsfoot Wheel; 1 Water Hose; 1 Loader; 6 Men With the exception of: Field Activities Terracon arrived on.site as requested for two visits on this day to perrorrn moisture/density tests on the utility trench backfill. On both visits, the contractor had not backfilled material as planned. Terracon was requested by Ken Moore with Orr Construction Company to stand.by on.site as he anticipated the contractor would be placing backfill. No tests were perrormed. Terracon obtained one native soil sample and returned it to our laboratory for further analysis. Notice Tech.: T. Evans This report presents opinions formed as a result of our observation and the attached lest results. The presence and activities 1. rn.. J - Terracen's on.site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: "esented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 10/22/01 A final report is the instrument of sel"ll'ice of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. RECSIV!~~51 lrerracon OCT 2 6 1001 J Daily Field R c/' 10625 West ).70 Frontage Rd N, Suite 3 pOiI~:YOANY Wheat Ridge, CO 80033 303.423.3300 Project No.: 25012311 I Date: 8/16/01 I Weather: Clear & Sunny T Temp (OF): 75-95 I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge. Colorado 80033 General Contractor: Site Supervisor: Notified of Results Orr Construction Company Ken Moore Yes Specialty ContractorfType: Site Representative. or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: 1 Backhoe with Sheepsfoot Wheel; 1 Water Hose; 1 Loader; 6 Men With the exception of: Field Activities Terracon arrived on-site as requested for two visits on this day to perfomn moisture/density tests on the utility trench backfill. On both visits, the contractor had not backfilled material as planned. Terracon was requested by Ken Moore with Orr Construction Company to stand-by on-site as he anticipated the contractor would be placing backfill. No tests were perfomned. Terracon obtained one native soil sample and returned it to our laboratory for further analysis. Notice Tech.: T. Evans This report presents opinions formed as a result of our observation and the attached test results. The presence and activities cJ. I"hJ Terracon's on.site field representative do not relieve the contractor's obligation to meet contractual requirement. The test Reviewed by: resented are not the sole basis for opinion on whether construction meets specifications. II THIS DFR IS FINAL Date: 10/22/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Repolt 10625 West 1.70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 J03.423.3300 Project No.: 25012311 I Date: 8/16/01 I Weather. Sunny I Temp ("F): 80 I Pagel ofl Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 > Wheat Ridge, Colorado 80033 General Contrador: Site SupeRVisor: Notified of Results Orr Construction Company Ken Yes Specialty ContractorfType: Site Representative. or Foreman: Notified of Results 1) High Grade Excavating 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes Blade: Loader With the exception of: Field Activities High Grade Excavating was applying moisture and a oompactive effort to the parking lot subgrade south and west of the building pad. We obtained a sample for a Proctor and lab testing. Notice Tech.: D. Griest This report presents opinions fanned as a result of our observation and the attached test results. The presence and acti\lities Reviewed by: Q. ~j L-_!erracoo's on-site field representative do not relie~ the contractor's obligation to meet contractual requirement. The test .~sented are not the sole basis for opinion on whether construction meets specifications. ,illS DFR is FINAL Date: 8/21/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1.70 Frontage Rd N. Suite 3 Wheat Ridge, CO 80033 J03.423.3300 Project No.: 25012311 I Date: 8/15/01 I Weather: Sunny I Temp rF): 80+ I Page 1 of1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results ADP Tom Yes Specialty ContractorfType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: No With the exception of: Field Activities Terracon arrived on-site to perfomn moisture/density testing to the sewer trench backfill on the west side of the project in the street. The backfill material contained cobble, which gave inaccurate results with the nuclear gauge. Observations of the subgrade indicated a near optimum moisture content and stable surface. Observations were made on Independence and about 350 feet south of the frontage road. Notice Tech.: J. Redman This report presents opinions fanned as a result of our observation and the attached lest results. The presence and activities _T erracon's on-site field representative do not relieve the contractor's obligation to meet contractual requirement The test Reviewed by: C) . fI'V1.. -' " ~sented are not the sole basis for opinion on whether construction meets specifications. rHIS DFR IS FiNAL Date: 8/21/01 A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the project manager. lrerracon Daily Field Report 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 ;03.423.3300 Project No.: 25012311 I Date: 8/14/01 I Weather: Cioudy I Temp (oF): 75+ I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Coiorado 80216 - Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results ADP Tom Yes Specialty ContractorfType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: L Field Activities Terracon arrived on-site to perform moisture/density tests in the sewer trench backfill in the street; however, the trench was aiready covered with a steel plate. Therefore, no tests were taken. Notice Tech.: J. Redman l:is report presents opinions formed as a result of our observation and the attached test results. The presence and activities Reviewed by: el, /lI1A,J... erracon's on-site field representative do not reliew the contractor's obligation to meet contractual requirement The test 'sented are not the sole basis for opinion on whether construction meets specifications. .HIS DFR IS FINAL Date: 8/21/01 / A final report is the instrument of service of the profeSSional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluat&d by the project manager. lrerracon 10625 West 1-70 Frontage Rd N, Suite 3 Wheat Ridge, CO 80033 303.423.3300 Daily Field Repolt Project No.: 25012311 Project Name: ADP Office Building I Date: 8/13/01 I Weather: Client: I Temp rF): Orr Construction Company 4414 Vine Street Denver, Colorado 80216 I Pagel 011 Project Location: 4720 Independence Street Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results Specialty ContractorfType: Site Representative, or Foreman: Notified of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes With the exception of: Field Activities Terracon arrived on-site as requested to perfomn moisture/density testing on the building pad fill. Notice This report presents opinions formed as a result of our observation and the attached test results. The presence and activities LTerracon's on-site field representatiw do not reliew the contractor's obligation to meet contractual requirement The test "<;!sented are not the sole basis for opinion on whether construction meets specifications. CHIS DFR IS FINAL A final report is the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the projeet manager. Tech.: K. Clark Reviewed by: Ll/Ml..... Dale: 8/21/01 / lrerracon Daily Field Repolt 10625 West 1-70 Frontage Rd N, Suite 3 (heat Ridge, CO 80033 ~03.423.3300 Project No.: 25012311 I Date: 8-10-01 I Weather. Sunny I Temp (OF): 70's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results ORR Yes Specialty ContractorfType: Site Representative, or Foreman: Notified of Results 1) High Grade Excavating Milo Yes 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes With the exception of: moisture/density test nos. 4, 5 & 11 . Field Activities High Grade Excavating applied moisture and a compactive effort to building pad fill. Notice Tech.: D. Brubaker This report presents opinions formed as a result of our observatton and the attached lest resu"s. The presence and activities ...-Tf!rraeon's on--site field representative do not relieve Ihe contractor's obligation to meet contractual requirement The lest Reviewed by: a,~ L sented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL , Date: 8-23-01 A final repott ia the instrument of service of Ine professional in responsible charge. Any cor+clusions drawn from this report should be discussed with and evaluated by the project manager. . R?:':Cr=::VFQ I lrerracon Daily Fi~;;J't 10625 West 1-70 Frontage Rd N, Suite 3 - 'heat Ridge, CO 80033 J3.423.3300 Project No.: 25012311 I Date: 8-9-01 I Weather Cloudy/Rain I Temp (OF): 70's I Page 1 of 1 Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 80216 Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Notified of Results ORR Yes Specialty ContractorfType: Site Representative, or Foreman: Notified of Resutts II High Grade Excavating Milo Yes 2) 31 Type of Earthmoving Equipment and No. of Units: General Confonnance with Project Requirements: Yes I 2 966D With the exception of: I ~ Field Activities High Grade Excavating appiied moisture and a compactive effort to building pad fill. Notice Tech.: D. Brubaker This report presents opinions formed as a result of our observation and the attached lest results. The presence and activities Reviewed by: 4.~ Ierracon's on.site fie!d representaUve do not relieve the contractor's obligation to meet contractual requirement. The test oented are not the sole basis for opinion on whether construction meets specifications. THIS DFR IS FINAL Date: 8-23-O{ A final report Js the instrument of service of the professional in responsible charge. Any conclusions drawn from this report should be discussed with and evaluated by the Pfoject manager. lrerracon Daily Field Report 10625 Wes1I-70 Frontage Rd N, Suite 3 ''Vheat Ridge, CO 80033 ,03.423.3300 Project No.: 25012311 I Dalo: 8-1-01 I Weather. Sunny I Temp (oF): 85 I Page 1 ofl Project Name: ADP Office Building Client: Orr Construction Company 4414 Vine Street Project Location: 4720 Independence Street Denver, Colorado 8021~ Wheat Ridge, Colorado 80033 General Contractor: Site Supervisor: Nollfied of Results Orr Construction Rick & Ken Moore Yes Specially ContractorfType: Site Representative, or Foreman: Notffied of Results 1) 2) 3) Type of Earthmoving Equipment and No. of Units: General Conformance with Project Requirements: Yes WIth the exception of: > Field Activities Orr Construction had scheduled moisture/density tests for the building pad fill. They were importing material from a Golden site named Hilton Garden Inn and Springhill Suites. They had scarified the sub-base and moisture conditioned with a disc before placing the imported material. They had placed about 8 inches of fill at the time of the first testing. We performed a test and resampled the material because it seemed to be at optimum moisture but the test was low. We were infomned that no more fill would be placed until results were detemnined in our lab. Notice Tech.: J. Mohler This report presents opinions fotmed as a result of our observation and the attached test results. The preHnc8 and actIlJities Reviewed by: tl ,.4/1 -"_ f TarTacon's on-site field representaUw do not reti...., the contractor's obligation to meet contractuaJ requirement The test lnted are not the $Ole basi. for opinion on whether construction meets specifications. , - / 1 tlls DFR 15 FINAL Date: 8-10-01 A final report is the instrument of service of the professional in responsible charge. Any c:onclustont drawn from this report should be discussed with and evaluated by the project manager. i~np ~nd.t. It...- 509 West Kiowa Fort Morgan, CO 80701 Bus: 303-941.9272 Date: 11/20/01 Page 1 of 1 Inspex J/N: 21153 Client J/N: Verbal r::::---- , -.- I i , I - - - -, NOV 2 7 2001 Project Name: ADP Building Client's Name: On Construction Description of Work: VT of structural steel erection. Persons NotiIred of Results: K. Moore/Orr Observations: Per the request of K. Moore of Orr Construction, visual inspection of the erection of structural steel was performed with results as noted in the following locations: Roof level, lines A-F, 1-9: Deck welding and side lap screw placement acceptably complete in all areas. Roof level, line 4, E-F; line C.4, 1-2: Bar joist welding acceptably completed; conditions originally reported 11/8/01. Connection repairs and modifications acceptably complete per Monroe & Newell fax specifications dated 10/26/01 except for item #7 where drilled insert placement was noted as incomplete to date. in~p ~ndt. IJ...- 509 West Kiowa Fort Morgan, CO 80701 Bus: 303-941.9272 Page 1 of 1 Rr-C:~l\'r- ')-1 Date: 11/8/01 =J~: ::: "'~,::o:';~ :D::J Project Name: ADP Building Client's Name: Orr Construction Description of Work: VT of structural steel erection. Persons Notified of Results: K. Moore/Orr Observations: Per the request of K. Moore of Orr Construction, visual inspection of the erection of structural steel was performed with results as noted in the following locations: Level 2, lines A-F, 1-9: Form deck welding acceptably complete in all areas. Roof level, lines A-F, 1-9: A325 bolt connections and bar joist welding acceptably complete in all areas except at line 4, E-F and at line C.4, 1-2 where joist welding was noted as incomplete to date. Hrs. Today: Larry D. Thorblornson ~ 82~2270~ ~WI in~p ~ndt. II....lIlI 509 West Kiowa Fort Morgan, CO 80701 Bus: 303.941-9272 Date: 10/24/01 Page 1 of 1 Inspex J/N: 21153 Client J/N: Verbal RECEIVED OCT 3 0 2001 Project Name: ADP Office Building Client's Name: Orr Construction ORR OANY CONSiRUCi\O"l CO:>'1, Description of Work: VT of structural steel erection. Persons Notified of Results: K. Orr/Orr Construction Observations: Per the request of K. Orr of Orr Construction, visual inspection of the erection of structural steel was performed at Level 2 at lines A-F, 1-9. Bar joist welding was noted as acceptably complete in all areas except at lines D-F, 6-9 where structural erection was noted as incomplete to date. in~p ~ndt. II....- 509 West Kiowa Fort Morgan, CO 80701 Bus: 303-941-9272 lRECEIVED OCT 1 0 2001 ORR CONSTRUCTION COMPANY Date: 10/2/01 Page 1 0 Inspex 1/N: 21153 Client 1/N: Verbal Project Name: ADP Building Client's Name: Orr Construction Contractor: Erectors & Fabricators Description of Work: VT of structural steel fabrication. Persons Notified of Results: A. Lawson/Erectors & Fabricators " Observations: Per the request of A. Lawson & Fabricators, visual inspection of the fabrication of structural steel was performed with no deficient conditions noted for the following members: Columns-- I ea. #Al, D3, B4, A6, D6, E6, G6, H6, K6, A7, E7, H7, K7. 2 ea. #B2. 1 ea. #B6, C6, B7, C7, D7, G7: Fit-up acceptable; component welding ongoing this date. cs Hrs. Today: / " in~p ~ndt. ,...... 509 West Kiowa Fort Morgan, CO 80701 Bus: 303.941.9272 Date: 9/26/01 Page 1 of 1 Inspex J/N: 21153 Client J/N: Verbal Project Name: ADP Building Client's Name: Orr Construction Contractor: Erectors & Fabricators ') I I I OCT 0 2 2001 I ~ ~ .~, \ J - "v I --.--._-J Description of Work: VT of structural steel fabrication. Persons Notified of Results: A. Lawson/Erectors & Fabricators Observations: Per the request of Erectors & Fabricators, visual inspection of the fabrication of structural steel was performed with not deficient conditions noted for the following members: Columns-- I ea. #AI, A3, A4, AS, Bl, B3, B4, BS, Cl, C2, C3, C4, D3, D4. 2 ea. #A2. i \. Hrs. Today: 2. '" 'II: .<= - ~ ~ 0 Z "0 CU'" 0", 0::0 OlO 0>00 _C'l.1 00- -,r;.,. c: "'C o;:n ,"o,>~ o e ("') ("') ""l,!tC li:o'7'7 ~ <3 ~ ~ h:~ifbt~, ~ ~ ~~~ r~~~; ~ ~ a: !:?!:?..z: ~1ii ~ a' ~1!~ 1i'i,~ ~ :s: c.. u. "'~ 0 .> z ~u W);~ Q) i1i UJ~li In 0 0: ...I w, w; ~ '&is z o ~ 0' U:.:: :z: ~, c o u I! '- LI r- u.; 0' ~ ~: .~ ~:S: ~ . ::Jl', Cf! ,'.;..'./r ,;~~ ~~~; ;",' ,j.,......:' :;{~~ ~+,,(.' >. c: '" co c. ~ E N o 0 (.J co C"Q).g ~e.Q~ "iii 2 Q) 8 u; c: g:> Q) (.J ..,. > ~ ~ c: O~ ..,. " ..,.0 1'<;':';;0' ....:'t .......", ~ .. 5 ::: .. ~ z'C '0 1:< ~-g u.. 2i (ij ~ 3: CIl > E 0 0 (.J e . M - CIl " c: '" ~ .. 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"C 0" .. .2 I! c: '> .:: -= ~ ~ CJcc ... 0 " 0 (;j .. ~ ;; .. .. .. U ...,. > a. 0 " .. " ~ u E E u ~ ~ c: '" .c: .0 " .2 ~ .. .. 0 0 ...,. " C ,... 3: 0 ... 9'S'S -' ...,. C <( ...,. ~ .. .2 in ~ ~tTa ... -.... ... , '.. ~ ~ .. .. u '" .. '00 .J! ;; Ell 0 ~ a. .... .. .. -' .2 '" '0'0' E .. ca.. Qj ... Cia '" ~ z'" z.... U g ~ ~ '" QiQ) "C ::> ~ c<1: ..-' ti '.. :~ :::;:::; r- !'g 'i5'~ ::> .. ~ a. Q. ~ ~ in "":N (J", 11.~ '" '" RECEIVED CONCRETE COMPRESSIVE STRENGTH TES " Report Number: 25012311.0022 Service Date: February 19, 2002 nt: Orr Construction Company Attn: Ken Moore 4414 Vine Street Denver CO 80216 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 1000 Plant: 731 Supplier: Aggregate Industries Truck No: 55 Mix 1.0. No.: 6420150 Water Added Onsite Before Test: 4 Gallons Ticket No: 643990 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: AOlbient Temperature, 0 F: F ic Unit Weight, pcf: Laboratory Test Data Result 4.25 5.0 71 48 lrerracon MAR 0 1 2002 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80003 (303) 423-3300 ORR CONSTRUCTION COMP,\NY Report Date: February 27, 2002 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Sample Information Sample Time: 1030 Technician: Tim Evans Weather Conditions: Partly cloudy Accumulative Yards: 10/40 Placement Method: Direct Discharge Sample Locations: Station 13+00 Placement Location: Eastbound iane of south 1-70 Frontage Road, sidewalk, curb to gutter and concrete pan at the north entryway from station 11+75 to 13+60 Date Cast: February 19, 2002 Specification Test Method ASTM C-l72 ASTM C-31 ASTM C-143 ASTM C-1064 ASTM C-231 Set Specimen No. 10 5C Diameter Area (inches) (sq. inches) 4.00 12.57 5C 5C 5C 4" max 5-8 % 50 - 90 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (psi 02/26/2002 7 54,200 4,310 03/19/2002 28 03/19/2002 28 Hold Services - Perform the required concrete sampling and cast cylinders for compressive strength testing. Field Results Reported To: Ken Moore with Orr Const. Sampies made by Terracon. Technician: Tim Evans Renn>1 Distribution: (2) ;onstruction Company (1) ADP Facilities Planning Dept. The Terracon Companies, inc. Reviewed by: /J./h / Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracen. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 25012311.0011 Service Date: November 16, 2001 lrerracon 10625 Wesll-70 Frontage Road North Wheat Ridge, CoIOfado 60003 (303) 423-3300 ('Jient: Orr Construction Company Alln: Ken Moore 4414 Vine Street Denver CO 80216 Report Date: December 17, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Sample Information Sample Time: 0810 Date Cast: November 16, 2001 Technician: Justin Volkel Weather Conditions: Clear Accumuiative Yards: 26.0 Placement Method: Pump Sample Locations: Gridlines 7.0 x G.O Placement Location: Slab on deck, 1 st floor Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 0740 Plant: 718 Supplier: Aggregate Industries Truck No: 133 Ticket No: 5584 Mix 1.0. No.: 6401101 Water Added Onsite Before Test: 16 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, 0 F: Piastic Unit Weight, pcf: Laboratory Test Data Result 5.0 1.7 66 55 Specification Test Method 3-5 ASTM C-172 0-3 ASTM C-31 ASTM C-143 ASTM C-l064 ASTM C-231 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (pSi 11/23/2001 7 46,490 3,700 12/14/2001 28 70,480 5,610 12/14/2001 28 68,500 5,450 Average 5,530 Hold -.t Specimen .. iD 2C Diameter Area (inches) (sq. inches) 4.00 12.57 2C 2C 4.00 4.00 12.57 12.57 2C Services. Perform the required concrete sampling and cast cylinders for compressive strength testing. Samples made by Terracon. Technician: Justin Volkel The Terracon Companies, Inc. 9~ Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of lerracon. Test results transmitted herein are only applicable to the actual samples tested at the locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Report Distribution: (2) D- Construction Company (1: Facilities Planning Dept Reviewed by: Page 1 of 1 Dl'-'~I(er CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 25012311.0007 Service Date: November 14, 2001 lrerracon 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80003 (303) 423-3300 "'-,nt: Orr Construction Company Altn: Ken Moore 4414 Vine Street Denver CO 80216 Report Date: December 13, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Sample Information Sample Time: Technician: Justin Volkel Weather Conditions: Clear Accumulative Yards: 39.0 Ticket No: 73105167 Placement Method: Pump Sample Locations: Gridlines C.5 x 6.0 Placement Location: Slab on deck, 1 st floor Date Cast: November 14, 2001 . Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: Plant: 731 Supplier: Aggregate Industries Truck No: 535 Mix 1.0. No.: 6401101 Water Added On site Before Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, 0 F: Ambient Temperature, 0 F: Plastic Unit Weight, pcf: Laboratory Test Data Result 6.0 1.4 75 60 Specification 3-5 N/A 50 - 90 Test Method ASTM C-l72 ASTM C-31 ASTM C-143 ASTM C-l064 ASTM C-231 lC lC 4.00 4.00 12.57 12.57 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (psi 11/21/2001 7 42,130 3,350 12/12/2001 28 61 ,430 4,890 12/12/2001 28 63,680 5,070 Average 4,980 Hold . Specimen .J. 10 - Diameter Area (inches) (sq. inches) 4.00 12.57 lC lC Services. Perform the required concrete sampling and cast cylinders for compressive strength testing. Field Results Reported To: Ken Technician: Justin Volkel Report Distribution: (2) ~- Construction Company (1) Facilities Planning Dept. The Terracon Companies, Inc. Reviewed by: 4.~ / Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results b"ansmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 ofl '"-,"-""' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 25012311.0014 Service Date: November 21,2001 Ct'L: 0 5 ?On1 lrerracon 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80003 (303) 423-3300 "'lient: Orr Construction Company AUn: Ken Moore 4414 Vine Street Denver CO 80216 Report Date: November 29, 2001 Project: ADP Office Buiiding 4720 Independence Street Wheat Ridge Project Number: 25012311 Sample Information Sample Time: 0805 Technician: Lisa Beatty Weather Conditions: Clear Accumulative Yards: 22.0 Ticket No: 72611285 Placement Method: Pump Sample Locations: 15' Wand 10' N of the SE corner Placement Location: Slab on grade tor the 1 st floor Date Cast: November 21,2001 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 0655 Plant: 72 Supplier: Aggregate Industries Truck No: 278 Mix 1.0. No.: 6420150 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,O F: Ambient Temperature, 0 F: Plastic Unit Weight, pct: Laboratory Test Data Result 6.0 8.3 55 50 Specification 5" Max 5-7 50 - 90 Test Method ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-l064 ASTM C-231 ~~t Specimen oJ. ID 3C Diameter Area (inches) (sq. inches) 4.00 12.57 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (psi 11/28/2001 7 53,680 4,270 12/19/2001 28 12/19/2001 28 Hold 3C 3C 3C After sampling this load, the pump hose got clogged, the contractor rejected the load because of large chunks in the load. Services. Perform the required concrete sampling and cast cylinders tor compressive strength testing. Samples made by Terracon. Technician: Lisa Beatty The Terracon Companies, Inc. tj;2 n,~ Jesse Mohler Project Manager The tests were perfonned in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Report Distribution: (2\a~r Construction Company (~. ,:> Facilities Planning Dept. Reviewed by: --- Page 1 of 1 0,_,"'-0(., CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 25012311.0015 Service Oate: November 21,2001 lrerracon 10625 West 1-70 Frontage Road North Wheal Ridge, Colorado 80003 (303) 423-3300 -'ient: Orr Construction Company - Atln: Ken Moore 4414 Vine Street Denver CO 80216 Report Oate: November 29, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Sample Information Sample Time: 1000 Date Cast: November 21,2001 Technician: Lisa Beatty Weather Conditions: Clear Accumulative Yards: 60/120 Placement Method: Pump Sample Locations: 50' E & 10' N of the SE comer Placement Location: Slab on grade for the 1 st floor Material Information SpeCified Strength: 4000 psi @ 28 Days Batch Time: 0740 Plant: 718 Supplier: Aggregate Industries Truck No: 280 Ticket No: 71805694 Mix I.D. No.: 6420150 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, 0 F: Ambient Temperature, 0 F: Plastic Unit Weight, pcf: Laboratory Test Data Result 4.5 4.4 70 50 Specification 5" Max 5-7 50 - 90 Test Method ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-l064 ASTM C-231 !::.!!.ot Specimen .,J. ID 4C Diameter Area (inches) (sq. inches) 4.00 12.57 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (psi 11/28/2001 7 31,700 2,520 12/19/2001 28 12/19/2001 28 Hold 4C 4C 4C Services. Perform the required concrete sampling and cast cylinders for compressive strength testing. Samples made by Terracon. Technician: Lisa Beatty The Terracon Companies, Inc. 9-' I'M- Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM. AASHTO. or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Report Distribution: (2' -- - Construction Company (1t,epo~ Facilities Planning Dept. Reviewed by: Page 1 of 1 tl"'-l_K.,. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 25012311.0011 Service Date: November 16, 2001 lrerracon Batch Time: 0740 Plant: 718 Supplier: Aggregate Industries Truck No: 133 Mix I.D. No.: 6401101 Water Added Onsite Before Test: 16 Gallons Field Test Data Test Ticket No: 5584 Report Date: November 26, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Sam ole Information Sample Time: 0810 Technician: Justin Volkel Weather Conditions: Clear Accumulative Yards: 26.0 Placement Method: Pump Sample Locations: Gridlines 7.0 x G.O Placement Location: Slab on deck, 1 st floor 10625 West 1-70 Frontage Road North Wheat,BLdge,Col~rado_ 80003 (303)42~300-. I" I I NOV292001 I r" L_:.....:.__ .", ,. 'ient: Orr Construction Company Alln: Ken Moore 4414 Vine Street Denver CO 80216 Material Information Specified Strength: 4000 psi @ 28 Days Dilte Cast: November 16, 2001 Result Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, 0 F: Plastic Unit Weight, pcf: Laboratory Test Data 5.0 1.7 66 55 Specification 3-5 0-3 Test Method ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-l064 ASTM C-231 }t Specimen ,'0. ID 2C Diameter Area (inches) (sq. inches) 4.00 12.57 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (psi 11/23/2001 7 46,490 3,700 12/14/2001 28 12/14/2001 28 Hold 2C 2C 2C Services - Perform the required concrete sampling and cast cylinders for compressive strength testing. Samples made by Terracon. Technician: Justin Volkel Report Distribution: (7' - Construction Company ("i. .IP Facilities Planning Oept The Terracon Companies, Inc. O~ / Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exctusively for the use of the client indicated above and shan not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Reviewed by: - Page 1 ofl O'''-'-'''-f CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 25012311.0007 Service Date: November 14, 2001 lrerracon 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80003 (303) 423-3300 Batch Time: Plant: 731 Supplier: Aggregate Industries Truck No: 535 Mix I.D. No.: 6401101 Water Added Onsile Before Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, 0 F: Ambient Temperature, 0 F: Plastic Unit Weight, pct: Laboratory Test Data Ticket No: 73105167 Report Date: November 21, 2001 Project: ADP Office Building 4720 Independence Street Wheat Ridge Project Number: 25012311 Sample Information Sample Time: Technician: Justin Volkel Weather Conditions: Clear Accumulative Yards: 39.0 Placement Method: Pump Sample Locations: Gridlines C.5 x 6.0 Placement Location: Slab on deck, 1 st fioor ~O'J 2 q t!JOl Jnt: Orr Construction Company Attn: Ken Moore 4414 Vine Street Denver CO 80216 Material Information Specified Strength: 4000 psi @ 28 Days Date Cast: November 14, 2001 Result 6.0 1.4 75 60 Specification 3-5 N/A 50 - 90 Test Method ASTM C-l72 ASTM C-31 ASTM C-143 ASTM C-l064 ASTM C-231 _et Specimen No. ID lC Diameter Area (inches) (sq. inches) 4.00 12.57 Age at Maximum Compressive Date Test Load StrenWh Tested (days) (Ibs) (psi 11/21/2001 7 42,130 3,350 12/12/2001 28 12/12/2001 28 Hoid lC lC 1C Services - Perform the required concrete sampling and cast cylinders for compressive strength testing. Field Resuits Reported To: Ken Technician: Justin Volkel The Terracon Companies, Inc. r'~ Jesse Mohler Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracen. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Report Distribution: ,.. '~r Construction Company JP Facilities Planning Dept. Reviewed by: Page 1 of 1 gl.,/Mtgl-F_o:.r Compressive Strength Test Report In g8neral compliance with ASTM. llerracon Terracen Project No. 25012311 20 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031423-3300 Report No. Client Orr construction Company 4414 Vine Street Denver, Colorado 80216 ProjectADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 11/02/01 Time: 0900 Sampled by: R. Baqbv Placement Description: Curb and qutter south side of the parkinq lot Material: (concrete, grout. mortar) CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 71805311 Mix l.D. No.: 6454520 days 4500 Industries Truck No.: 193 psi Sample Location: South side of the parkinq lot, west curve median Coarse aggregate size: -- Admixtures: -- Placement Method: DIRECT DISCHARGE Batch size leu.yd.): 10.0 Cu.Yd placed: 10.0 Water added on site, gal.: 0 (direct discharge. crane and buckel, pump) Batch time: 0758 Time in mixer. min.: 62 Field Test Data (tne preceeding information obtained from delivery ticket! Test Slump. in. Air Content, % Result 1.5 5.4 70 65 Specification 4 max 5-8 Concrete Temperature. OF Ambient Temperature. OF Plastic Unit Weight, pct Laboratory Test Data (ASTM C 39) Nominal Specimen Size A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - - -- -- -- - - 11/09/01 11/30/01 11/30/01 7 28 28 Hold th, psi -- 4500 4500 - - 61320 , psi 4880 4x8 Date submitted to laboratory 11/03/01 Specimen No. Specimen Size. inches Cross-Section Area. sq. As Received Specimen W Tested By Date Tested Age at Test. days Fracture Type Min. Compressive Streng Total load. lbs. Compressive Strength Comments: Distribution: Notes: o Field mix and field test date provided by others txJ Field tests were perlormed in accordance with Sampling ASTM C 172. Casting SpeCimens C 31. Slump C143. Air COnlent C 173 or C 231. Temperature C '064. Unit Weight C 138 ~~0l2J[!][ll]~ abcdetu Fracture Types Reviewed by: C). y1~ / proiect Manaqer Compressive Strength Test Report In general complianc, with ASTM. llerracon Terracon Project No. Report No. 25012311 19 10625 W 1-70 Frontage Rd, St.: Wheat Ridge, CO 80033 (3031423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 ProjectADP Office Buildinq 4720 Independence Street Wheat Ridqe, COlorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 10/31/01 T;ma: 1210 Sampled by: C. Rows ton Placement Description: Curb and qut ter Material: (concrete, grout, mortarl CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 71304887 M;x I.D. No.: 6454520 days 4500 Industries Truck No.: 105 psi Sample Location: Parkinq lot Placement Method: DIRECT DISCHARGE Coarse aggregate size: -- Admixtures: -- Batch size (eu.yd.): 16.0 Cu.Yd placed: 16.0 Water added on site. gal.: 0 Batch time: 1134 Time in mixer. min.: 36 (the preceeding information obtained from delivery ticket) (direct discharge, crane and bucket, pump) Field Test Data Test Slump. in. Air Content. % Concrete Temperature. OF Ambient Temperature, OF Plastic Unit Weight. pet Result 4.25 5.1 70 Specification 4 max 5-7 Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received SpeCimen W Tested By D8te Tested Age at Test. days Fracture Type Min. Compressive Streng Total Load. Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- -- -- -- B.H. J.S. J.S. 11/07/01 11/28/01 11/28/01 7 28 28 Hold th, psi - - 4500 4500 -- 63870 85890 82340 . psi 5080 6830 6550 4x8 Date submitted to laboratory 11/01/01 Comments: Distribution: Notes: o Field mix and field t8St dati provided bV others !&J Field test. were performed in accordance with Sampling ASTM C 172, Cutin; SpecimeN C 31, Slump C143, Air Comel'l1 C 173 or C 231, Tempsrl1ure C 1064, Unit Weight C 138 ~ Q;J k~H21 IT] [ll] ~ abcdefu Fracture Types Reviewed by: 1dCi-. pro;ect Manaqer Compressive Strength Test Report In general compliance with ASTM. , terracon Terracon Project No. 25012311 19 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031423-3300 Report No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Oat.: 10/31/01 Sampled by: C. Rowston Placement Description: Curb and qutter Time: 1210 Material: (concrete, grout. mortarl CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 71304887 Mix 1.0. No.: 6454520 days 4500 Industries Truck No.: 105 psi Sample location: Parkinq lot Coarse aggregate size: -- Placement Method: DIRECT DISCHARGE Admixtures: -- Batch size (eu.yd.): 16.0 Cu.Yd placed: 16.0 Water added on site. gal.: 0 Batch time: 1134 Time in mixer, min.: 36 It !"Ie preceeding: information obtained from delivery ticketl (direct dischiilrge, crane and bucket, pump) Field Test Data Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pet Result 4.25 5.1 70 Specification 4 max 5-7 Laboratory Test Data (ASTM C 39) Nominal Specimen Size A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - u - - u B.H. 11/07/01 11/28/01 11/28/01 7 28 28 Hold Qth, psi u 4500 4500 u 63870 . psi 5080 4x8 Date submitted to laboratory 11/01/01 Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, Ibs. Compressive Strength Comments: [2J[][]0[]]~~ a bed e f u Fracture Types Notes: o Fieldmi)l and 1ield test data provided by others !Xl Fieldtestswereperformedinaccordancewith Sampling ASTM C 172. Casting Specimens C 31, StumpC143, Ai,ContentC 173 orC 231, Temperature C 1064, Unit Weight C 138 Reviewed by: C. !/!,,~ Pro;ect Manaqe~ Distribution: Compressive Strength Test Report In general compliance with ASTM. , lerracon Report No. 25012311 18 10625 W 1-70 Frontage Rd, St.3 Whaat Ridge. CO 80033 (303)423-3300 Terracon Project No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 10/11 / 0 1 Sampled by: T. Evans Placement Description: Elevator, 2nd level stairwell, trash enclosure & qenerator room walls Sample Location: 2nd Level stairway #2 Time: 1100 Material: (concrete, grout, mortar) CONCRETE north wall Design Strength at 28 days 4000 psi Material Supplier: LaFarqe Delivery Ticket No: 71804827 Truck No.; 190 Mix 1.0. No.: 6406150 Coarse aggregate size: 3/4 II Admixtures: -- Placement Method: Pump Idirectdischarge. cfaneandbucket,pump) Batch size lcu.yd.l: 10.0 Cu.Yd placed: 20.0 Water added on site, gal.: 10 Batch time: 1015 Time in mixer, min.: 45 Field Test Data Ithe preceeding Information obtained from delivery ticketl Test Slump, in. Air Content, % Result 4.0 5.6 65 45 Specification 2-4 5-7 Concrete Temperature. OF Ambient Temperature, OF Plastic Unit Weight. pef Laboratory Test Data (ASTM C 39) Nominal Specimen Size A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t..lbs. -- -- -- - - B.H. J.S. J.S. 10/18/01 11/08/01 11/08/01 7 28 28 Hold th, psi -- 4000 4000 -- 42960 61540 62050 . psi 3420 4900 4940 4x8 Date submitted to laboratory 10/12/01 Specimen No. Specimen Size. inches Cross. Section Area. sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load, lbs. Compressive Strength Comments: Notes: o Field mi:>c and field test data provided by others !Xl Field lests were performed in accordance Wit" Sampling ASTM C 172. Casting Specimens C 31, Slump C143. Air Content C 173 or C 231. Temperature C 1064, Unit Weight C 138 Distribution: ~~l2J0[]~~ a bed 8 f u Fraoture Types Reviewed by: CI i.~U-. / proiect Manaqer In general compliance with ASTM. llerracon Compressive Strength Test Report Terracon Project No. Report No. 25012311 lS OCT 2 4 2001 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 RECFIVFD ORii CONSTRUCTiCN CCMPANY Client Orr Construction Company 4414 Vine Street Denver, Colorado S0216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado S0033 Attn: Ken Moore Field Mix Data Sample Date: 10/11/01 T;me: 1100 Sampled by: T. Evans Placement Description: Elevator, 2nd level stairwell, trash enclosure & qenerator room walls Sample Location: 2nd Level stairway #2 north wall Material: (concrete, grout. mortar) CONCRETE Placement Method: Pump (direct discharge, crane and bucket, ~mpJ Design Strength at 2 8 days 4000 psi Material Supplier: LaFarqe Delivery Ticket No: 71804827 Truck No.; 190 M;x 1.0. No.: 6406150 Coarse aggregate size: 3 /4" Admixtures: -- Batch size (cu.yd.): 10.0 Cu.Yd placed: 20.0 Water added on site, gal.: 10 Batch time: 1015 Time in mixer, min.: 45 (the pteceeding information obtained from deli....ery ticket! Field Test Data Test Slump, in. Air Content, % Result 4.0 5.6 65 45 Specification 2-4 5-7 Concrete Temperature, OF Ambient Temperature, of Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Siz.e Specimen No. Specimen Size. inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load. Ibs. Compressive Strength 4x9 Date submitted to laboratory 10/12/01 A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- -- -- -- B.H. 10/1S/01 n/OS/Ol n/OS/Ol 7 2S 2S Hold th, psi - - 4000 4000 -- 42960 . psi 3420 Comments: ~Q;J00[]]lUJ~ abcdefu Fracture Types Notes: o Field mix "nd field te51 dill provided bV otherl IX] Field tfl5Ui were performed in accordance with Sampling ASTM C 172. Casting Specimens C 31, SlumpC143. Air Content C 173 orC 231. Temperature C 1064. Unit W8lOht C 138 Reviewed by: 9 Ph...A..... pro;ect Manaqer Distribution: Compressive Strength Test Report In general compliance with ASTM. llerracon Report No. 25012311 17 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge. CO 80033 (303)423-3300 Terracon Project No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Atto: Ken Moore Field Mix Data Sample Date: 10/12/01 Time: 1540 Sampled by: A. Karawav Placement Description: Sidewalk, curb and qutter Material: (concrete, grout. mottarl CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 71804880 Mix 1.0. No.: 6454520 days 4500 Industries Truck No.: 470 psi Sample Location: 70' N of the corner of 47th Street Placement Method: DIRECT DISCHARGE Coarse aggregate size: -- Admixtures: Calci urn Chloride Batch size feu.yd.): 3.25 CU.Yd placed: 3. 2S Water added on site, gal.: 0 ldirect discharge. crane and bUCket, pump) Batch time: 1350 Time in mixer, min.: 110 Field Test Data (the preceeding information obtained from delivery ticketl Test Slump, in. Air Content, % Concrete Temperature. of Ambient Temperature, of Result 1.5 3.2 75 60's Specification 4 max 5-8 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - - -- -- -- - - -- -- 10/19/01 11/09/01 11/09/01 7 28 28 Hold 9th, psi -- 4500 4500 -- 72300 78570 82490 . psi 5750 6250 6560 4x8 Date submitted to laboratory 10/13/01 Specimen No. Specimen Size, inches Cross-Section Area. sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, lbs. Compressive Strength Comments: Distribution: Notes: o Field mix and field tast data provided by others !KI Field tests were performed in aCl:ordance with Sampling ASTM C 112. Casting Specimens C 31. Slump C143, Air COntent C 113 or C 231, Temperature C , 064, Unit Weight C 138 ~g]~0[]n~ a bed . f u Fracture Types Reviewed by: )- a~ Pro;ect Manaqer In general complia"~ with A$TM. llerracon Compressive Strength Test Report RECFIVFD Terracon Project No. Report No. 25012311 17 OCT 2 4 2001 10625 W 1-70 Frontage Rd. St.3 Wheat Ridge. CO 80033 13031423-3300 ORR CONSTRUCT:ON CO\iPANY Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 10/12/01 Time: 1540 Sampled by: A. Karawav Placement Description: Sidewalk, curb and qutter Material: (concrete, grout, mortarl CONCRETE Design Strength at 28 Material Supplier: Aqqreqate Delivery Ticket No: 71804880 Mix 1.0. No.: 6454520 days 4500 Industries Truck No.: 470 psi Sample Location: 70' N of the corner of 47th Street ,-- Placement Method: DIRECT DISCHARGE Coarse aggregate size: -- Admixtures: Calci urn Chloride Batch size Icu.yd.): 3.25 CU.Yd placed: 3.25 Water added on site. gal.: 0 ldirect discharge. crane and bucket, pump) Batch time: 13 5 0 Time in mixer. min.: 110 Field Test Data lthe pr8<:1leding information obtained from delivery ticket} Result 1.5 3.2 75 60's Specification 4 max 5-8 Test Slump. in. Air Content, % Concrete Temperature. of Ambient Temperature. of Plastic Unit Weight, pcf laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size. inches Cross.Section Area. sq. As Received Specimen W Tested By Date Tested Age at Test. days Fracture Type Min. Compressive Streng Total Load. Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- -- -- -- - - 10/19/01 11/09/01 11/09/01 7 28 28 Hold th, psi - - 4500 4500 -- 72300 . psi 5750 4x8 Date submitted to laboratory 10/13/01 Comments: Distribution: Notes: o Field mix and field test data provided by others IKl Field testS were performed in accordenC8 with SampJingASTM C 172, Casting Specimens C 31, Slump C143, Air Content C 173 or C 231, Temperature C , 064. Unit Weight C '38 ~~00[][J]~ . bed . f u Fracture Types Reviewed by: 9 At.. A..... proiect Manaqer Compressive Strength Test Report In generlll compliance wl\h ASTM. llerracon Report No. 25012311 16 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 Terracon Project No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Co~orado 80033 Ann: Ken Moore Field Mix Data Sample Date: 10/09/01 Time: 1042 Material: Ic:oncrete, grout, morterl CONCRETE Sampled by: A. Taylor Placement Description: Generator/trash enclosure footinq Design Strength at 28 Material Supplier: Aqqreqate Delivery Ticket No: 71804774 Mix 1.0. No.: 5306120 days 3000 Industries Truck No.: 190 psi Sample Location: 10 I N of the SE corner of form Ifootinq) Coarse aggregate size: -- Admixtures: -- Placement Method: DIRECT DISCHARGE Batch size (cu.yd.): 8. 0 Water added on site, gal.: 0 Batch time: 0942 Cu.Yd placed: B. 0 (direct discharge. crane and bucket,pumpJ Time in mixer, min.: 60 Field Test Data It he preceeding information obtained from delivery tickel) Test Slump, in. Air Content, % Concrete Temperature, of Ambient Temperature, of Plastic Unit Weight, pef Result 4.0 6.0 70 Specification 2-4 5-8 50's Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total load, lbs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - - -- - - -- J.S. J.S. J.S. 10/16/01 11/06/01 11/06/01 7 28 28 Hold gth, psi -- 3000 3000 -- 35770 47730 47860 , psi 2850 3800 3810 4x8 Date submitted to laboratory 10/10/01 Comments: Distribution: Notes: o Field mix and field test datil provided by others IX] Field leSlS were performed in accord8nce wIth Sampling ASTM C 172, Casting Specimens C 3" Slump C143, Air Content C 173 or C 231, Temperature C 1064, Unit Weight C 138 ~QJ~0[][ll][)] a bed . f u Fracture Types Reviewed by: C).I'n..-~ / proiect Manaqer Compressive Strength Test Report In generel comphllnce Witt! ASTM. 1 lerracon Terracon Project No. Report No. 25012311 16 10625 W 1-70 Frontage Rd. 5t.3 Wheat Ridge. CO 80033 13031423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 10/09/01 Time: 1042 Sampled by: A. Taylor Placement Description: Generator/trash enclosure footinq Material: (concrete, grout, mortar) CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 71804774 Mix I.D. No.: 5306120 days 3000 Industries Truck No.: 190 psi Sample Location: 10 I N of the SE corner of form (footing) Coarse aggregate size: -- Admixtures: -- Placement Method: DIRECT DISCHARGE Batch size (cu.yd.): 8.0 Water added on site. gal.: 0 Batch time: 0942 CU.Yd placed: 8.0 {direct discharge, crane and bucket. pumpl Time in mixer. min.: 60 Field Test Data (the preceeding information obtained from delivery ticket) Test Slump. in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pet Result 4.0 6.0 70 50's Specification 2-4 5-8 Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, tbs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - - -- -- -- J.S. 10/16/01 11/06/01 11/06/01 7 28 28 Hold gth, psi -- 3000 3000 -- 35770 . psi 2850 4x8 Date submitted to laboratory 10/10/01 Comments: Distribution: Notes: o Field mix and field test dllta provided by others !Kl Field tests were performed in accordance with Sampling ASTM C 172. Casting Specimens C 31. Slump C,43. Air Content C 173 or C 231, Temperature C 1054. Unit Weight C 138 ~~~0[I]U~ a bed . f u Fracture Types Reviewed by: 9./hA ---- Proiect Manaqer Compressi~e Strength Test Report In general compliance witn A$TM. llerracon Terracen Project No. Report No. 25012311 15 10625 W 1-70 Frontage Rd. St.3 Wheat Ridge. CO 80033 (3031423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 10/05/01 T;me: 0945 Sampled by: A. Taylor Placement Description: Elevator tower 47th & Independence Material: (concrete, grout, mortarl CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 73104344 Mix 1.0. No.: 6406150 days 4000 Industries Truck No.: 411 psi Sample location: North face (center) Coarse aggregate size: -- Admixtures: -- Batch size (cu.yd.l: 6.0 Water added on site. gal.: 0 Batch time: 0923 Time in mixer, min.: 22 lthe pteceeding information obtained from deli....ery tickeU Cu.Yd placed: 6.0 Placement Method: Pump (direct discharge. crane and bucket. pump! Field Test Data Result 4.0 5.0 64 50's Specification 2-4 5-7 Test Slump. in. Air Content. % Concrete Temperature. OF Ambient Temperature, OF Plastic Unit Weight. pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test. days Fracture Type Min. Compressive Streng Total Load. Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.. Ibs. -- -- -- -- J.S. J.S. J.S. 10/12/01 11/02/01 11/02/01 7 28 28 Hold th. psi - 4000 4000 u 53240 77730 73340 . psi 4240 6180 5830 4x8 Date submitted to laboratory 10/06/01 Distribution: Notes: o Field mix and field test data provided by otl'Htrs ~ Field testS were performed in accordance with Sampling .A.STM C 172. Casting Specimens C 31. SlumpC143..A.ir ContentC 173 or C 231. Temperature C 1064. Unit Weight C 138 Comments: ~Q;J~0[][l]~ a bed . f u Fracture Types Reviewed by: 9,JltUL- Pro;ect Manaqer In general compliance with ASTM. , lerracon Compressive Strength Test Report Terracon Project No. Report No. 25012311 15 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge. CO 80033 (3031423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 10/05/01 Time: 0945 Sampled by: A. Taylor Placement Description: Elevator tower 47th & Independence Material: (concrete, grout, mortarl CONCRETE Design Strength at 28 Material Supplier: Aqqreqate Delivery Ticket No: 73104344 Mix I.D. No.: 6406150 days 4000 Industries Truck No.: 411 psi Sample location: North face (center) Placement Method: Pump Idirectdischarg9,craneand bucket, pump) Coarse aggregate size: -- Admixtures: -- Batch size (eu,yd.): 6,0 Water added on site, gat.: 0 Batch time: 0923 Time in mixer, min.: 22 Ithe preceeding information obtained from delivery ticket) Cu.Yd placed: 6,0 Field Test Data Test Slump, in. Air Content, % Result 4.0 5.0 64 501s Specification 2-4 5-7 Concrete Temperature, of Ambient Temperature, of Plastic Unit Weight. pcf Laboratory Test Data (ASTM C 391 Nominal Specimen Size Specimen No. Specimen Size. inches Cross-Section Area, SQ. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load, Ibs. Compressive Strength 4x8 Date submitted to laboratory 10/06/01 A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - - -- -- - - J.S. 10/12/01 11/02/01 11/02/01 7 28 28 Hold th, psi -- 4000 4000 -- 53240 . psi 4240 Comments: Notes: o Field mix and field test data provided by ot!lers 1KI Field tests were performed in accordance with Sampling ASTM C 172, Casting Specimens C 31. Slump C143. Air Content C 173 or C 231, Temperature C 1064. Unit Weight C 138 Distribution: ~QJ00[[]n~ abcdefu Fracture Types Reviewed by: 9' ;P-.A- _ Pro;ect Manaqer In general compliance with ASTM. , terracon Compressive Strength Test Report Terracon Project No. Report No. 25012311 14 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge. CO 80033 (303)423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 09/28/01 Sampled by: -- Placement Description: Foundation wall at 47 Independence Time: 1530 Material: (concrete. grout. mortar) CONCRETE Design Strength at 28 days 3000 psi Material Supplier: Aqqreqate Industries DetiveryTicket No: 71804569 Truck No.: 190 Mix 1.0. No.: 6406150 Sample Location: South foundation wall, south face center top Placement Method: Pump (direct discharge. crane and bucket. pump] Coarse aggregate size: -- Admixtures: -- Batch size (cu. yd.): 9.0 Water added on site, gal.: 0 Batch time: 1443 CU.Yd placed: 29.0 Time in mixer, min.: 47 Field Test Data {the preceeding information Obtained from delivery ticket] Result 2.0 5.0 82 70 Specification 4 max 5-8 Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load, Ibs. Compressive Strength A B C D 4 4; 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. n - - -- n B.H. n - 10/05/01 10/26/01 10/26/01 7 28 28 Hold th, psi - - 3000 3000 - - 56180 70590 70560 , psi 4470 5620 5610 4x8 Date submitted to laboratory 09/29/01 Distribution: Notes: o Field mix and field test data provided by others lXI Field tests were performed in Ilccordance with Sampling ASTM C , 72, Casting Specimens C 31. Slump C143. Air Content C 173 or C 231. Temperature C , 064. Unit Weight C 138 Comments: ~[]00[illllll~ abcdefu Fracture Types Reviewed by: 9' ftL--1A- - proiect Manaqer Compressive Strength Test Report In general compliance .....ith ASTM. llerracon Report No. 25012311 14 10625 W 1-70 Frontage Rd. St.3 Wheat Ridge. CO 80033 (303)423-3300 Terracon Project No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 09/28/01 Sampled by: -- Placement Description: Foundation wall at 47 Independence Time: 1530 Material: (concrete, grout. mortar) CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqate Delivery Ticket No: 71804569 Mix J.D. No.: 6406150 days 3000 Industries Truck No.: 190 psi Sample location: South foundation wall, south face center top Coarse aggregate size: -- Admixtures: -- Batch size leu.yd.l: 9. 0 Cu.Yd placed: 29.0 Placement Method: Pump ldirectdischarge. crane and bucket, pump) Water added on site, gal.: 0 Batch time: 1443 Time in mixer. min.: 47 (tne pteceeding information obtained from delivery ticket) Field Test Data Test Slump, in. Air Content, % Concrete Temperature, 0 F Ambient Temperature, of Plastic Unit Weight, pcf Result 2.0 5.0 82 70 Specification 4 max 5-8 Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- - - -- -- B.H. 10/05/01 10/26/01 10/26/01 7 28 28 Hold gth, psi - - 3000 3000 -- 56180 , psi 4470 4x8 Date submitted to laboratory 09/29/01 Comments: Distribution: Notes: o Field mix and field test dllta provided by others !Xl Field tests were perlormed in accordance with Sempling ASTM C 172. Casting Specimens C 31, Slump C143, Air Content C 173 or C 231. Temperature C 1064, Unit Weight C 138 ~Q;J~0[I]~~ abcdefu Fracture Types Reviewed by: 9 t4LA .A_ Proiect Manaqer In general compliance with ASTM. llerracon Compressive Strength Test Report R F." C r:: 1 \' :-.: I") 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 Terracon Project No. Report No. 25012311 13 NOV 0 6 Z001 r -.-, I ,,:lei J C,^",'C'-~I""'" r't Cr\'=,"'y l.~_~~_':.:.'~_~'.'::..:~.__:_~'":~ Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Building 4720 Independence Street Wheat Ridge, Colorado 90033 Attn: Ken Moore Field Mix Data Sample Date: 09/27/01 Time: -- Sampled by: D. Griest Placement Description: Sidewalk Material: (concrete, grout. mortar) CONCRETE Design Strength at 28 days 4000 psi Material Supplier: N/A Delivery Ticket No: N/A Truck No.: N/A Mix 1.0. No.: N/A Coarse aggregate size: Admixtures: -- Batch size leu.yd,): N/A Cu.Yd placed: N/A Water added on site, gal.: N/ A Batch time: N/A Time in mixer, min.; N/A (the preceeding information obtained from delivery tickeU Sample Location: West entrance 20 r south of the north end of the east side of Independence Placement Method: DIRECT DISCHARGE ldirect discharge, crane and bucket, pump! Field Test Data Result 3.0 N/A 82 83 Specification 4 max 5-7 Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature. OF Plastic Unit Weight, pef Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No, Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs, -- -- -- - - B.H. - - -- 10/04/01 10/25/0~ 10/25/01 7 28 28 Hold Qth. psi - - 4000 4000 -- 49400 58430 59650 . psi 3930 4650 4750 4x8 Date submitted to laboratory 09/28/01 Distribution: Notes: o Field mill and field test data provided by others t:&1 Field testS were performed in accordance with Sampling ASTM C , 72, Casting Spllcimens C 31. Slump C1 43, Air Content C 173 or C 231, Temperature C 1064, Unit Weight C 138 Comments: Lost Ticket ~H!;H] 0 ~ [ll] ~ . bed . f u Fracture Types Reviewed by: 1'#~ Proiect Manaqer Compressive Strength Test Report In general compliance wIth ASTM. llerracon Report No. 25012311 13 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 Terracon Project No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 09/27/01 Time: -- Sampled by: D. Griest Placement Description: Sidewalk Material: (concrete, grout, mortarl CONCRETE Design Strength at 2 a days 4000 psi Material Supplier: N / A Delivery Ticket No: N / A Truck No.: N / A Mix J.D. No.: N/A Coarse aggregate size: Admixtures: -- Batch size (eu.yd.): N/A Sample Location: West entrance 20 I south of the north end of the east side of Independence Placement Method: DIRECT DISCHARGE Cu.Yd placed: N/A Water added on site, gal.: N/A Batch time: N/A Time in mixer, min.: lthe prllceecling information obtained from delivery ticketl (direct discharge, crane and bucket, pump! N/A Field Test Data Test Slump, in, Air Content, % Concrete Temperature, of Ambient Temperature, OF Plastic Unit Weight, pcf Result 3.0 N/A 82 83 Specification 4 max 5-7 Laboratory Test Data (ASTM C 39) Nominal Specimen Size A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t"lbs. -- -- - - - - B.H. 10/04/01 10/25/01 10/25/01 7 28 28 Hold th, psi - 4000 4000 -- 49400 , psi 3930 4x8 Date submitted to laboratory 09/28/01 Specimen No. Specimen Size, inches Cross.Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test. days Fracture Type Min. Compressive Streng Total Load, Ibs. Compressive Strength Comments: Lost Ticket Distribution: Notes: o Field mill and field test data provided by others !Xl Field tests were performed in accordance with Sampling ASTM C 172, Casting Specimens C 31, Slump C143, Air Content C 173 Of C 231, Tempefllture C 1064, Unit Weight C 138 ~~00[!]]~~ . bed . f u Fracture Types Reviewed by: f'~ Prolect Manaqer Compressive Strength Test Report RECEIVED In general compliance .....,th ASTM. 1 lerracon Report No. 25012311 12 OCT 1 9 2001 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 Terracon Project No. ORR CON~!il~C_TICcN _COMP~NY Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Building 4720 Independence Street Wheat Ridge, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 09/12/01 Time: -- Sampled by: Ken w / Orr Placement Description: Foot inqs Material: (concrete, grout, mortarl CONCRETE Design Strength 8t 2 8 Material Supplier: -- Delivery Ticket No: -- Mix 1.0. No.: -- Coarse aggregate size: Admixtures: -- days 3000 psi Truck No.: -- Sample Location: Revisions of stair #2 all interior pad(D,C,B x 2 to 8) E side of footer at A x 1 to 9 Placement Method: DIRECT DISCHARGE Batch size (eu.yd.); Water added on site, gal.: Batch time: -- Cu.Yd placed: (direct discharge. crane and bucket, pump) Time in mixer, min.: Field Test Data lthe prec:eeding information obtlined from delivery ticket} Test Slump, in. Air Content, % Result Specific8tion Concrete Temperature, of Ambient Temperature, of Plastic Unit Weight, pct laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load, Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- -- -- -- -- -- -- 09/19/01 10/10/01 10/10/01 7 28 28 Hold th, psi - - 3000 3000 - - 29540 49720 49460 . psi 2350 3960 3930 4x8 Date submined to laboratory 09/13/01 Comments: Lost original paperwork Distribution: Notes: o Field mix and field test dlltll provided by others IKI Field tests were performed in eccordance with Slmpling ASTM C 172. Casting Specimans C 31, SlumpC143. Air Content C 173 orC 231, Temperatura C , 064, Unit Weight C 138 ~QJ00[]][J]~ . bed e t u Fracture Types Reviewed by: 1- ~ proiect Manaqer In geMral compliance wIth ASTM. llerracon Compressive Strength Test Report Report No. 25012311 12 10625 W 1-70 Frontage Rd, St.3 Wheat Rid e, CO 80033-_, 13 31423-3300' -. , Terracon Project No. SEP 2 G {D01 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 I r ~ . , ~, --:~' Project ADP Office Buildinq-C.-._'_.- 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 09/12/01 Time: -- Sampled by: Ken w / Orr Placement Description: Foot inqs Material: (concrete. grout. mortar) CONCRETE Design Strength at 28 days 3000 Material Supplier: -- psi Delivery Ticket No: -- Mix 1.0. No.: -- Coarse aggregate size: Admixtures: -- Truck No.: -- Sample Location: Revisions of stair #2 all interior pad(D,C,B x 2 to 8) E side of footer at A x 1 to 9 Placement Method: DIRECT DISCHARGE Batch size lcu.yd.}: Water added on site, gal.: Batch time: - - Time in mixer, min.: {the preceeding information obtained from delivery ticket] CU.Yd placed: ldirectdischarge. crane and bucket. pump] Field Test Data Test Slump, in. Air Content. % Concrete Temperature, of Ambient Temperature. of Plastic Unit Weight, pet Result Specification Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size. inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load, Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.~7 12.57 12.57 tot Ibs. -- -- - - -- n 09/19/01 10/10/01 10/10/01 7 28 28 Hold tho psi - - 3000 3000 - - 29540 , psi 2350 4x8 Date submitted to laboratory 09/13/01 Comments: Lost oriqinal paperwork Distribution: Notes: D Field mil( and: field test data provided by others IX! Field tests were performed in accordanee with Sampling ASTM C 172. Casting Specimens C 31. Slump C143. Air Content C 173 Of C 231, Temperature C '064. Unit Wei<olht C 138 ~~00[I]]D~ . bed . f u Fracture Types Reviewed by: 1. ~ Pro;ect Manaqer In general compliance with ASTM. , terracon Compressive Strength Test Report RECEiVE;) 10625 W 1-70 Frontage Rd, 5t.3 Wheat Ridge, CO 80033 (303)423-3300 Report No. 25012311 11 OCT 2 5 2001 Terracon Project No. ORR CONSTRUCT:CN COMPANY Client Orr construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 09/18/01 Sampled bV: C. Ellis Placement Description: Foundation wall Time: 1045 Material: (concrete. grout. mortar) CONCRETE Design Strength at 28 Material Supplier: Aqqreqate Delivery Ticket No: 643980 Mix 1.0. No.: 6406150 days 4000 Industries Truck No.: 194 psi Coarse aggregate size: -- Admixtures: -- Batch size leu.yd.): 10.0 Cu.Yd placed: 10.0 Water added on site, gal.: 0 Sample Location: At qrildines E. 0 X 1.0 to A. 0 X 1. 0 Placement Method: Pump (direct discharge, crane and bucket, pump) Batch time: 0944 Time in mixer, min.: 61 Field Test Data (the preceeding information obtained from delivery ticket) Result 4.0 5.5 74 75 Specification 2-4 5-7 Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross.Section Area, SQ. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load. lbs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- -- -- -- B.H. J.S. J.S. 09/25/01 10/16/01 10/16/01 7 28 28 Hold th, psi -- 4000 4000 -- 45670 73950 75200 , psi 3630 5880 5980 4x8 Date submitted to laboratory 09/19/01 Distribution: Notes: o Field mix and field test data provided by others IKI Field tests were performed in accordance with Sampling ASTM C 172, Casting Specimens C 31, Slump C143, Air Content C 173 or C 231, Temperature C 1064, Unit Weight C 138 Comments: ~ llJ l2H21 [j] D ~ a bed . f U F r act u r e Ty pes Reviewed by: 9/lA./l --.. Pro;ect Manaqer Compressive Strength Test Report RECEIVED In general compliance with ASTM. llerracon Terracan Project No. Report No. 25012311 11 OCT 1 1 2001 ORR CONSTRUCTION COMPANY 10625 W 1-70 Frontage Rd, 5t.3 Wheat Ridge, CO 80033 (3031423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 09/18/01 Time: 1045 Sampled by: C. Ellis Placement Description: Foundation wall Material: leanerete, grout. mortarl CONCRETE Design Strength at 2 8 Material Supplier: Aqqreqa te Delivery Ticket No; 643980 Mix 1.0. No.: 6406150 days 4000 Industries Truck No.: 194 psi Sample Location: At qrildines E. 0 X 1.0 to A.O X 1.0 Coarse aggregate size: -- Admixtures: -- Placement Method: Pump ldirectdischarge, crane 21M b<Jcket, pumpl Batch size (eu.yd.): 10.0 CU.Yd placed: 10.0 Water added on site. gal.: 0 Batch time: 0944 Time in mixer. min.: 61 Field Test Data Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pet lthe preceeding information obtained from delivery ticketl Result 4.0 5.5 74 75 Specification 2-4 5-7 Laboratory Test Data (ASTM C 39) Nominal Specimen Size A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- -- -- - - B.H. 09/25/01 10/16/01 10/16/01 7 28 28 Hold gth, psi -- 4000 4000 - - 45670 . psi 3630 4x8 Date submined to laboratory 09/19/01 Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, Ibs. Compressive Strength Comments: Distribution: Notes: D Field mix and field test deta provided by others lXI Field tests were performed in accordence with Sampling ASTM C , 72. Casting Specimens C 3'. S1umpC143. Air Content C 173 MC 231, Templlfat\,lre C , 0t54, Unit Weight C '38 ~QJ00[]][l]~ 8 bed . f u Fracture Types Reviewed by: /;f~ / pro;ect Manaqer Compressive Strength Test Report RECEIVED In general compliance with ASTM. llerracon Terracon Project No. Report No. 25012311 8 OCT 1 0 2001 ORR CONSTRUCTION COMPANY 10625 W 1-70 Frontage Rd. St.3 Wheat Ridge. CO 80033 (303)423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 09/05/01 Time: -- Sampled by: B. Bramley Placement Description: Foot inq Material: (concrete. grout. mortllr) CONCRETE Design Strength at 28 Material Supplier: -- Delivery Ticket No: -- Mix 1.0. No.: -- days 3000 psi Truck No.: -- Sample Location: Northwest side of the buildinq Coarse aggregate size: Admixtures: -- Batch size (cu.yd.): Water added on site. gal.: Batch time: - - Time in mixer. min.: (the preceecling information obtained from delivery ticketl CU.Yd placed: Placement Method: DIRECT DISCHARGE (direct discharge, crane and bucket, pump) Field Test Data Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pct Result Specification Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4x8 Date submitted to laboratory 09/06/01 Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test. days Fracture Type Min. Compressive Streng Total Load, lbs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t"lbs. - - - - -- -- h B.H. B.H. 09/12/01 10/03/01 10/03/01 7 28 28 Hold tho psi -- 3000 3000 -- 29800 44210 41950 . psi 2370 3520 3340 Comments: Oriqinal paperwork was lost Distribution: Notes: o Field mix and field test datil provided by others 1KI Field tests were performed in accordance with Sampling ASTM C 172, Casting SpecimensC 31. SlumpC143. Air Content C 173 orC 231. Temperature C 1064, Unit Weight C 138 ~~~0[]][j]~ . bed . t u Fracture Types Reviewed by: 0 vVf.A'~ Pro;ect Manaqer Compressive Strength Test Report , ~'\") r-' ,.I !.." R'~.CFI\I ..... In general compliance with ASTM. , lerracon Terracon Project No. Report No. 25012311 8 k SEP ~.,:~\ Z001 "'~,.~ ~ \' CC"\"'-,-....., ,,,,~ :' '\ ! ' ",,~....,..y ~~~~~~~.~.::..-~. 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date. 09/05/01 Time: -- Sampled by: B. Bramley Placement Description: Footinq Material: (concrete, grout. mortar) CONCRETE Design Strength at 2 8 Material Supplier: -- Delivery Ticket No: -- Mix 1.0. No.: -- Coarse aggregate size: Admixtures: -- Batch size leu.yd.l: Water added on site. gal.: Batch time: - - Time in mixer, min.: [the preceeding infOfffiBlion obtained from delivery ticketl days 3000 psi Truck No.: -- Sample Location: Northwest side of the buildinq Cu.Yd placed: Placement Method: DIRECT DISCHARGE (direct discharge. crane and bucket, pumpl Field Test Data Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature. 0 F Plastic Unit Weight, pet Result Specification Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Streng Total Load. Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- - - -- -- -- 09112/01 10/03101 10/03/01 7 28 28 Hold th, psi - - 3000 3000 -- 29800 . psi 2370 4x8 Date submitted to laboratory 09/06/01 Comments: Oriqinal paperwork was lost ~~00[!]]D~ abcdefu Fracture Types Notes: D Field mix and field test dati provided by Others IX] Field tests weTe performed in Iccortllnce with Sampling ASTM C 1 n. Casting Specimens C 31. Slump C143. Air Content C 173 or C 231. Re~~;;=~C ~o;~. unit9~~ pro;ect Manaqer Distribution: In general compliance with ASTM. , lerracon Compressive Strength Test Report Report No. 25012311 7 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 Terracon Project No. Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Ann: Ken Moore Field Mix Data Sample Date: 08/31/01 Time: 1045 Sampled by: T. Evans Placement Description: Buildinq wall footinqs on S side from qridline 8.7 to 9.0 x A to F & stairway 3 Sample location: Footinqs/buildinq wall footinqs at qridlines C.O x 9.0 Material: (concrete, grout. mortarl CONCRETE days 3000 Industries psi Design Strength at 28 Material Supplier: Aqqreqate Delivery Ticket No: 73103544 Mix 1.0. No.: 5306120 Coarse aggregate size: 3 /4" Admixtures: -- Truck No.: 295 Batch size (cu.yd.): 10.0 CU.Yd placed: 28.0 Water added on site, gal.: 0 Batch time: 1000 Time in mixer, min.: 45 !the preceeding information obtained from delivery ticketl Placement Method: Pump (direct discharge, crana and bucket, pump) Field Test Data Result 2.5 5.5 75 88 Specification 2-4 5-8 Test Slump, in. Air Content, % Concrete Temperature, OF Ambient Temperature, OF Plastic Unit Weight, pct Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross.Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. - - -- - - -- J.S. J.S. J.S. 09/07/01 09/28/01 09/28/01 7 28 28 Hold gth, psi -- 3000 3000 - - 44230 54570 59890 . psi 3520 4340 4760 4x8 Date submitted to laboratory 09/01/01 ~~0lZJ[]]~~ . bed . t u Fracture Types Notes: o Field mill and field test data provided by others !Xl Field tastS were performed in accordance with Sampling ASTM C 172, CastillQ Specimens C 31, Slump C143, Air Content C 173 or C 231, Temperature C , 064, Unit Weight C , 38 Reviewed by: 9, ~. Pro;ect Manaqer Comments: Distribution: . . In general compliance with ASTM. , lerracon Compressive Strength Test Report Terracen Project No. Report No. 25012311 7 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 Client Orr Construction Company 4414 Vine Street Denver, Colorado 80216 Project ADP Office Buildinq 4720 Independence Street Wheat Ridqe, Colorado 80033 Attn: Ken Moore Field Mix Data Sample Date: 08/31/01 Time: 1045 Sampled by: T. Evans Placement Description: Buildinq wall footinqs on S side from qridline 8.7 to 9.0 x A to F & stairway 3 Sample Location: Footinqs/buildinq wall footinqs at qridlines C.O x 9.0 Material: (concrete, grout. mortar} CONCRETE dBYs 3000 Industries psi Design Strength at :2 8 Material Supplter: Aqqreqate Delivery Ticket No: 73103544 Mix 1.0. No.: 5306120 Coarse aggregate size: 3 /4" Admixtures: -- Truck No.: 295 Batch size fcu.yd.l: 10.0 CU.Yd placed: 28.0 Water added on site, gal.: 0 Batch time: 1000 Time in mixer, min.: 4S ltne preceeding information obtained from delivery tiCket) Placement Method: Pump Idirect discharge. crane and bucket, pumpl Field Test Data Test Slump, in. Air Content, % Concrete Temperature. OF Ambient Temperature, OF Plastic Unit Weight. pcf Result 2.5 5.5 75 88 Specification 2-4 5-8 Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. As Received Specimen W Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Stren Total Load, Ibs. Compressive Strength A B C D 4 4 4 4 inches 12.57 12.57 12.57 12.57 t.,lbs. -- - - - - - - J.S. 09/07/01 09/28/01 09t28/01 7 28 28 Hold gth, psi -- 3000 3000 - - 44230 , psi 3520 4x8 Date submitted to laboratory 09/01/01 Comments: 0[]00[lllll~ abcd.fu Fracture Types Notes: o Field mix and field test data provided by others lKJ Field testS were ~rformed in eccordanal with Sampling ASTM C 172, Casting St*imens C 31, Slump C1 43, Air Content C 173 or C 231, Re~;;:~C ~o;: un9~~~ Proiect Manaqer Distribution: . Summary of Field Density Test Results erracan- on Asphaltic Concrete ASTM 02950 10625 W. 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Orr Construction Company Project Number: 25012311 Date: 10/15/01 Address: 4414 Vine Street Denver, Colorado 80216 Test method for Project Name: ADP Office Building Laboratory Density: ASTM D2950 Location: 4720 Independence Street Mix Type: Wheat Ridge, Colorado 80033 Field Technician: J.A. Mohler Batch Plant: Brannan Gauge ID: 4511 Mode: AC Paving Contr.: Brannan Reviewed by: ~~ Reid Lab % Test Thickness, Density, Density, Lab % No. Date Location Course inches pet pet Density Required South of the entrance off of 1 10/15/01 Independence in southbound lane Top 2.0 143.4 146.7 98 95 South of the entrance off of 2 10/15/01 Independence in northbound lane Top 2.0 143.6 146.7 98 95 I 1& Page 1 Summary of Field Density Test Results erracan- on Asphaltic Concrete ASTM 02950 10625 W. 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Orr Construction Company Project Number: 25012311 Date: 10/12/01 Address: 4414 Vine Street Denver, Colorado 80216 Test method for Project Name: ADP Office Building Laboratory Density: ASTM D2950 Location: 4720 Independence Street Mix Type: - Wheat Ridge, Colorado 80033 Field Technician: A. Karaway Batch Plant: Gauge ID: 4035 Mode: BS Paving Contr.: Brannan Sand & Gravel Reviewed by: /.. P./l.A.A Field Lab % Test Thickness, Density, Density, Lab % No. Date -Location Course inches pcf pcf Density Required 55' Sand 80' E of the SE Corner 1 10/12/01 of the Building Too -- 139.7 146.7 95 95 80' E of the SE Corner of the 2 10/12/01 Building Too -- 139.9 146.7 95 95 25' Nand 85' E of the SE Corner 3 10/12/01 of the Building Too -- 139.7 146.7 95 95 .Parking Lot at 4725 Independence. 1& Page 1 erracon- Summary of Field Density Test Results on Asphaltic Concrete ASTM 02950 10625 W. 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Orr Construction Company Project Number: 25012311 Date: 1 0/02/01 Address: 4414 Vine Street Denver, Colorado 80216 Test method for Project Name: ADP Office Building Laboratory Density: ASTM 02950 Location: 4720 Independence Street Mix Type: 1/2"CX Wheat Ridge, Colorado 80033 Field Technician: J. Mohler Batch Plant: Commerce City Gauge 10: 4525 Mode: AC Paving Contr.: CASI Reviewed by: 9'~ Field Lab % Test Thickness, Density, Density, Lab % No. Date location Course inches pel pel Density Required 40' N of Independence SI. 1 10/02/01 Entrance and l' W of Toe of Curb Too 3.0 145.0 146.7 99 95+ 20' N of Independence SI. 2 10/02/01 Entrance and l' W of Toe of Curb Too 3.0 145.5 146.7 99 95+ Center of Independence SI. 3 10/02/01 Entrance and l' W of Toe of Curb Too 3.0 146.0 146.7 100 95+ - lli Page 1 Summary of Field Density Test Results erracon- on Asphaltic Concrete ASTM 02950 10625 W. 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Orr Construction Company Project Number: 25012311 Date: 9/10/01 Address: 4414 Vine Street Denver, Colorado 80216 Test method for Project Name: ADP Office Building Laboratory Density: ASTM D2950 Location: 4720 Independence Street Mix Type: 3/4" - Wheat Ridge, Colorado 80033 Field Technician: T. Venerable Batch Plant: Colorado Asphalt Services, Inc. Gauge 10: 4463 Mode: BS Paving Contr.: CAS I Reviewed by: /}.~. / Field Lab % Test Thickness, Density, Density, Lab % No. Date Location Course inches pet pet Density Required 5' E of Water Service on 1 9/10/01 Independence Street 1st 4.0 138.4 146.2 95 95+ 10' Wand 10' N of the SE Corner 2 9/10/01 of Patch on Independence Street 1st 4.0 138.7 146.2 95 95+ 3 9/10/01 Retest of Test NO.1 1st 4.0 143.9 146.2 98 95+ 4 9/10/01 Retest of Test NO.2 1st 4.0 143.4 146.2 98 95+ , . r lli Page 1 Summary of Field Density Test Results erracan- on Asphaltic Concrete ASTM 02950 10625 W. 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Orr Construction Company Project Number. 25012311 Date: 9/10/01 Address: 4414 Vine Street Denver, Colorado 80216 Test method for Project Name: ADP Office Building Laboratory Density: ASTM D2950 Location: 4720 Independence Street Mix Type: 1/2" . Wheat Ridge, Colorado 80033 Field Technician: T. Venerable Batch Plant: Colorado Asphalt Services, Inc. Gauge ID: 4463 Mode: BS Paving Contr.: CASI Reviewed by: // /d/,- / Fieid Lab % Test Thickness, Density, Density, Lab % No. Date Location Course inches pet pet Density Required 10' Wand 10' S of the NE Corner 1 9/10/01 of Patch on Independence 2nd 3.0 138.9 146.7 95 95+ 10' E and 20' N of the SW Corner 2 9/10/01 of Patch on Independence 2nd 3.0 139.6 146.7 95 95+ 10' E and 15' S of the NW Corner 3 9/10/01 of Patch on Independence Top 2.0 130.2 146.7 89 95+ 15' Wand 15' N of the SE Corner 4 9/10/01 of Patch on Independence Top 2.0 133.1 146.7 91 95+ 5 9/10/01 Retest of Test NO.3 Top 2.0 138.7 146.7 95 95+ 6 9/10/01 Retest of Test NO.4 Too 2.0 139.2 146.7 95 95+ 7 9/10/01 North Lane of Frontaae Road Too 2.0 127.1 146.7 87 95+ 8 9/10/01 South Lane of Frontaae Road Top 2.0 129.3 146.7 88 95+ g 9/10/01 Retest of Test NO.7 Top 2.0 139.0 146.7 95 95+ 10 9/10/01 Retest of Test NO.8 Too 2.0 138.7 146.7 95 95+ . . I ,~ Page 1 L: r- 1 ... .~ ~ .!! 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No 2311.0017 Date: 12/06/01 Date: 12/06/01 40050 J. Volkel J. Volkel Test Procedures: X NCAT Asphalt Content Tester, ASTM 06307 / CPL5120 1'~ Time sampled: 11 :05 Batch Ticket No.: 76485 Cumulative Tonnage: 166.91 Temperature:F: 245 Load Tonnage: 13.67 Truck No.: Gl03 Bituminous Content, % 4.9 Total Mix 95.1 Total Aggregate Specification limits: 4.7-5.3 Sieve Analysis of: ~ Ignited Mineral Agg. Sieve Size % Accumulative Passing Min. Max. 1-1/2" I" 100 3/4- 99 100 100 1/2- 84 82 90 3/8- 76 72 80 1/4- - - - #4 62 55 63 #8 49 44 52 #10 - - -- #16 37 - -- #30 27 23 31 #40 23 -- - #50 19 - - #80 -- - - #100 10.6 -- -- #200 5.7 4.4 8.4 PAN Comments: Physical Properties of Bituminous Mixtures: ASTM D 1559 - - 50 Blows per Side 75 Blows per side X ASTM D2041 - Results: Avg. of Specifi- Properiy Standard 3 Specimens cation Bulk Density (pet) Bulk Soecific Gravity Theoreticai Max. SpeCific Gravitv 2.536 Air Voids (%) Stabilitv (poundS) Fiow (1/100 inch) Theoretical Max. Densitv 158.2 Orr Construction Company 4414 Vine Street Denver, Colorado 80216 ADP Office Building 4720 Independence Street Wheat Ridge, Colorado 80033 2' Nand 3' W from the SE Corner of Patch Bituminous Mixture Test Result Client Name: Address: Project Name: Location: Sample Location: RECEIVED OCT , lerracon OFlR CONSTRUCTION COMPANY 10625 W.I-70 Front.g. Rood Norlh, Sullo 3 Wheat Ridge, Colorado 80033 Phon.: (303) 423-3300 I Fox: (303) 423-3353 Project No.: Mix Source: 25012311 Date of Report: Colorado Asphalt Services, Inc. 09/10/01 Mix Type: Sampled By: Submitted By: Reviewed By: #1 (1/20) T. Venerable J. Mohier Sample I.D. No. Date: Date: 2311-10 09/10/01 09/11/01 '7 ,YVl./!.-A-- Test Procedures: X NCAT Asphalt Content Tester, ASTM D6307/ CPL5120 Time sampled: 1:30 p.m. Batch Ticket No.: 41424 Cumulative Tonnage: 16.97 Temperature,OF: 275 Load Tonnage: 16.97 Truck No.: 283 Bituminous Content, % Total Mix Total Aggregate - - Specification limits: Sieve Analysis of: ~ Ignited Mineral Agg Sieve SIze % Accumulative Passing Min. Max. 1-1/2" 1" 3/4" 100 1/2- 91 3/8" 86 1/4" --- #4 75 #8 57 #10 --- #16 39 #30 27 #40 22 #50 18 . #80 --- #100 10.8 #200 8.0 I PAN Comments: Physical Properties of Bituminous Mixtures: X ASTM D 1559 ...25.... 50 Blows per Side 75 Blows per side ASTM D2041 - Results: Avg. of Specifi- Properly Standard 3 Specimem cation Bulk Density (pc!) 146.7 Bulk Soecific Gravitv 2.351 Theoretical Max. Snecifrc Gravitv Air Voids {% \ Stabilitv (oounds) 2574 Flow 11/100 inch' 13 Theoretical Max. Densitv Bituminous Mixture Test Results Client Name: Address: Orr Construction Company 4414 Vine Street Denver, Colorado 80216 ADP Office BuildinQ 4720 Independence Street Wheat Ridge, Colorado 80033 2' N of Manhole Project Name: Location: Sample Location: RECEIVED , lerracon OCT 1 0 2001 1 625 W. 1.70 Front.g. Rood North, Sullo 3 OR R ..t Rldg., Color.do 80033 CONSTRUCTION COMPANY hone: (303)423-3300 I Fox: (303) 423-3353 Project No.: Mix Source: 25012311 Date of Report: Colorado Asphalt Services, Inc. 09/10/01 Mix Type: Sampled By: Submitted By: Reviewed By: #2 (3/40) Sample I.D. No. T. Venerable Date: J. Mohler Date: c-~, ?~ / 2311-9 09/10/01 09/11/01 Test Procedures: ~ NCA T Asphalt Content Tester, ASTM D6307 / CPL5120 Time sampled: 12:45 p. m. Batch Ticket No.: 41410 Cumulative Tonnage: 14.19 Temperature,OF: 275 Load Tonnage: 14.19 Truck No.: 364 Bituminous Content, % Total Mix Total Aggregate - - Specification limits: Sieve Analysis of: -25-lgnited Mineral Agg Sieve Size % Accumulative Passing Min. Max. 1-1/2- 1- 100 3/4- 99 1/2" 89 3/8" 86 1/4- --- #4 74 #8 53 #10 --- #16 37 #30 26 #40 21 #50 18 #80 --- #100 11.0 #200 9.1 PAN Comments: Physical Properties of Bituminous Mixtures: X ASTM D 1559 X 50 Blows per Side 75 Blows per side ASTM D2041 - Results: Avg. of Specifi- Property Standard 3 Specimen! cation Bulk Density (pet) 146.2 Bulk Soecific Gravitv 2.343 Theoretical Max. Snecific Gravitv Air Voids {% \ Stabiiitv loounds\ 2341 Fiow 111100 inch\ 12 Theoretical Max. Densitv llerracon 10625 W. 1-70 Frontage Road North, #3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: 303 423-3353 ., ."!:Bt~~~~H~SI€A~.i?R~~ /;~":c:;;;i_-'; '-<' -, .,> - <;',' "'.'e ;'~"'~';:;<b"'f-F'~~&.1!::;:!7;:;';H.rL;~~'.. Orr Construction Company Project Number: 4414 Vine Street Denver, Colorado 80216 Date of Report: ADP Office Building Sample 10 Number: 4720 Independence Street Wheat Rid e, Colorado 80033 D. Griest D. Griest 25012311 8/16/01 Client Name and Address: Project Name and Location: 2311-6 Reviewed By: .~ Sam pied By: Submitted By: Date: 8/16/01 8/16/01 Type of Material: Structural Fill Import 126.0 10.0 Date: Source of Material: Sieve Anal sis, ASTM C136/D4221Dl14 Sieve Size 0/. Passing Accumulative Soil Classification: Well Graded Sand with Sift and Gravel Liquid Limit and Plasticity of Soils Specification ASTM 04318 Moisture-Density Relations 12!] ASTM 0698: 0 ASTM 01557: Method: A Optimum Moisture, %: 7" 6" 5" SpeCific Gravity of Soils (minus #4 material) ASTM 0854 Specific Gravity: 4" 3" Resistance 'R' Value of Compacted Soils ASTM 02844 'R' Value: 2" 1" 3/4" Other: 'I,' 100 '/s" 98 #4 84 #8 66 #10 61 #16 48 #30 33 #40 26 #50 20 #100 13 #200 10.9 Copies: 1 & 10625 W. 1-70 Frontage Road North, #3 erracon Wheal Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: (303) 423-3353 .......................... ....>f..m(WPHVSI€Att.eR.El':ERllas:OSsElfl!tl~~<;~ .,...,.' .......... ........ .... . .... .......... . . .......,."'I!l_'.'.q2<.."'..,..",.,.,.....>"',.."':>~.,...~..~ Client Name Orr Construction Company Project Number: 25012311 and Address: 4414 Vine Street Date of Report: 8/16/01 DJ;lnver, Colorado 80216 Project Name ADP Office Buiiding and Location: 4720 Independence Street Wheat Ridoe, Colorado 80033 T. Evans T. Evans Sampled By: Submitted By: Sieve Size 7" 6" 5" 4" 3" 2" 1" - 3'4" /2" 3'a" #4 #8 #10 #16 #30 #40 #50 #100 #200 Copies: .. Sample 10 Number: 2311-5 Date: 8/16/01 8/16/01 Reviewed By: 4 ~ Type of Material: '" Fine to Med. Coarse Sand w/Aggregate Source of Material: Utility Trench Backfiil Date: Sieve Analvsis, ASTM C1361D4221D114 Soil Classification: Poorlv Graded Sand with Gravel ISP1. A-l-b 101 Liquid Limit and Plasticity of Soils LL = NV PL = NP PI = NP Maximum Dry Density, (pel): 119.0 12.0 % Passing Accumulative Specification ASTM 04318 Moisture.Oensity Relations Ii5l ASTM 0698; 0 ASTM 01557; Method; A Optimum Moisture, %: Specific Gravity of Soils (minus #4 material) ASTM 0854 Specific Gravity: Resistance 'R' Value of Compacted Soils ASTM 02844 'R'Value: Other: 100 95 90 76 65 63 57 47 38 31 9 4.3 , terracon Client Name and Address: Project Name and Location: Sam pied By: Submitted By: Sieve Size 7" 6" 5" 4" 3" 2" 1" '/4" '/2" 3/a" #4 #8 #10 #16 #30 #40 #50 #100 #200 Copies: 10625 W. 1-70 Frontage Road North, #3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: 303 423-3353 ..... ;;s ....:il$i*1f;;pliiySiCA~PR€i""'E7'iiEse~E)( . <(h ',-,;;,.;::''f.';;~!;1J; >~;',' <,,:''''^:' ";'>"'<t"~,:",:~~:~",!~:I~\Ii?'\lI:"":t~.,,.!._~~~~~. Orr Construction Company Project Number: 25012311 4414 Vine Street Denver, Colorado 80216 Date of Report: 8/9/01 ADP Office Building Sample 10 Number: 2311-4 4720 Independence Street Wheat Rid e, Colorado 80033 J. Mohler J. Mohler /h. C-~);{: Reviewed By: -~ Date: 8/9/01 8/9/01 Overiot Type of Material: Source of Material: Native Date: 103.0 19.0 Sieve Anal sis, ASTM C136/D4221D114 SOil Classification: Well Graded Sand with Silt and Gravel Liquid Limit and Plasticity of Soils % Passing Accumulative Specification ASTM 04318 Moisture-Density Relations 181 ASTM 0698; 0 ASTM 01557; Method: Optimum Moisture, %: Specific Gravity of Soils (minus #4 material) ASTM 0854 Specific Gravity: Resistance 'R' Value of Compacted Soils ASTM 02844 'R'Value: Other: 100 92 89 70 62 55 40 26 13 12 9 7.8 , 10625 W. 1-70 Frontage Road North, #3 ErraCOn Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: (303i 423-3353 .... ... ....i:i. ..... .' .................,..,.;>::~"'-""u,e-~'..y,.,.,~"';.._.. ~ ........... . '.' ...... ...... :':..F,JHYSI~A.[.' (SRql~~l!s~.~~,~QIt$:j. Client Name Orr Construction Company Project Number. 25012311 and Address: 4414 Vine Street 8/7/01 Denver, Colorado 80216 Date of Report: Project Name ADP Office Building Sample 10 Number: 2311-3 and Location: 4720 Independence Street Reviewed By: C).AA ~ Wheat Ridae, Colorado 80033 Sampled By: J. Mohler Date: 8/7/01 Type of Material: / Structural Fill Submitted By: J. Mohler Date: 8/7/01 Source of Material: Import Sieve Analvsis, ASTM C136/D4221D114 Soil Classification: Well Graded Sand with Sill and Gravel (SW-SM), A-'-b (0) Liquid Limit and Plasticity of Soils LL = NV Sieve % Passing PL = NP Size Accumulative Specification ASTM 04318 PI= NP 7" Moisture~Density Relations Maximum Dry Density. (pel): 124.0 6" 181 ASTM 0698; 0 ASTM 01557; Method; B Optimum Moisture, %: 8.5 5" Specific Gravity of Soils (minus #4 material) 4" ASTM 0854 Specific Gravity: 3" Resistance 'R' Value of Compacted Soils 2" ASTM 02844 'R'Value: 1" Other: 3/4" 100 '/2" 91 3/a" 87 #4 75 #8 59 #10 54 #16 42 #30 32 #40 23 #50 22 #100 11 #200 8.1 Copies: - pr::r.F1VCD .1 - -- -- _ ~"""~"';;;;""-T~- -~ ~--- - --~- ~ - - -------- ~-.;--~ .~- - _H -- "~-:1 H.~A; ,,"">>'j,;:;~ ; "~"/^'''>~qk': ~ ~~"Y"'~JJ-;'i:( J-;r~/:"';'J;;'l-;~.'-"" -;'/";: , ~ L~ ~~~_"_"-",~~'':~~~:2.r",:=--~~_I. _~I"\ ___ :? .:!~,-_ ?_~ , .~- - .~. ~ --- -' - - , ~ '-2 j . and Address: 4414 Vine Street 8/3/01 Denver, Colorado 80216 Date of Report: Project Name A[)P Ottlce Building Sample 10 Number: 2311-2 and Location: 4720 Independence Street Reviewed By: o/'.~/1A Wheat Ridge, Colorado 80033 Sampled By: J. Mohler Date: 8/3/01 Type of Material: Import Submitted By: J. Mohler Date: 8/3101 Source of Material: Building Fill . ,> sieveAil"iyjlS',AsTM C136J042211:i114': . Soil Classification: Sieve % Passing L.qU!O um.t ano l".asDc,I)' Or <>OIlS LL= " PL= 25 Size Accumulative Specification ASTM 04318 PI= 26 7" Moisture-Density Relations Maximum Dry Density, (pel): 6" o ASTM D698: 0 ASTM D1557; Method: Optimum Moisture, %: 5" Specific Gravity of Soils (minus #4 material) 4" ASTM D654 Specific Gravity: 3" Resistance 'R' Value of Compacted Soils 2" ASTM D2844 'R' Value: 1" Ulner: 3/4" 1/2" 3/8" #4 #8 #10 #16 #30 #40 #50 #100 #200 Copies: II C~';.: ,<':)"-1'( RI'rTC'\ CC\l' .....l\ \ 10625 W. 1-70 Frontage Road North, #3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 ax' (303) 423 3353 , lerracon SE.1l 2 0 2001 Client Name p y Project Number 25012311 D llerracon AUG 1 7 2001 ORR CONSTRUCTION COMPANY 10625 W. 1-70 Frontage Road North, #3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: 303 423-3353 Client Name Orr Construction Company Project Number: 25012311 and Address: 4414 Vine Street 7-20-01 Denver, Colorado 80216 Date of Report: Project Name ADP Office Building Sample 10 Number: 2311-1 and Location: 4720 Independence Street Reviewed By: Wheat Rid e, Coiorado 80033 Sampled By: J. Mohler Date: 7-20-01 Type of Material: Submitted By: J. Mohler Date: 7-20-01 Source of Material: SIeve Size % Passing Accumulative 5011 Classification: Cia sand with Uquid Um~ and Piasticity of Solis LL = 41 PL = 25 PI= 16 Maximum Dry Density, (pet): 98.5 Optimum Moisture, %: 24.0 Sieve Anal Is ASTh\ C1361D4221D114 Specification ASTM D4318 Moisture-Oensity Relations t8I ASTM D698; 0 ASTM 01557; Method: A 7" 6" 5" Specific Gravity of Soils (minus #4 material) ASTM D854 Specific Gravity: 4" 3" Resistance 'R' Value of Compacted Soiis ASTM D2844 'R' Value: 2" 1" 100 Other: 1" 91 '/2" 91 3/1" 86 #4 77 #a 70 #10 68 #16 62 #30 54 #40 49 #50 44 #100 34 #200 26.9 Copies: RFCEIVED llerracon AUG 2 9 Z001 10625 W. 1-70 Frontage Road North, #3 C~~ Wheat Ridge, Colorado 80033 r,<\ Phone: (303) 423-3300 CONSTRUCT:O;: CC\IP.~NY Fax: (3031423-3353 , . . ..',C"' '.'- .'. .,....' c"'"__"",,, , ." "'",." ., ...~ ..,>'...,...... PHYSICALPROP~~i1E$ OF S~I(S . ... " Client Name Orr Construction Company Project Number: 25012311 and Address: 4414 Vine Street 7-20-01 Denver, Colorado 80216 Date of Report: Project Name ADP Office Building Sample 10 Number: 2311-1 and Location: 4720 Independence Street Reviewed By: C),~ Wheat Ridoe, Colorado 80033 Sam pied By: J. Mohler Date: 7-20-01 Type of Material: / Overiot Submitted By: J. Mohler Date: 7-20-01 Source of Material: Native Sieve Analvsls, ASTM C136/D4221D114 Soil Classification: Clavev sand with oravellSC) A-2-7 (0) Liquid Limit and Plasticity of Soils LL = 41 Sieve % Passing PL= 25 Size Accumulative Specification ASTM 04318 PI= 16 7" Moisture-Density Relations Maximum Dry Density, (pcf): 109.5 6" [21 ASTM 0698; 0 ASTM 01557; Method: A Optimum Moisture, %: 17.5 5" Specific Gravity of Soils (minus #4 material) 4" ASTM 0854 Specific Gravity: 3" Resistance 'R' Value of Compacted Soils 2" ASTM 02B44 'R'Value: 1" 100 Other: "_3'4" 91 12" 91 3/8" 86 #4 77 #8 70 #10 68 #16 62 #30 54 #40 49 #50 44 #100 34 #200 26.9 Copies: - /~ Ie- Off' G1?5J. zqLj-02/5cB -l.~" WH[~r 1'/ '- 0 - G1 U "' COLOR P-\:P City of Wheat Ridge Planning and Development Department Memorandum TO: Darin Morgan, Chief Building Official SUBJECT: MaryAustin,planner(303-235-2852)~.-A-..;>""" ,-' -.' ,...,,,y.-)'" /'~...O J~' (:l12,/"f / 1,.(,J~ j /' ).- r"'/ """,,...4fl~' '---~"""~"."" ADP Office Building FROM: DATE: May 1, 2002 A site inspection has been performed at 4720 Independence St. to determine site completion for the Certificate of Occupancy. The following items remain outstanding and need to be resolved prior to Planning Department sign-off on the Certificate of Occupancy: 1. Landscaping is not complete. The lodgepole pines (24 trees) have not been installed. Several areas of planting beds have not been mulched. The landscaping along the north and east sides of the building is not complete. 2. The fencing along the property lines near the Independence St. driveway is too high. Since Independence St. is considered the front property line, there is a required 50 foot setback area. Fence height is limited to a maximum of 48 inches within this setback area and then may increase to 6 feet in height beyond that. This was shown correctly on the approved site plan (sheet AOOl). 3. The fencing along the east property line is not complete. This fencing is meant to screen the parking lot from the adjacent residential and is critical that it be completed. 4. Most of the fencing along the north property line near the Independence St. driveway exceeds the City's maximum code limitation of6 feet. A large portion of the fence has been placed on top ofa short retaining wall. The total height of a fence/wall is measured from the finished grade, 5 feet inside the property to which it belongs. The wall was not reflected on any approved plans. 5. There are several piles of landscaping rock still occupying many parking spaces in the lot. 6. The access to the site from the Frontage Road must be complete and opened for circulation. 7. The temporary wooden support and the flagged overhead lines to the construction trailer are still in place. It constitutes a safety hazzard and needs to be addressed prior to occupancy. Please let me know if clarification is needed regarding any of these issues. HP OfficeJet Personal Printer/Fax/Copier Fax Log Report for DEVREVFAX 303 235 2857 May-02-02 06:03 AM Identification Result Pal!es Ill!!< Date Time Duration Diaj!nostic 93032940458 OK 01 Sent May-02 06:02A 00:00:42 002586030022 7.4.Q BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice f?:L Job Located at 17 ZrJ .h-.c4.'i!f'O-&/"J,(J- , I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: :) ;;~Itf AU iF' .51-~u.,,~Jb t.I'okfc~ =",c:,;s'P'Z'5; _ J7iV;~r1f., - Z,-/ocRfl' ",-,,,1..0/ ~~ ? ~) r,:'yk-l~ ""It 6o".~l/~_ ~';",a...i.o~ /1/> "l;- 5 'ok ;::;, J'i 11." ~ ."/1 ;, oS) - <- - t= /.'7::; /,JI v ,- II II I -/ ,j: )=c ~) rir>e "b--,)/kJ Ff...r /UkdmJ,o,> /.'> 2 ~ PJ,,~r 6ho. - ~c!/?>. I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ifJ2-7 ~ Date 1~ -?--- DO NOT REMOVE THIS TAG Inspector lor Building Dept. FORM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at q 7z:.o ;:;'+~fl/P./ if- /:: I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~ t~:h.~~ rz!:?!f~ ~.-d /#a,/~~j)cn.l ;) .~~" -<U, ,,"s..;t.t.' <;ru<- ,4",.-n j\/'~~/ .,A /J' .r/ ,I ( ~'" .$& 'j1.?-tJ /Jt//.$" Q/~.k t}I J?-zIV,'rL 01/ r''''~ );...~"',;.A.. ",../-V.-';": . -' I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date ct:i DO NOT REMOVE nspector lor Building Dept. FORM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at -- / / " l;/7,2t:J ...L 11rl,.-- /J{jJ/'[il-1cr "'-] ,I I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 7" s.r, , II J,-c, I f e Ii 1.//;' v '" ,t."" I I" ( ,,Ii ,j,! &-151r.ff 14'1, SS;i/[, 0.:1 I~ J..:-,/ "/('l11 I, /~)()I'" I /" J' .I I f ji'/I- "".-1r/ I, ,1 ...) .4'r .c/uo/ 1-,).A<~1<..: j /} ('1 / for.l." 1/./ r ,0 'j <., I/~ i,' / I /... -.J '0/1 0 / n... /j ,., rSPI;5'AJr l'l:;.j( jil c/r'(vrJll II/.j,/. .I,,;,; /:"'/U' if -; ...'/.,j I "j Jii ii/' Y''-.JO'.'"li - [/Jv-j/,((v- ,.'(/It:. ')/') / ~-/' :lb ~.A'" h~r(;/1.lj_4/[ h1IS:S_J/~);; ,.... r 1,.:..1/1 ) ., .) i'7 Swl r 0('..'/ .<1."tl vJ/; (:AI ;J!:- r i .-r ..r '/ ( - -, JI '7~' fl,JC"r IA <:;! re,,4 (:' . / . '/. ,) I /).} ,132 I "j/ p) You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date LI/ :!I.~J ,,7""- (7 {~._-- Inspector lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 APR. 17.2002 8:58AM ORR CO~6TRUCTION 0 rjO.772 P.VI Monroe & Newell Engineers, Ioc. April I 0,2002 ORR Construction 4414 Vine Street Denver, CO 80216 Altn: Mr. Ken Moore Re: ADP Office Building (M&N #5163) Gentlemen: Monroe & Newell Engineers, Inc. observed the core and shell of the referenced structure during construction. To the best of our knowledge, and belief, based on our limited visual observation, and the information provided us, the core and shell is coru>tructed substantially in compliance with th~ intent of the cOI,struction docwnents as approved by the Wheat Ridge Building Department. If you have any questions or comments, please call, Very truly yours, MONROE & NE\\'ELL ENGINEERS, INC. Reviewed by: ~(!,~ Alan Stepneski, P.E. Project Engineer ~~'-P~ Principal cc: City of Wheat Ridge Building Department www_monrOl?newell.com 1701 Wynkoop Street. Suite 200 . Denver, CQlCn':Hlo A0202 (303) 623.4927 . FAX (30,3) 623-6602 . cmail denvetillr'l"1t.lnTQe.ne~:ell.c()1T'I THIS lIT OF PLANS TO REMAIN AT THE JOB liTE AT ALL TIMES. 3 fOl I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a NICET Level 4 Senior Engineering Technician. THIS SET OF PLANS TO REMAIN AT THE JOB SITE AT ALL TIMES. Y/~~ MICHAEL S. ERTZ Date 7/1/04 Cert. No. 080426 General Notes S m bols Syr,p.bol Description ijydraulic Referenc~ Points [1~ et!J E1lev. Below Top of Steel [ 8-6] E.llev. Above Finished Floor + (TDS 20-0) Ellev. of Top of Steel Oeiling Height + :Qenotes Hanger Location P Rise up or down Number of S rinklers Total This Job Total' This Sheet Symbol e 1. All Pipe Locations are to be Field fdeasured Prior to Fabrication and Inst~llation qy SprinkJer Contractor. 2. All Dimensions Shown are Center tp Center. 3. High Temperature Heads a,re to be Field Lopated Wh~re Required. 4. All Pipes and HaI}gers are to be lqstalled per NFPA #13. 5. Hangers are to b~ U.L. Listed and F.M. Approved. Pfans are approved as submitted with written and altached tommenIs. subject to Rough and Finalln~tions. including Acceptance Tests. NO work is to be concealed until rough inspections and acceptance tests are completed. Please contact the Division of F.ire Prevention at 303-42~5f Ext 212, to schedule inspections and. tests. '24 hou" advence notiCe of inspections or tests is required. InspecQons and tests. are conducted Monday through Thursday. . Date : Signature: Arvada Protection District. Division of Fire Prevention 6503 Simms Street, Arvada, CO 80004..260-7 Drawing A Title Contract No. Revisions: Drawn By 1'~c..o Scale 1/8" = 1-0 Date fj Approval By ~~~ Fff\e GENERAL NOTES: 1. THE SYSTEM IS DESI<LlNED PERNFPA #13 LATEST EDI N AND THE REQUIREMENTS OF THE DENVER BUILDING DEPARTMl1 T AND THE DENVER FrREDEPARTMENT. 2. ALL MATERIALS TO BE UL LISTED AND/OR FM APPROvE}). 3. ALL HANGERS ANJj SPACING TO BE IN ACCORDANCE TO Nt~A#13. 4. SPRINKLER HEAD LOCATION ON THE DRAWINGS ARE APPROXIMA TE AND COULD BE SUBJECT TO FIELD CHANGE. 5. THE SYSTEM IS DESIGNED PER LIGHTIDZAB.:D GROUP OCCUPANCY (OFFICES) WITH A MAXIMUM HEAD SPACING OF 22j SQUARE FEET. 6. SPRINKLER HEADS TO MATCH EXISTING BUILDING'STANr>ARDS. 7.TImEXJ'SmfNGFIRES;P~E!R"SYSTEM IS AI 1/4" GRIDDED SYSTEM. THIS SET OF PLANS TO REMAIN AT THE JOB SrrE AT ALL nMES. Date: Job: f-fY6 10 i~D(Nb 47 2-0 INt?Eft=N~c.e ~T l,oz) WH~ATf\U)0e~O ~ o ~'J::" Contractor: FIRE PROT. CONTRACTING, INC. 3812 TUNDRA PLACE LOVELAND, CO 80538 PHONF 1n~- S17-7~h1 --------.. ~ ~ ~ ~ en. r: ^ VI Q7tLAt: /u (lo. A r JPG If'7ZiJ I;;.(e e bu.- ENGINEERING. INC 1833 MrN. VIEW RD.. SEDALIA CO (3031688-9044 GENERAL INFORMATION ,ADPCORE & SHELLo 2ND FLOOR TENANT FINISH WHEATRIDGE. COLORADO 5300' PAHL-PAHL-PAHL ARCIDTECTS CARVER ENGINEERINGo INC. SIMPSON CO. JP GRIFFITH. JOHN BESSENT APRIL 2002 , PROJECT LOCATION ELEVATION ARCIDTECT MECH. ENG. CONTRACTOR BAL. CREW DATE INSTRUMENTS USED CALIBRATION DATE: OCTOBER 2001 SER.# VELOMETER ANEMOMETER SPEED INDICATOR AMMETERNOLTMETER MAGNEHELlC GAGE PRESSURE GAGE PRESSURE GAGE-DIFFER. PYROMETER THERMOMETERS Shortridge ADM-870 Davis Al2 Ball Brg. Biddle 9920 Fluke 32 DwYer 0-1.0". 0-2.0" W.C. Wiess Gauge 0-60 Dsi Shortridge HDM-300 Alnor 2300 E Ravtek STK M96080 JPG-17 786293 525666 JPG 12 & 13 JPG31 W99036 W99036 METHOD OF BALANCE Supply Diffusers are read with a capture hood using a Shortridge Air Data Meter. Supply registers were read with an anemometer and flow tube. Exhaust and return inlet registers were read with Shortridge Air Data Meter and flow Hood. DDC Velocity sensors on V A V and FPB boxes were calibrated to actual flow measured with Air Data Meter. Heating water flow rates were measured with a differential pressure meter on . nstalIed flow el ent.~ llliING EQUIPMENT DATA PROJECT ADP EQUIPMENT INFORMATION UNIT# RTU-1 (SUPPLY) MAKE TRANE MODEL # SLHFC754B1 SERIAL # C011C65039 RATING 23,500 CFM @ 1.75" ESP MOTOR DATA MAKE BALDOR IIH.P. 40 I PF/EFF 83/93 I TYPE II;~.' 3 I RATED SPEED 1775 MEAS. VOLTS VFD-480 1.15 230/460 RATED VOLTS MEAS. AMPS VFD-37.8 1 FR. 324T I RATED AMPS 95.6/47.8 STARTER DATA MAKE VFD-AL TIVAR MODEL B07R07 SIZE ENCLOSURE CLASS THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER DRIVE DATA DRIVEN SHEAVE 2B5V136 BORE BX23/16" DRIVER SHEAVE 2B5V86 IBORE BX21/8" I BELT SIZE 5VX110 2 No. BELTS DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM 1110/1110 FINAL AMPS VFD-37.8 PRESSURE INFORMATION PUMP IIN I OUT RISE FILTER IIN -0.25" lOUT NOT ACCESSIBLE jDROP I HEAT COIL 0.05" IN 0.60" OUT 0.55" DROP COOL COIL IIN -1.35" IIOUT -1.60" I DROP 0.25" FAN 2.15" IN -1.60" OUT 0.55" RISE nN IloUT I RISE I REMARKS: FINALLED ON MIN (12%) OSA WITH ALL VAV'S CALLING FOR MAX COOLING MAINTAINING 0.50" DUCT STATIC AT 60 HZ. DUCT STATIC SETPOINT IS 1.0". fl:?iilNG EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# RTU-1 (EXHAUST) MAKE TRANE MODEL # SLHFC754B1 SERIAL # C01 K65039 RATING 22,000 CFM @ 0.5 ESP MOTOR DATA MAKE CENTURY H.P. 10 I PF/EFF 81/89.5 TYPE MOGB !PH. 3 I RATED SPEED 1760 MEAS. VOLTS 480-480-480 1.15 230/460 SF. RATED VOLTS MEAS. AMPS 9.7-9.6-9.6 IFR. S215T II RATED AMPS 25.8/12.9 I STARTER DATA MAKE I MODEL i SIZE I ENCLOSURE CLASS - THERMALS THERMALS (EXISTING) AMP RATING (REQUIRED) AMP RATING OTHER FACTORY INSTALLED DRIVE DATA DRIVEN SHEAVE 2AK154H BORE H X 1 7/16" DRIVER SHEAVE 2AK54H BORE H X 13/8" BELT SIZE AX92 No. BELTS 2 DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM 600/600 FINAL AMPS 9.7-9.6-9.6 PRESSURE INFORMATION PUMP I fiN IloUT I RISE FILTER IIN II~~~ I DROP HEAT COIL IN DROP I COOL COIL II:~ -0.40" II ~~~ ATMOSPHERE I DROP FAN 0.40" RISE IIIN IIOUT IIRISE I REMARKS: FAN TRACKS WITH SUPPLY FAN TO MAINTAIN BUILDING STATIC. \:l 2 bj ~ - ~ o o ...J LL I- en .... Z o !;( e..> o ...=. ~ ~ E-- ~ o ~ u Z ~ ...J ~ o::l ~ ~ .... . ::l Ii: :;;;; W I- en r c!!!.. - ::iE Z Z Z Z Z Z z en :;;;; :;;;; :;;;; :;;;; :;;;; :;;;; :;;;; 10 !;( 10 !;( I- 0 !;( !;( !;( 0 !;( 0 ...... ...... 10 <( ...... 0 0 ...... ...... 0 ...... ...... Z ...... Z Z ...... Z ...... 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AMPS 11.8 IIFR. II RATED AMPS 13.4/6.7 I STARTER DATA MAKE NONE MODEL SIZE I ENCLOSURE CLASS I THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE AK65 BORE 3/4" DRIVER SHEAVE IVL44 (IT MAX) IBORE 5/8" I BELT SIZE' A28 1 No. BELTS DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM 920/800 FINAL AMPS 11.6 PRESSURE INFORMATION PUMP IIIN If OUT I RISE FILTER I:~ II~~~ I DROP HEAT COIL DROP J lOUT OUT ATMOSPHERE OUT FINAL = 2400 CFM. REMARKS: IIN IN NOT ACCESSIBLE IN REQUIRED = 2400 CFM COOL COIL FAN Il~~~ RISE ~ ~ ~ ~ -< ~ -< o ~ u Z -< ~ -< ~ ~ - -< r-- ..J II.. c z N O/J .... m ... Z o !;;: t) o ...J = (!) :; u.. Z <..J 3 ~ J: UJ > :; :; u.. <..J ::l :; Z :; ~ UJ > It) 0 0 It) It) 0 It) It) It) 0 0 :; co co co co <0 I'- <0 <0 0 0 0 u.. N N N N N N N N ...... ...... 'f ~ <..J N <C Z u.. ~ UJ . > It) It) It) It) It) It) It) LO 0 0 0 :; I'- I'- I'- I'- I'- I'- I'- I'- 0 0 0 Q u.. N N N N N N N N ...... ...... 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I RATED AMPS 2.5 STARTER DATA MAKE NONE II MODEL SIZE THERMALS II ENCLOSURE CLASS (EXISTING) AMP RATING I~- THERMALS II (REQUIRED) AMP RATING I OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE 31/2" CONGRESS IBORE 3/4" DRIVER SHEAVE IVL25 (MAX) I BORE 1/2" I BELT SIZE 3L200 1 No. BELTS DRIVE CHANGE I BELT CHANGE I INITIAL\FINAL RPM 1200/1040 2.1 FINAL AMPS PRESSURE INFORMATION PUMP IN IloUT I RISE FILTER IIN ll~~~ I DROP HEAT COIL IN DROP .i COOL COIL FAN IIN IN NOT ACCESSIBLE IIN REQUIRED = 150 CFM lOUT OUT ATMOSPHERE lOUT FINAL = 160 CFM. IIDROP RISE II RISE REMARKS: ~ ~ ~ ~ -< ~ o ~ u Z -< ~ -< ~ ~ - -< z o !;;: t) o ...J (!)~ Z<..J ~ UJ~ J:UJ > :; :;t; ::l ~ Z ~~ UJ > 0 0 0 :; CO CO <0 u.. ...... ~ <..J <C Z u:: ~ UJ > It) LO 0 :; I'- I'- It) Q u.. ...... UJ <..J 0:: 5 0 UJ ~ 0:: UJ > <C UJ 0:: <( ~ <( ::l f- ~ <0 UJ<..J X N<( <0 <0 Ci5 Z :)<0 <0 [LX X <0 <0 ......N ...J <( (!)~ I- 0 Zll.. 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THERMALS (EXISTING) AMP RATING THERMALS II (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE 4 1/2" CONGRESS I f BORE 3/4" DRIVER SHEAVE IVL40 IBORE 1/2" I BELT SIZE 3L230 No. BELTS 1 DRIVE CHANGE BELT CHANGE INtTIAL\FINAL RPM 1340/1340 FINAL AMPS 2.2 PRESSURE INFORMATION PUMP IN IloUT RISE FILTER \:~ I\~~~ I DROP HEAT COIL DROP I COOL COIL IIN OUT DROP FAN OUT ATMOSPHERE RISE IN NOT ACCESSIBLE llN OUT RISE REMARKS: REQUIRED = 800 CFM FINAL = 820 CFM. flXi,NG EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# MODEL # EF-4 ZC10 I I MAKE II SERIAL # PENN WG18403Z RATING 800 CFM @ 0.375" TSP If MOTOR DATA MAKE WEG H.P. 1/4 PF/EFF TYPE PH. 1 RATED SPEED 1740 MEAS. VOLTS 120 SF. 1.35 RATED VOLTS 115/208-230 MEAS. AMPS 4.8 FR. RATED AMPS 5.3/2.65 STARTER DATA MAKE NONE MODEL SIZE ENCLOSURE CLASS THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE AK70 BORE 3/4" DRIVER SHEAVE IVL40 BORE 5/8" BELT SIZE 4L420 No. BELTS 1 DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM 975/975 FINAL AMPS 4.8 PRESSURE INFORMATION PUMP IN OUT RISE FILTER IN OUT DROP . HEAT COIL IN OUT DROP COOL COIL IN OUT DROP FAN IN ATMOSPHERE OUT ATMOSPHERE RISE IN OUT RISE REMARKS: REQUIRED = 800 CFM FINAL = 855 CFM. JPG ENGINEERING PROJECT I ADP PUMP DATA BOILER CIRC. BOILER CIRC PUMP # P-1 P-2 MAKE TACO TACO MODEL # 1611C3NI 1611C3NI SERIAL # 202 202 RATING 40 GPM]t 15' HD 40 GPM jL15' HD MOTOR DATA MAKE EMERSON EMERSON HP PHASE 1/2 1 1/2 1 TYPE FRAME SF PFIEFF 1.25 1.25 RATED SPEED 1725 1725 RATED VOLTS 115/230 115/230 RATED AMPS 7.0/3.5 7.0/3.5 STARTER DATA MAKE NONE NONE MODEL THERMALS RATING I I OTHER TEST DATA MEASURED VOLTS 120 120 INITIAL AMPS 6.8 6.8 FINAL AMPS 6.8 6.8 PRESSURE DATA SHUT OFF IN OUT 37.0 PSI 45.0 PSI 37.0 PSI 46.0 PSI SHUT OFF RISE 8.0 PSI 18 Ft. HD 9.0 PSI 21 Ft. HD FULL OPEN IN OUT 32.0 PSI 38.0 PSI 35.0 PSI 42.0 PSI FULL OPEN RISE 6.0 PSI 14 Ft. HD 7.0 PSI 16 Ft. HD FINAL IN OUT 32.0 PSI 38.0 PSI 35.0 PSI 42.0 PSI FINAL RISE 6.0PS' 14 Ft. HD 7.0 PSI 16 Ft. HD REQUIRED GPM 40 40 FINAL GPM 41 38.7 REMARKS P-1 B & G 2" REQUIRED = 2.2' FINAL = 2.25' P-2 B & G 2" REQUIRED = 2.2' FINAL = 2.13' I PAGE- JPG ENGINEERING PROJECT I ADP PUMP DATA HOT WATER SYSTEM HOT WATER SYSTEM PUMP # P-3 P-4 MAKE TACO TACO MODEL # FE1508E21 E FE1508E21E SERIAL # RATING 90 GPM~ 40' HD 90 GPM @ 40' HD MOTOR DATA MAKE BALDOR BALDOR HP PHASE 3 3 3 3 TYPE FRAME 182T 182T SF PFIEFF 1.15 1.15 RATED SPEED 1725 1725 RATED VOLTS 230/460 230/460 RATED AMPS 8/4 8/4 STARTER DATA MAKE GENERAL ELECTRIC GENERAL ELECTRIC MODEL CR307B1 CR307B1 THERMALS RATING 3.lC419A I 3.lC419A I OTHER RANGE 3.44 TO 4.03 RANGE 3.44 TO 4.03 TEST DATA MEASURED VOLTS 480-480-480 480-480-480 INITIAL AMPS 3.3-3.4-3.3 3.4-3.4-3.4 FINAL AMPS PRESSURE DATA SHUT OFF IN OUT 20.0 PSI 47.0 PSI 20.0 PSI 48.0 PSI SHUT OFF RISE 27.0 PSt 62 Ft. HD 28.0 PSI 65 Ft. HD FULL OPEN IN OUT 14.0 PSI 26.0 PSI 12.0 PSI 24.0 PSI FULL OPEN RISE 12.0 PSI 28 Ft. HD 12.0 PSI 28 Ft. 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'" :t. :t. ci. ci. , 0:1: :I: - _::J ::J ::J ::J :J ~ :J f-(J (J (J (J I;: .... ~ > "- en e::: u.J i I- o J: :::!: w I- U) >- U) ~ c.. Cl <( l- t) u.J -, o e::: c.. JPG ENGINEERING PROJECT I ADP PUMP DATA RTU-1 (HOT WATER) RTU-1 (HOT WATER) PUMP # P-5 P-6 MAKE TACO TACO MODEL # 1611C3N1 1611C3N1 SERIAL # 04102 04102 RATING 10 GPM tm 15' HD 10 GPM J!15' HD MOTOR DATA MAKE EMERSON EMERSON HP PHASE 1/4. 1 1/4 1 TYPE FRAME SF PFIEFF RATED SPEED 1725 1725 RATED VOLTS 115 115 RATED AMPS 5.7 5.7 STARTER DATA MAKE NONE NONE MODEL THERMALS I RATING I I OTHER TEST DATA MEASUREb VOLTS 120 120 INITIAL AMPS 5.1 5.2 FINAL AMPS 5.1 5.2 PRESSURE DATA SHUT OFF IN OUT 47.2 PSI 53.8 PSI 48.1 PSI 54.7 PSI SHUT OFF RISE 6.6 PSI 15 Ft. HD 6.6 PSI 15 Ft. HD FULL OPEN IN OUT 43.3 PSI 48.4 PSI 46.4 PSI 51.5 PSI FULL OPEN RISE 5.1 PSt 12 Ft. HD 5.1 PSI 12 Ft. HD FINAL IN OUT 43.3 PSI 48.4 PSI 46.4 PSI 51.5 PSI FINAL RISE 5.1 PSI 12 Ft. HD 5.1 PSI 12Ft.HD REQUIRED GPM 10 10 FINAL GPM 11 11 REMARKS '1 PAGE- If!iING EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# FC-1 MAKE CARRIER MODEL # 400KB036-3 SERIAL # 2301100085 RATING 970 CFM @ NOT GIVEN MOTOR DATA MAKE AO SMITH H.P. II PF/EFF TYPE PH. 1 IRA TED SPEED I MEAS. VOLTS 120 SF. 1.0 115 RATED VOLTS MEAS. AMPS 0.65 FR. RATED AMPS 0.78 STARTER DATA MAKE NONE MODEL . SIZE ENCLOSURE CLASS THERMALS (EXISTING) AMP RATING THERMALS (REQUtRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE DIRECT DRIVE BORE DRIVER SHEAVE BORE BELT SIZE I No. BELTS I DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM FINAL AMPS 0.65 PRESSURE INFORMATION PUMP IIIN OUT I RISE I FILTER IIIN IIOUT I DROP COOL COIL IN lOUT IIDROP I FAN IN NOT ACCESSIBLE OUT ATMOSPHERE RISE IN OUT IIRISE I REMARKS: REQUIRED = 970 CFM FINAL = 990 CFM HIGH SPEED. I HEAT COIL IIIN IIOUT IIDROP lllilNG EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# CUH-1 MAKE TRANE MODEL # V5C437 AB SERIAL # T01K05101B RATING 280 CFM MOTOR DATA MAKE AO SMITH H.P. 0.05 PF/EFF TYPE PH. 1 RATED SPEED 1080/810/600 MEAS. VOLTS 120 SF. 1.0 RATED VOLTS 115 MEAS. AMPS 0.8 FR. RATED AMPS 0.8 STARTER DATA MAKE NONE MODEL SIZE I ENCLOSURE CLASS I THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE DIRECT DRIVE I BORE DRIVER SHEAVE BELT SIZE IIBORE No. BELTS DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM FINAL AMPS 0.8 PRESSURE INFORMATION PUMP ,IN IloUT I RISE FILTER I:~ II~~~ I DROP HEAT COIL DROP I COOL COIL I :~ NOT ACCESSIBLE lOUT I DROP FAN OUT ATMOSPHERE RISE I IIIN IloUT 1 RISE IREMARKS: REQUIRED = 280 CFM FINAL = 300 CFM HIGH SPEED. JIrilNG EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# CUH-2 MAKE TRANE MODEL # V5C437AB SERIAL # T01K05102B RATING 280 CFM MOTOR DATA MAKE AO SMITH H.P. 0.05 PF/EFF TYPE PH. 1 RATED SPEED 1080/800/600 MEAS. VOLTS 120 SF. 1.0 RATED VOLTS 115 MEAS. AMPS 0.6 FR. RATED AMPS 0.8 STARTER DATA MAKE NONE MODEL SIZE I ENCLOSURE CLASS THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE DIRECT DRIVE DRIVER SHEAVE BELT SIZE DRIVE CHANGE INITIAL\FINAL RPM BORE BORE No. BELTS BELT CHANGE FINAL AMPS 0.6 PRESSURE INFORMATION PUMP IN OUT RISE FILTER I\IN lOUT \DROP I HEAT COIL IIN OUT DROP COOL COIL I :~ NOT ACCESSIBLE OUT \DROP I FAN OUT ATMOSPHERE RISE IIIN IloUT IIRISE I REMARKS: REQUIRED = 280 CFM FINAL = 305 CFM HIGH SPEED. fl!fiRING EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# CUH-3 MAKE TRANE MODEL # V5C457 AB SERIAL # T01K05103B RATING 200 CFM MOTOR DATA MAKE AO SMITH H.P. 0.05 PF/EFF TYPE PH. 1 RATED SPEED 1080/800/600 MEAS. VOLTS 120 SF. 1.0 RATED VOLTS 115 MEAS. AMPS 0.8 FR. RATED AMPS 0.8 STARTER DATA MAKE NONE MODEL SIZE ENCLOSURE CLASS THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE DIRECT DRIVE BORE DRIVER SHEAVE BORE BELT SIZE No. BELTS DRIVE CHANGE BELT CHANGE INITIAL\FINAL RPM FINAL AMPS 0.8 PRESSURE INFORMATION PUMP IN OUT RISE FILTER IN OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP FAN IN NOT ACCESSIBLE OUT ATMOSPHERE RISE IN OUT RISE REMARKS: REQUIRED = 200 CFM FINAL = 220 CFM HIGH SPEED. ------ fl!i'NG EQUIPMENT DATA PROJEa ADP EQUIPMENT INFORMATION UNIT# CUH-4 MAKE TRANE MODEL # V5C437 AA SERIAL # T01 K051 OOB RATING 400 CFM MOTOR DATA MAKE AO SMITH IIH.P. .10 1 PF/EFF I TYPE ll:~~ 1 I RATED SPEED 1475/1315/1070 MEAS. VOLTS 120 1.0 115 RATED VOLTS MEAS. AMPS 1.3 IIFR. I RATED AMPS 1.6 STARTER DATA MAKE NONE MODEL SIZE I ENCLOSURE CLASS I~ THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHER BUILTIN OVERLOAD PROTECTION DRIVE DATA DRIVEN SHEAVE DIRECT DRIVE 11 BORE DRIVER SHEAVE BELT SIZE DRIVE CHANGE IIBORE No. BELTS II BELT CHANGE INITIAL\FINAL RPM II FINAL AMPS 1.3 PRESSURE INFORMATION PUMP IIN II OUT IRISE FILTER I:~ II~~~ ll~:~: I HEAT COIL COOL COIL I:~ ATMOSPHERE lOUT I DROP I FAN OUT ATMOSPHERE RISE IIN I OUT IRISE I REMARKS: REQUIRED = 400 CFM FINAL = 470 CFM HIGH SPEED. lOOi^l -ONI~4S~ S31fllJ3l-fJS'9 SaN~31 :JVNi ~~!l 1.OOO~-LOOZ:~oov:l ""'" :u.o:>i(] O~~~ IOOZ 'It lSrom ~10(l 3NON ~ ==-'=~ ,..';:--:"'~..~ ....~.....:;'.~~ "" I fTl :P- -; :;0 o <;) fTl -l'> 0 :r: \':::b ---J'1 < \_, N '1)> '-l 000 '\] _ [Tl z: ' CJCD[Tl !'lCGJ ' -0 , S2',\D !'l00 o;:<:~ 6Z(f)0 !'l GJ , Z )> \. o z: !'l 0 (f) (f) -j 0 :;:0 :r: !'l [Tl !'l 0 -j C , [Tl (f) (') o r o :;0 :P- O o """~_... 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IIllVH.)-SlO3t<3S000 l:Il'f HOUS(lQfllXl <J3N33Jsllll~~ @ {IIllYJllllllVI<U3rlli_.t@ (!G1OOI~lftVffOUS/IEIl'OOCl03H33!r.)S~"'gtCD :S310NA3~ N\fld 300~ ::J\f^H , 'I 4~~ ,ll-.l~>l/l NVld 300(1 JV^H I I @---- '---1---' , , 'C3 g' , , i \' ! , , , , : 1 ~-- @---- , , , " , -, --, @---- @---- ~ , ~ , ' , ~ ~ ~ , ~ , ~ ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13539 3/11/02 Property Owner: ADP Property Address: 4720 INDEPENDENCE ST Contractor License No. : 21206 Company: Sign A Rama Phone: 294-9211 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phpne: 303-721.8803 Construction, alue : Permit Fee: Plan Reviel/l Fee: Usb Tax: 'Total: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other apPlicab~~. VYh.e_~.tRidge ord" ~~,fOrW~r~!nder thi,S permit. (OWNER)(CONTRACTOR) SIGNED- '. "q;:J/ DATEYP;2 Use' Description: 2 WALL SIGNS / $4,503.00 $111 25 $0.00 $67.55 78.80 BUILDING DEPARTMENT USE ONLY ....... Approval: MLC Zoning: I SIC: Sq. Fl. : 35 COMPLIES WI StGN CODE. SEPARATE PERr.1IT NEEDED FOR ELECTRICAL. - MUST MEET U.L. & NEC REQUIREMENTS Approval: BG ---- ~-- Approval: Occupancy: Roof: Stories: Residerltial Units: i Walls: Electrical License No : Company: Mechanicall License No : Company' ' Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration qJate . Approval' (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State 6f Colorado and to the Zoning RegUlations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. : (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building ~uthorized is suspended or abandoned for a period of 120 days. i (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes !have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made kJr if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. i (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before ~ro 'in~withsu ssivephasesofthejob. ' (6) is a r~it or the approval of draw.ings and specifications sh~1I not be construed to be a permit for. nor an apprbval of, any violation of the i ns II g S or any other ordinance, law, rule or regulation. , Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: API' '17:<0 T44'7'''"''''d<''hOP 2/204-- Company: 5/"17 A "R';;h7'2 Phone: 3t:>,? ;Z'i"1" 7'.2// (IJ,..r C P4s;;:."".c.:l;o..J Phone:",,':?...?' j7/,'/8BCU' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ I/SCJ:3 b$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Totai:$ 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 witl1 the Wheat RidQ:e Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work und-er ~- ~ (OWNER)(CONTRACTOR)SIG . . ':i0.' / DATfif~..7- ~ 'He.. Description: cA \jJ~ S,~ W ZONING COMMENTS: t . Approval: f\\.\c. Zoning:~ BUILDING DEPARTMENT USE ONLY Qom?~Q-S Lru/b~r\~~ ~\~ ~~'= ~&.d.. ~~\ ~c:tt\C~ _ SIC: b SqFt"5S BUILDING COMMENTS: Approval: t!.. (;.. ri1v../ m6#l/ Vi. f-/VFC p'eet/{~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) TIlis pennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) TIlis pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new pennitmay be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. Ifchanges have heen or if suspension or nhnnckllll11cnt exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspectortwenty-four(24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 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"" ]~Rs~~~a s:: lD II::i :::s l- 'D S::~'C \'\J ~ (\j ~....s:: ~--:E.. \J\ lD~L~m.~1S\ ~ "''' <1l E""" DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date 13474 2/26/02 Property Owner: Property Address: Contractor License No. Company: ADP OFFICE 47.10 INDEPENDENCE ST 21210 Fire Protection Contracting Phone: 517-7461 Phone: 517-7461 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 regul s of the City of Wheat Ridge or covenants, easements or restrictions of ecord: th a measurements shown, and allegations made are accurate: that I have read and agr e b" e by all conditions printed on this application, and that I assume full respo. sib ity r. ompliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable e nces, for work under this permi . DATE t 1-C/ O~ Construction Value. Permit Fee Plan Review Fee: Use Tax: $25,00000 $39' 25 $0.00 $375.00 (OWNER)(CONTRACTOR) SIGNED Total: $766.25 Use: Description: FIRE PROTECTION OF NEW BLDG. - BUILDING DEPARTMENT USE ONLY !iil1III1Il___iliiIilIl. ~!!L,;~"""g;~~ftMRem Approval: Zoning: SIC Sq. Ft _I._~! Approval: 11I~~~1 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company' Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State 01 Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City This permit shatl expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made 'n the original plans and specifications and any suspension or abandonment has not exceeded one (1) year If changes EIre made or if SlISPPr>"'f)'l 0' ah"nrlf)'lmpn' exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the BUilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job T ~_ermit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any Violation of the " '// ! ;,"dlng codes 0' any o'he, o,dlnanee. 'aw, cu'e N 'egUla',on. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCATlON hOIV Ofl~IL& . 4-/10 i f'S'1&1~De~Cf:; qf' h r2A5 prlul!!Jl-O/\..l, Co,J T'4><<.:ft f-JI!J Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Phone?O ~ -'il 7 -7 l/(jJ ( Company: IN L.Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction V alue:$2.0000 ,"'" PermitFee:$ ~~'\.dS Plan Review Fee:$ Use Tax:$ ?p99- Total:$ =J ldo.::6 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; th 1 measurements shown, and allegations made are accurate; that I have read and agre 0 bide by all conditions printed on this application and that I assume full reSPi~'. ,1ty for compliance with the Wheat Ridge. Building Code (U.B.C) and all oth rap ic b e heat Ridge Ordinances, for work under this permit. : ' on i .." J j''l' (OWNER)(CON1RAcrOR) SIGNED I' DAT~~?" Description: flU rr<{)T&v/lorJ Ol~ f'lev\J 17L/1I?7. Bl}JLDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally reqllired, provided no changes have been or will be mllde in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If chllnges hllve heen or if ~tI~pen~ion or lIhllndonmenr exceeds one (1) year, full fees shaH be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notifY the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed 10 be a permil for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector I Sign * A * Rama I SCALE II II ~ DATE: <5/$/0.:2- I I 1-/7/0J/fd&-/ C";ci&n-c e wesr We II 15MM NEON TUBING IN TWO ROWS ELECTRIC HOUSING THRU WALL & CONDUIT 60 MA REMOTE TRANSFORMER INDIVIDUAL ILLUMINATED CHANNEL LETTERS 3/16" 2283 RED PLEXIGLASS FACES .050 ALUMINUM RETURNS 8" DEEP W/BRONZE FINNISH 1i4"DlA.LUoII DPAN810HWALi ANCHOII Il!~CHOlI'llftll lH'I:\Jw.....LaCONOUlT . -", ~IlCl."..! aHADOW8Cft1:~1( MCUJrT1lIQI''''T~.1'$ Slll'PUXICL...Ua FAOE22UReD l_IIEOMTVBIMQ ..",...., r.!lTAItDOPl'CLIP .~lIOALU_UII HtODIZED9R01l2I: =.- .. 8'9 3/4" 1 4' M 1 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at /('7 ~'J I [1- L'7'-I'rer-de/?-(:~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ) ~Sf,,// .J hf LUlVK- ;41'1J6 u~7/'\ L!.)e::;:~:' ~::')c~/f~ ~~fe~/Ur (.<JcJ/~ c..1- ;:) Fi'1'5,''1 ;::"'::;}61 rJI;>~ siAl... &b~/")clu,,- !>'WI "",I- (ir:d C- '1 Pi -:>.' ~.", .L't';.JG"~ t tJ--rvbr- Z ,'llt Hal/' ..>1.......... ",j. en 1..-; Si~ r:;hlJ~r 6;Jod~nf ua,n> fp be /J."..-h~, -b o-P ~,~_ 1/ S). q;:~k.r-c. f!<3c'f:.- aI- IVE: (,,-~ ,...u.~ /2.~.-n You lire hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. DO NOT REMOVE THI ...... Date L. FORM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice <;, Job Located at '17.) 6J Zn/.r'~~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~) ~/~ac~i ~ c/ (~a. ,'r> >t hr.;" ::) ~/n7(Hj ~Q~ tt;:/~ ccrr,'do,- ~ II} ~ I(. ~. ...:r ;" Ii.n c-J/~) 3) ;;::.:1:.r,~ fl1HA 1f~~Jo~dcv~lor You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. DO NOT REMOVE T Date FORM WR6-22 01/21/2002 11:55 2032209989 MGS PAGE 01 MGS MECHANICAL, /NC 7/12 S. Cherry Street Little/on, CO 8U1 n TEL. 1/ (303) 220-9694 Fax 1/ {30]) 220-9989 DATE: /.'/1'../ ~. r;m~. . f/~ COfT/{JUflY:....afTU!: ;.',,'/, -, /'" Arlentlun." ...,' '.....l; .". Relerem:e:~J'A':.r,'>.,,',T' ," .--//"'";:- C4].&.7/j:'/~c..4.r/.-?// MIt~')'a1-:(!: ;.oj ,,' -;;0 -4 . .L.I' ~-/I':1,1//'-e~r.(-' ~ "='1.. . __...J_.:::1....-. l'olu{ number ofIUJ!{e.\' ittdudil1f.: ("tI\'(,.'r !'UK!!' "? ._.6-.-.... Please contacl oar office If you I/o 110/ "a;ve dll {luKe.. The information '.'oDtained in this f~C5hllilc Iransmi:)sion a{ld any preceding pages is legalty privileged and confidential informsl",n 11I.<nded nlll~ for Ill. use oftbe individual or entity named above. If rh~ reade.... (J r th~ trarl!rTJission U DOt the intended recipient, you are htrchy notified that nny di~:'il~miontion. distribution or copying oftbi:s tnlD.1fomisSIOn ~)r pn...'\:ct1ing "a~c:l i~ .':Itri<:t1y pnlhihih,,"1l. (fyou recltivcd this traDsmi~sion ill cr'l"'Or, ph:.~c if"'ncdill(c1~ Iwti,y U:i by ciJlling (JQ3) 220~9694 und tetunl tl1c:originlJI tnul~lUi!t,'ihH\ fo U.'< "f (in; Iddn...,.:,'i llbtlvc ..i~ V.S mail. Thank you for yo~r COOpCr:lftUf1 , , 01/21/2002 11:55 3032209989 NOV-~O-~l THU ~o 4 r . ~: ~ ~M B.C.W~~~:N~ F"""~_l"Tllla COfM'iMi ,~,~ ..&:.oifl auAUPICATION _ O'le S-:;!6-9li 10 IotO[l r:enlly ,,,... BIt'."t Catt .....,~ocI"y . wArd Con.truot10n com:"I' . ._Miy PM'" tIl. to" IQ' W,'"i", OP8rOl"" l;,lr..II'1I AWS 01.' 4." IIulV qUlllflOod '001'811'"" I Wel~r .. lIfOridocl '1 'f'l e.ea4 ,,00.. ilUVJec::t 10 'n. I\"'i~tlon, 'tate4 on ,he .....tl......f~ h;;~~~;;"'7' - - T,..1S ,. TO. c:e:~Tfn' T...... T .Br.rlP~.t....-. j....CI~c 'I.N""'~lII .,,1""1.... ON ~~l ... ."",,.rAQlOWJI..Y COHf"LCf.C,......NO ""0 ",.. 1~t1I"'o nf1" IIl:l'iQUlluMIW'" C, 1 - __ "YR nt ]:-lU. '..' . loI,,_ .~ ...'.t4.. re.T.f"Wl'IIlJo" ... \IIIu..........'~ ," '" .--. ,",I e........u " ~......n", ... .,=1""" ~'f"" ll#" '''''NG rHO "'u' _..." DI.CMJ'~ .~~..,~~~-~ - niL -----...: ...,....u'----" 10/.":" '. po '-.~ClIIlT'""",,,1' ..~ r.~r' ~ I*toN eo....T\ol". 6Hu1llil 0'/lIl MY..... "'41, "'~';:w,y COM""'ITIO ANp , . . ';~\.."'"" te.t IIlIIClUR;~."Ta 0' ~___ NaMo ""1 . ~ __, W~"hl..t- .. .... . '... IoI6qOOl ~lr-''Ir'jlf ftU'.j"ftK 'Tr",~tt.:.r.,.. '.,'U'f-'L4T"Ct. T~.....ft~ ."-"'''- . OCtpt.....c:1 ~NUA""...'".64AD:-::.: ., - ~...Thg~,'p. ". f",__ MfWtea . '1tIItC,.. ....,..cn.. . ./.. ~ ~. ,.. MGS PAGE 0:; 6~~013E.... .01 ... ~_. . --4 .;;lgntlUre 01 Weld.r ,.,:.. Cf"ltleaUOl:'l i. vond on,y _M. In, tlo/Q.f .,....q.. 'ii""....'.. : ,~If' '~Q\". .. .mplor.d bv 1"~ ManlJfactu"'- 01 fabr1utor "...iC.led on th, rtyeru ,Id. of 'tli, card 5MAW H :;:::~;:;::':."n..~nl" . "50" l1alo:;'~';-~ "Ma.erialllmitaUOr,. P1...11&~~X F'ill.~OI;I P 4 ...~ ....;.,..... "I'.' ""'11' r:,.. .;OH.."O ~ "reo'll"o" WI!lotNC;: QI"I:"A1'OIO'" .t~.:" Qu...ult"rCA.TIOH T~ST -'li-,. .' \ ...,..... . . ~ . '. ",I(oca.,~ tt'J....w ; ,!I' . , r . ~m, ASTK A3~ ~~f~ A!lSI1()..T' "~. I ~~~~ml"""2Ff11..r"\'~1~"_~1 ~. "MM". Q".llf<D. fqr fl.. .~" ......... po.~t1an ti1~.~ veld1qa.of ~l&t.. ". ,",;" ...'. " Company Nama WIlB KOch.mical lnd..~. 'I".. . ~ , . Del. of HI" Dec.-b.. 1, 1~93 .'<. .' . DEPARfMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13356 1/21/02 Property Owner: Property Address: Contractor License No. : Company: AD? 4720 INDENPENDENCE '71". 17995 Complete Electric Phone: Phone: 425 1777 Construction Value Permit Fee. Plan Review Fee' Use Tax: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea1 id /tJr. a~e for work under this permit. (OWNER)(CONTRACTOR) SIGNED {/ t- . t . vU/ ,... DATE j-.?j-t?iX Total: $8.00000 $153.25 $0.00 $120.00 $273.25 Use: Description: FIRE SYSTEM FOR ENTIRE BLDG /Vo1C: ~ArV{u..&L nrY N~;; (/{1?J CiI-ft.'tl-7?.5 fir- ~rc(;~0 -f,'I'<JSll BUILDING DEPARTMENT USE ONLY , . ) (."Vii! ::-/ /.- I --- Approval: Zoning: SIC Sq Ft - :_M_~!J!W!!ffi~!~i.~-m Approval: illIIIlIi--n !fM~'!W,,'Ml~~~~~k Approval: Occupancy: Walls: Roof: Stories: ReSidential Units Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City This permit shall expire if (A) the work authorized is not commenced within Sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no c'langes r,ave hee'l 0' "N,'I ~p 'l11ri" ,'" !h" original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made, or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin ith successive phases of the job, Th iss c ~~ the approval of drawings and specifications shall n.ot be construed to be a permit for, nor an approval of, any violation of the proV1S so th771 ~des or any other ordinance, law, rule or regulation , ~ Chief Building I~ector (1) (2) (3) (6) fj ., 0 - " u ~ CbLOR.e..QQ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 .CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPLICATION Building Permit Number: Date: Property Owner: 4- P P Property Address: ' 1'71(7 ~..t?r7c:.t.A..fe... Contractor License No.: \ l q q=) Company: (;/'v<r,.;J;;":re ae'1" /VIC:- :z,zL,r Phone: Phone: 3C?5-495-/777 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ &()a.",~ . Permit Fee:$ /' Plan Review Fee:$ Use Tax:$ Total: $ I hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (OWNER)(CONTRAcrOR)'SIGNEDd~K.J;if;,,-.~ DA1E/-:7M...:l Description: C'c.)Ve..c+ 5/?c',I/ p,ve ~".", . --- j'?t:fcCM- r- rr(,tt7k c:" 7<-(':>/C,q'1"- ;2 u.. -f/ /{c, cfJ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: . Walls: Roof: Stories: Residential Units: Electrical License No: I "'1CJ 77" Company: {1 o'~'fI'/~/e~l~tL_ Expiration Date: ~/7:blo? Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is sl.lbject to the laws of the State of Colorado and to the Zoning Regulations and Bw1ding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennitmay be acquired for a fee of one.halfthe amount normally required, provided no changes have been or \l/ill. be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or llsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new p=it. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 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BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 1,-( '7 S /) - I / I /7" F~ ---- - , to/" . 1//.--..1/ 'f.:;;_",'C-v ;Jr I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: Ill, /....1;1/., /,>'" < ,,-/p h/,,' C"C7i/<'- U/ /.-..-;1/'1' I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date / I / '2 //~.; J I ;.-j -~ /-J(~ Inspector lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 '-'-'(--~- -1 ! , ; I 1 Organizational Excellence In Fire, Rescue, and Disaster Services. ('>-\WAD,.q "TJ1f~...W Ji ~""s"j([A:l ~~1911~O ~~!!1 ~<S' ~ Arvada Fire Protection District Wheat Ridge Building Department 7500 W 29th Ave. Wheat Ridge, Colorado 8021 5 11/20/01 RE: Sprinkler system installation for Automatic Data Processing, 4730 Independence St. The following are our plan review comments; I) All hose threads shall be National Standard type. UFC 97 1003.1.1. 2) Fire department hose connections serving a sprinkler or standpipe shall be located a minimum of 36 inches and a maximum of 48 inches above finished grade. UFC 97 1003.1.1. Amended. 3) The location of the fire department connection shall be approved by the Fire Marshal. UFC 971003.1.1. Amended. 4) Audible fire alarm signals shall be installed within any building containing a sprinkler system. UFC 97 1003.3.2 (a). Amended. 5) A fire hydrant shall be installed and maintained within 150 feet of a fire department connection serving a sprinkler system. UFC 97 903.2 Amended. 6) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station service, or a local alarm that will give an alarm signal at a constantly attended station. UFC 97 1003.3.1. 7) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. UFC 971003.3.1. 8) Sidewall spray sprinkler head shall be installed not more than two (2) feet above the pit floor and shall be protected. 9) Provide provisions for a labeled inspectors test valve. 10) Twenty-four hours notice prior to all testing and inspections. 6503 Simms Street . Arvada. Colorado 80001-0060 . (303) 424-3012 . Fax (303) 432-7995 Si_~'~ Kent "Sparky" Shriver Arvada Fire Protection District , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 12979 10/19/01 Property Owner: Property Address: 4720 INDEPENDENCE ST Contractor License No. : 21022 Company: Orr Construction Company Phone: 650-227-8832 Phone: 294-9211 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliea heat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE / - Z'/-(J Z, Description: TENANT IMPROVEMENT BUILDING DEPARTMENT USE ONLY OK 10/18/01 Approval: Occupancy: Walls: Roof: Stories: Electrical License No : 17995 Company: Complete Electric Expiration Date: 2/2811999 Approval: Plumbing License No :21108 Company :MGS Mechanical Inc. Expiration Date: 9/5/02 Approval: oklks Construction Value: Permit Fee: Plan Review Fee: Use Tax: $410,000.00 $2,729.75 $1,774.34 $6,150.00 $10,654.09 Total: Use: SIC: Sq. Ft.: Residential Units: Mechanical License No : 17776 Company: Simpson Sheet Metal, Inc. Expiration Date: 12/10101 Approval: oklks (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire jf (Al the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The' uance of a rmit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the p is ns Iding codes or any other ordinance, law, rule or regulation. 4 'NHE-1r i~g C'OI..ORI>-CP DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE.. 303-234-5933 CITY OF WHEA T RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215 - (303-235-2855) APPLICATiON -~o""'\N <:::;.c--t.-jN~ ~ 41Z-o 'tEfo..q>i:?PC:n-t D-8'J-\a:! '7f". d{~'?'~~c~o-\ ~/A!flJr , Property Owner: Property Address: Contractor License No.: Company: O\VNERJCONTRACTOR SIGNATGRE OF Ul\iDER.sT,.\.."'JDr."iG A,~1) AGREK\IE~T Building Permit Number: Date: C i\ \J \ ) Phone : b~:) - zz..l _ Bb '3> z 1.o4'Cf..- i"A-><\.. l'"A....... PML.- Phone ,?c,-?-l!>hl-1J4'T ~nstructton val~4-iO,C0C\_ Permit Fee)~.7cl. 7') Plan Review Fee li'7,() 3~1 Use Tax ~\ f)o ,cO Total \0 ) V~ Itl r hereby certify that the setback distances proposed by this permit application are accllrat-e, and do not violate applicabk ordinances, mles or regulatj()~s of the City of Wheat Ridge or covenants. ~<lsemenl~ or restrictions of r-ecllrd: that all me~ur<,;ments shown, and allegations made are accurate~ that I have read and agree to abide by all conditions prinh:d on this appjjc~ttion ~lnd that I .LSsume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) J.nd al! other applicable Wheat Ridge Ordmances, for work und<:r thIS permn (OW'iER,(C8NTRPCTOR, S(G'1E~~~C"ET " . 0 l "p/\f-\1. \.. r M?...uj'l~ DescnptlOn. \~"\1-l1 [HW~";'\J6+I~ BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: elk.. /II'tJ- .J .J~ Approval: (7 I l' 'I' I PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: C\~L, Ii Electrical Lice se \,1 g e i',\,-\"C~--\c tL: ( ?\\\J' ~(c" 1, Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: OCT I 5 7001 SIC: Sq.Ft.: '. "'~ Residential Units: .Mechanical License T7\r l,,-('C.)~'fl C C' (1) This permit w~s issued in accordance with the: provisions set forth in your applicatIOn and is subject to the laws of the State of Colorado 3nd to the Zoning Regulations and Building Codes of\V1",at Ridge, ColoradQ or any other applicable ordiniUlces or,h~ City (:2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) d~ys tram i3sue dat" or (B) the building ~uthoriz~d is sll5pendtJ or ahandoned for a period 01'120 days. (3) If this permit expires, a nt':w pt':rmit :nay be acquired for a fee Dr one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandorunent has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (I) year, full fees shall be paid for a new permit (4) No wDrk of any manner shall be done that will change the natural now of water call5ing a drainage pmbJem. (5) Contractor shall notuy the Building fnspector twenty-four (24) hours in advance lor all inspections and shall receive written approval on inspection card before proceeding with successive phM'-'S of the Job (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be 3 permit tor, nor an approval of. any violation olthe provisicns of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector TRANSMITT AL To: Mary Lou Chapla City Of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80215 October IS, 2001 ADP Tenant Improvement ADP Office Building Date: Re: PPP Project No.: 00181 We Transmit the Following via drop off: .I Drawings o Shop Drawings o Specifications o Submittals o Samples o Product Literature CO:ies--t;UIl size stamped sh~~~-;;f A~:scriPtion._ .-------l- __~~~_===~J H_____._ ___ ---------L -J-- ---------.--- ------- For Your: o Use o Approval .I Review/Comment o Information o Distribution to Parties o Records REMARKS: Mary Lou, Please attached to the previously submitted stamped sets. Thanks. 81.""1,, 11:L-i-~ Mark razee BILL GARDNER 303-888-7693 Wheat Ridge Elevator Inspector - ASME A17.1 July 9,2001 Wheat Ridge Building Department Re: Elevator Plan Review ADP (::114720 Independence St. ~'j Wheat Ridge, CO Plans dated 3-30-01 Machine Room A401 * Provide fire extinguisher in elevator machine room * Machine room door needs to be rated with self closing, selflocking door hardware. ASMEAI7.1 Rule lOUd * Machine room needs GFI outlet, adequate lighting (two metal florescent light fixtures recommended) and the light switch located adjacent to strike side of door jamb. NEC Article 620-85 & ASME A17.1 Rule 101.5. * Locate mainline disconnect within 18" from the strike side of the elevator machine room door frame. NEC 620-51(c). * Provide a separate 120 volt lockable disconnect for the elevator cab lights. NEC article 620-53. * Provide adequate ventilation in elevator machine room to maintain operating temperatures as recommended by the manufacturer. ASME A17.1 Rule 101.5 * Provide smoke detector in elevator machine room. ASME A17.1 Rule 211.46 * Maintain proper clearance from disconnects and machine as advised by elevator manufacturer. Hoist Way & Pit A402 * No penetrations in hoist way except for hoistway ventilation. ASME A17.1 Rule 100.6. * Pit light needs to be at proper height off the floor and away from moving elevator equipment (Recommend back comer away from entrance and water tight globe type). Provide GFI outlet in pit. NEC 620 -511O * Switch to pit light must be easily assessable from bottom floor door opening adjacent to pit ladder. ASMEAI7.1 Rule 106.1e * Provide pit ladder. ASME AI7.1 Rule 106.1d * Sump hole if provided needs a cover flush with the floor Drawing A2 Fire Detection * Provide smoke detectors at each elevator lobby landing. ASME A17.1 Rule 211.4b. * Smoke detectors in hoistway and sprinklers in machine room and/or hoistway win be determined by the local building department and fire department. * Hoistway & Machine Rooms must have fire resistant construction. z o I- <:( o z -+- () Q) .. o c 0... ....... Q) ...0 Q) ...c VJ .- o I L() N I (j) o CD ..... o "'0 Q) o c Q) ~ Q) '+- Q) L- X ...... o Q. c 0 .- ...... 0 E ~ Q) 0 '+- .- C '+- .- C "'0 .- 0 0 E 0 t--...: V) ~ ~ ~ ~ ~ ~ I CJ .~c:::J ~< ~$.: \() ~ ~ "" ~.. "-. '" o FOUNDA TION SURVEY ADP OFFICE BUILDING 14720 INDEPENDENCE ST.) A PARCEL OF LAND LOCA TED IN THE NE1/4 OF THE NW1/4 OF SECTION 22 TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. THE CITY OF WHEA T RIDGE, THE COUNTY OF JEFFERSON THE ST A TE OF COLORADO SHEET 1 OF 1 1-70 SOUl} 7-1 FRON TA GF ,n 'C. 'T'OAD J147'~ 204. 97' 109.33' 20.7' .. ,......... Q) .~ ~ ~ ~ Q) '" .... ~ s:J CJ ~ 1 . .. ~ 0) ,~ .... 0) ""'" .... ~ s:J CJ ~ EXISTING FOUNDA TrON 4720 INDEPENDENCE ST. '" c.o N co ~ 1 . f") f0 (J) '" N89.40~42~~ 282. 41 ~ 109.33' 20.1 ' <.0 N ~ S89~O'42"W 484.99~ L >-. Q) ..c ...0 ~ E ...0 ...c -0 :J C c: (1) c 0) ~ Q) .- ~ 0 ...... ...Q (I) 0 CD 0 0 Q) It..... ...c -0 .--, -0 -0 0 ~ o CC m Q z o :E cc -- Q I 30 o 30 SCALE "= 30' f 60 >- w ~ ~ ;::) C UJ ::! :::t Z III o W - 0 I- u:: CC LL C 0 Z a. ;::) Q o C I.L (J.) E o c o '"D (f) -0 o c CERTIFICA TION: I, JERALD W. RICHMOND BEING A REGISTERED PROFESSIONAL LAND SURVEYOR IN STATE OF CERTIFY THAT FOUNDATION SURVEY PLAT WAS PREPARED BY ME OR UNDER MY SUPERVISION AND IS BASED ON A FIELD SURVEY PERFORMED ON SEPTEMBER 2001) AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. JERALD W+ RICHMOND P.L.S. 26298 FOR AND ON BEHALF OF DIAMONDBACK ENGINEERING & SURVEYING, INC. Sheet number 1 , DE;PARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 1 , Building Permit Nurber : 12678 ~ate: 8/23/01 Property Owner : ~ Property Address : 47~0 INDEPENDENCE ST Contractor License No. : 21022 Company: Orr Construction Company OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Phone I: 861-7147 Phone I: 294-9211 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t Rid e dinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATJ)-Z4-cJ...... Construction Val e: Permit Fde : Plan Review FEje : Use T~x : I Tot~1 : $2,243,936.00 $10,149.35 $6,597.08 $33,659.04 $50,405.47 Use: ~. ,- "c ,. ~' ,L---- t- CJ .-X' . ....... lfjl~J] .JJsv_c~, 47- Description: OFFICE BUILDING BUILDING DEPARTMENT USE ONLY i ~ Approval: MA Zoning: I -lIIii1lii11l!ill;w ~R_!MMiMil,,;1 Approval: OM SIC: Sq. Ft' 7/20/01 OK 6/28/01 WI NOTES TO PLAN --,...,,-" . . . i n. .. HE' '!1iili"" JD ~~ ~1/ 'M1L. Approval: MJG Occupancy: OK. PLEASE SEE ATTACHED FOR ADDITIONAL ~EMARKS 8/22/01 Walls: Roof: Stories: Residential ~nits : Electrical License No : 18126 Company :Complete Electric, Inc. Expiration Date: 2/28/1997 Approval: Plumbing License No : Company: Mechanical Lictse No : 17776 Company: Si pson Sheet Metal. In . Expiration Date I: 12/10/01 Approval: O'4'KS Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Col rado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. ; This permit shall expire if (Al the work authorized is not commenced within sixty (60) days from issue date or (8) the building authO?Zed is suspended or abandoned for a period of 120 days. I If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have ~een or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permIt. I No work of any manner shall be done that will change the natural flow of water causing a drainage problem. ' Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approva~on insp. ecti.on card before proceeeffiqg with successive phases of the job. The,~ssuafic~. it 0' 1he app,oval of d,awings and specificafions shall nof be const,"ed fo be a pe'mit fo,. no, an appmval o. any Violation of the provisions of the bulldinr / i ~ any other ordinance, law, rule or regulation. i Chief BUildingC For Mayor : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AlND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMENT . BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) .4 'E?...LIC.ALlD ^' ~/#J ~;;"-f<-t/E/~ ~p 4-730 I,uc:Jr-'70'&J~ Phone. 3:>3 !!hI 7/'f-7 /2:5-4 ',' -h Vc.h- )q1~q.)(1 n'{'( CtrC,+rLl~1 ('(Jlf\ Phone. Building Permit Number: Z:::j1~i Date: Property Owner. Property Address. Contractor License No. . CQ..oltlDanv . ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: d-, l'-\,) I~~' III Permit Fee. \D I \l\C( ,'~'5 ZuPR ~ \0 ,?C\l . Ot', se Tax · 3 c<r. I \ "3 .le.)"', () '-I . Total. r hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, rule~ 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 J assume full respomjibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED... DATE Use. Gf"" <"6~.::3- c...~J" =; f\\\\RK ~. ~3- elo\ -1141 Description. C)rhCE 23<.//LO/o- Roof. Stories. , '\ BUILDING DEPARTMENT USE ONLY OJ lt1!H_~.)l t ~ Apprr.val . Zoning. ~A. 7/=/0\ "I tlDUOUIUlS"-t.UUIUlemsa 0)<... t'J;. q b/u(o, Approval. (:7- .~,iWllIliIBIAom!~tJ MJe.. - 'f'/,ug "" ....cr~ _lZ- "~m...J"'" ""'O( .-..2...eoo_<;.. Approval. ."" Occupancy. Walls. (}J. ( r{ o1c-!; 1-0 (for.. . Expiration Date. Approval. Expiration Date. Approval. ~hanical ~ense ~.. \ 11/ Co Company. ._)\IT\P"'-'CT\. Expiration Date. Approval. C Plumbing LiCeRSe No::> Company.rnCb ~ (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BUilding Code of VlJheat Ridge, Colorado or any other applicable ordinances of the CIty. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit exp,res, a new ,permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the anginal plans and specIfications and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permIt. No work of any manner shall be done that will change the natural flow of water causin!;j a drainage problem. Contractor shall notrfy the Building Inspector twenty.four (24) hours in advance for alllnspectlons and shall receive written approval on inspection card before proceedilng With successive phases of the/ob. The issuance of a 't or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building s an er ordinance, law, rule or regulation. (4) (S) (S) Chief CITY OF WHEAT RIDGE BUILDING DIVISION Code Correction List April 30, 2001 ~ v\ ~ ~ 9~~ J..,fJ 'f 01( ) ~~ lJ ~ ~ ~ Owner: John Schneider Builder: ??71?71? ~J t{ ~~ ~'r Address: 4730 Independence Street Description: New 40K sq ft office building G) Submit copies of special inspector certifications for individuals who will be performing all special inspections for our records. 2. What is the minimum separation required between ground water and bottom of foundation. 3.VThe north ground floor exterior exit is required to be accessible by way of a ramp due to being a ~eqUired exit. 4. One hundred seventy parking spaces will require six handicap parking stalls with one being "van- accessible". ADAAG 4.1.2 .....;p5. Submit a copy of the tested UL system proposed for the spray on fire proof system aiong with all fire stop systems proposed. 6",," There is no Division 16 in specification manuals submitted. '2. (!) Submit a copy of eievator specifications and drawings to Bill Gardner, DRCOG elevator inspector for - review and approval, 303-480-6730. _II ...:r8: Specify on plans, exterior sheathing is to be fire resistive material when part of a type II-one-hour ..,1" ,building. 9."HVAC roof plan - combustion air does not appear to meet separation requirements from exhaust fans )l11d flues. 10!' ~d an additional exit sign where corridor and lobby intersect. 11 ~rovide an electrical room detaiied layout plan with proposed equipment to verify working clearances can be provided and maintained. 12..Rrovide strobes in second floor shower rooms. 13...6pecify in specification manuals that the fire extinguisher cabinets are to be fire rated assemblies \III1en part of a rated assembly. 14~One urinal on the mens restrooms are required to be handicap accessibie, label and correct detail ~ievations. 15.V1he door schedule states one-hour assemblies and the note states interior doors are non-rated jlssemblies? 16.~ubmit fire damper specifications and types and label on plan. 17'!' Provide strobes In stairwells and show hornlstrobe locations for second floor area. 18/ Specify rating of proposed temporary doors and label on door schedule. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator AI~ 2001 PLATINUM SPONSOR OF AlA COLORADO Monroe & Newell Engineers, Ine. June 5, 2001 Pahl Pahl Pahl 303 East Seventeenth Avenue Denver, CO 80203-1258 Attn: Mr. Joe Pahl Re: ADP Office Building (M&N #5163) Dear Joe: Monroe & Newell Engineers, Inc. is responding to the comments made by the city of Wheat Ridge Building Department dated May 10,2001. . Essentially, there were no comments directed at the structural documents. Monroe & Newell Engineers, Inc. has, however, made several changes to the drawings since they were submitted for permit. These changes have been clouded and marked revision 2 (delta-2). The changes were intended to clarify our intent by adding sections and details and by coordinating with the other disciplines. If you have any questions or comments, please call. Very truly yours, MONROE & NEWELL ENGINEERS, INe. ~(}y Alan C. Stepneski, P.E. Engineer w\vw.monroe-newell.com 1701 \Vynkoop Street. Suite 200 . Denver, Colorado H0202 (303) 623- I927 . FAX (303) 623-6602 . enlail denver@1llonrot::'-l1ev.."ell.conl ~ Carver Engineering, Inc. June 7, 2001 Mr. Mark Brazee Pahl-Pahl-Pahl Architects 303 East 17th Avenue Suite 555 Denver, CO 80203-1258 RE: ADP Office Building (Carver Project # 2001-003) Plan Review Comments Dear Mark: Following are responses to the plan review comments for the ADP Office Building. City o/Wheat Ridge Building Division Comments: Item #9 Drawings M102 and MI03 have been revised to provide the required separation. In addition the flues are required to extend a minimum of3'-0" above any object within 10'- 0" (Detail 0, Drawings M002). The (book) specifications include requirements for fire dampers and fire/smoke dampers including types and labeling (UL). See specification sections 15800-2.5 and 158002.6. Item #16 Arvada Fire Protection District Comments: Item #10 Layout drawings will be provided by the successful sprinkler contractor as required by the construction document specifications. Final location will be indicated on submitted sprinkler plans. Contractor will be required to provide installation per District requirements. Final location will be indicated on submitted sprinkler plans. Contractor will be required to provide installation per District requirements. Item #11 Item #12 Sincerely, Steven R. Carver, P .E. President P:\2001\2001-003\admin\lt 060701 brazee.doc 1075 S. Yukon St., Suite 280 Lakewood, CO 80226 Phone: (303) 989-9396 Fax: (303) 989-9397 Email: info@carverengr.com July 18,2001 Mary Austin Planner City of Wheat Ridge Planning Department Darin Morgan Codes Admlnistator City of Wheat Ridge Building Division 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Re: ADP Office Building- 4720 Independence Street Bulletin #1 Response to the City of Wheat Ridge Planning, Building and Fire District Review of the ADP Office Building Planning Department Comment # I. General comments a. The new fencing is subject to a 50 foot front yard setback along Independence St. and is limited to 48" in height within the 50 foot setback. Please correct this on the plans. Since the Frontage Road is a side yard, therefore a reduction of the fence height to 48" is not required unless the owner choose to. ~SPONSE: v The location and height of the fence has been revised on the site plan on sheet AOO!. b. The total fence height, outside of the minimum required front yard setback, is limited to 6 feet. The height of the fence is measured from the finished grade, five feet inside the property to which it belongs. This method of height measurement will include the retaining wall as shown on the plans. The retaining wall and the fence together may not exceed 6 feet in height. RESPONSE: The height of the fence at the retaining wall has been revised on the site plan on sheet AOO!. e " I ~paM- i-=1eAt" - j;;'AC Archirectil/Planners email@pahlpahlpahl.com www_pahlpahlpahl.com Af'~ICorporati(!n v"l ~ c. Please clarify what is happening with the break in the retaining wall along the eastern property line. RESPONSE: The area between the building and the east property line has been redesigned per yonr meeting with Joe Pahl and Randall Phelps on July 16,2001. 2. Landscaping RESPONSE: Please see the landscape drawing. 3. Circulation and Parking a. The sight triangles of 15 feet which apply to all driveway entrances are measured from the property line, not from the edge of the pavement. Please correct these on the plans. RESPONSE: The site plan on sheet AOOl has been revised to show the correct location for the 15' sight triangles at the driveways. Prepared by Mark Brazee, Pahl-Pahl-Pahl Architects July 18,2001 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2846 FAX 303/235-2857 The City of Wheat Ridge May 10,2001 Joseph M. Pah1 Pah1, Pahl, Pahl Architects 1900 Grant, Suite 1200 Denver, CO 80203-4321 Dear Joseph: This letter is in regard to the Site Plan submitted for the proposed ADP office building at 4720 Independence St. Following is a list of comments from the Plalming Department. 1. General comments a. The Layout Plan needs to include a Site Data Table with the following information: Zoning district I Total lot area _sq ft Lot coverage _sq ft (Structures & paving) Lot area landscaped _sq ft Landscaped area(living) _sq ft._% Landscaped area (non-living) _ sq ft_% Building area total _ sq ft 1" Floor _sq ft 2nd Floor _sq ft Building height ft Parking spaces provided - total_ # standard size spaces # handicapped spaces b. The address for the property needs to be corrected on the plans to reflect the correct address of 4720 Independence St. c. The trash! generator enclosure detail on Sheet A312 needs to indicate the finished color of the materials and that the finish is consistent on all sides. Additionally the enclosure structure is limited to 6 feet in height. d. A separate sign permit will be required for any proposed signs for the property. e. Please clarify that the proposed fencing will replace the existing old cedar fencing along the southern and eastern property lines. The fencing is limited to 48" in height within the front yard setback along Independence St. The actual location, extent and height ofthe fence needs to be shown on the site plan. f. The elevations need to indicate the colors for the architectural materials. 2. Landscaping a. The Landscape Data Table needs to include the total lot area (sq ft), total landscaped area (sq ft, % oflot), landscaped area (sq ft) in living vegetation, and landscaped area (sq ft) in non-living material. b. The quantity of landscape specimens shown on the plan does not match the schedule table. c. All deciduous tree specimens need to have a minimum size of2" in caliper. The proposed Red Cherry does not meet this requirement. d. Based on the road frontage for the lot, 7 street trees are required within the setback along the Frontage Road and 3 street trees are required along Independence St. The specimens shown on the plan are sufficient for meeting this requirement, however, the Landscape Data Table needs to be corrected to reflect the total requirement of 10 street trees. These trees may not be counted toward meeting the additional specimen requirements. e. The landscaped area must be a minimwn of 20% of the total gross lot area. In addition to the street trees, one tree and five shrubs are required for every 1,000 square feet oflandscaped area. f. The grasses and perennials may not be counted toward meeting the shrub quantity requirements. g. The proposed ground cover for all landscaped areas needs to be shown on the landscape plan. h. Non-residentially zoned property which abuts the 1-70 Frontage Road has a requirement for a landscaped area measuring 10 feet from the edge of the right-of-way for the entire length abutting the roadway, except for curb cuts. The area to the east of the curb cut on the Frontage Road does not meet this requirement. 3. Circulation and Parking a. The surfacing material for the parking areas, driveways and sidewalks needs to be indicated on the site layout plan. b. Parking lots with a required number of spaces between 151-200, require 6 handicapped parking spaces, one of which must be van accessible. In addition to the pavement marking, each handicapped space needs to be marked with a freestanding sign using standard words or symbols. This needs to be shown on the site plan. c. Sight triangles of 15 feet apply to all driveway entrances and need to be shown on the site plan and landscape plan. Within this sight triangle, fences, hedges, landscaping, signs, structures, parked vehicles or other obstructions to view (required street trees and utility poles excepted) are limited to a height of 42" on Independence St. and are limited to a height of 36" on the 1-70 Frontage Rd. d. The 2 parking spaces near the trash! generator enclosure do not have good maneuverability and may not be considered in the count of available parking spaces. 4. Lighting a. Any proposed exterior lighting shall conform to sec. 26-503. Exterior Lighting (attached). Exterior freestanding light fixtures are limited to 18 feet in height. All other lighting applications are limited to a maximum of 12 feet in height and shall not exceed the height of the wall to which it is mounted. b. The lighting plan needs to show the locations of all lighting fixtures, and lighting levels or circles of illumination. Details of the fixtures are to be included, indicating lamp type, wattage, mounting height of the fixture, the design and finish of the fixture. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. If the drawings are not revised, please provide a written explanation addressing the comment. Sincerely, ~ ~ A.. ~Jt;c;;:. \ \ <:::::7"'" Mary Austin, Planner cc: Building File Public Works File accepted. The amount of the escrow or letter of credit shall be determined by the department of planning and development based on the landscaping plan submitted. Should the required landscaping not be properly installed upon the expiration of the letter of credit or escrow account, the city reserves the right to use such funds to have the required landscaping placed upon the subject premises. Any costs incurred by the city in excess of the funds provided by the letter of credit or escrow shall be recovered by the city through normal lien proceedings. G. Maintenance: 1. The developer, his successor andlor the property owner shall be responsible for regular weeding, irrigating, fertilizing, pruning or other maintenance of all plantings as needed in order to ensure the survival of any required landscaping. The city may require the removal and replacement of such required landscaping where dead, diseased or damaged landscaping is found. 2. Minor changes in the approved landscaping plan may be made with the approval of the director of planning and development if the total area of landscaping is not reduced below minimum standards and placement is not substantially changed. . H. Acceptable Street Trees shall be determined by the planning and development director, in consultation with the city forester. Street trees in the Streetscaoe and Architectural Desion Overlav districts shall conform to the olant list contained in the Streetscaoe and Architectural Desion Manual. I. Waivers and Variances: Generally, for waivers and variances, see Section 26-115. Whenever a waiver or variance is required which would be reviewed by the board of adjustment, planning commission or city council, such request shall be referred to the arborist Board ~ forester for tAeif recommendations and suggestions, especially regarding alternatives to total waiver requirements (for example, substituting planter boxes or hanging baskets for normal ground landscaping). (Ord. No. 1989-792, S 1, 5-8-89; Ord. No. 1990-827. S 1,4-9-90) Sec. 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 prox.imity of the light source. With respect to motor vehicles in particular, safety considerations form the basis of the regulations contained herein. In other cases, both the nuisance and hazard aspects of glare. reflected light and incidental spillover light are regulated. This section is not intended to 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. Such permit application shall be accompanied by information as may be required by the Uniform Electrical Code, and additional information that may be necessary to determine potential negative effects GED\53027\357901.07 -166- 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 (Le., cutoff, non-cutoff, spot flood light, 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 regulations shall relate 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 are 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. In addition, 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. 5. Exterior lighting shall also be designed and situated so that no incidental or reflected light interferes with reasonable enjoyment of adjacent land uses, nor 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 the 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 GEO\53027\357901.07 -167- 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 deveiopments shall submit, as part of the final 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. 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. in addition, any light fixture that is replaced shall comply with the outdoor, lighting regulations of this section at the time of such replacement. Sec. 26-504 Residential site design requirements. A. Intent. The intent of the following design and development standards is to encourage the creation of safe, adequate and attractive development, establish quality appearance, and to minimize views of unattractive uses or activities through use of sound design principles and establishment of minimum requirements. The standards set forth herein have been conceived to enhance the compatibility of dissimilar uses and increase property values. B. All new development shall be designed in a way that respects existing development on adjacent sites. This can be achieved by addressing the following: 1. Compatible building massing and scale; special attention shall be given when new development is adjacent to existing residential; 2. Provision for consolidating access points with abutting properties through joint access easements or other negotiated means; 3. Provision for making sidewalks, pedestrian paths and bicycle paths contiguous with abutting properties in all instances where pedestrian amenities are present; C. All development shall be designed so that for the given location, egress points, grading and other elements of the development could not be reasonably altered to: GED\53027\357901.07 -168- ( .... ....... CO 80004 . 303/424.3012 .303/432.7995 fax Wheat Ridge Building Department 7500 W 29th Avenue Wheat Ridge, Colorado 80033 4/26/0 I RE: ADP 4730 Independence Street I) The building address numbers shall be posted on a temporary basis and shall be pennanently affixed to the building in a minimwn of 4 inch nwnbers on a contrasting background. UFC 97 901.4.4. Amended. 2) Water lines and fire hydrants shall be installed and operational, and capable ofsupplying the required fire flow for the site prior to above grade construction. UFC 97 901.3, 903.2, Amended. 3) A fire hydrant shall be located within 150 feet ofa fire department connection serving a sprinkler system. UFC 97 903.2 Amended. 4) A minimwn of 3 feet clear space shall be maintained around the circumference of fire protection equipment. UFC97 1001.7.1. 5) Trash enclosures including doors shall be of noncombustible construction. UFC 97 1103.2.2 Amended. 6) The main exit doors in Group B Occupancies provided with a double cylinder key lock shall be provided with a sign stating "TillS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT." UFC 971207.3 Amended. 7) All other exit doors in Group B Occupancies shall be openable from the inside without the use of a key or special knowledge. UFC 97 1207.3 8) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2 9) Emergency lighting battery packs shall be placed on the nonnal branch circuit lighting for the area served and shall be subject to field inspection. Additional unit may be required. UFC 971211.1. NEC 96 Article 700. 10) Submit a minimum of (3) sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler system. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 971001.3 II) Fire department hose connections serving a sprinkler system shall be located a minimum of 36 inches and a maximum of 48 inches above finished grade. UFC 97 1003.1.1 Amended. 12) The location of the fire department connection is to be approved by the Fire Marshal. UFC 971003.1.1 13) Sprinkler systems over 100 heads shall be supervised by an approved centraL proprietary, or remote station at a constantly attended station. UFC 97 10030301 14) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. UFC 971003.3.1 IS) A building containing a fire alarm system and having required duct detectors shall have the duct detection tied into the fire alarm system on a separate zone. UFC 97 1007.3.4.1 16) A satisfactory test of the entire system shall be made in the presence of the Fire Marshal. All system functions shall be tested. UFC 97 1007.3.4.2 17) Elevators shall be installed in accordance with Chapter 30 ofthe Building Code. 18) When the elevator vertical distance is 25 feet or more each associated elevator entrances area and associated machine room shall be provided with an approved, listed smoke detector for elevator recall purposes only. The detector may serve to close the elevator lobby door and additional doors at the Holloway opening allowed in section 3006 UBC 97 3003.2 19) Two-way communications shall be provided between the elevator car and an emergency service which operates 24 hours a day. UBC 97 3003.6 20) Except at the main entrance level, an approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station which will indicate that "IN CASE OF FIRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS." UBC 97 3003.6 21) Please label elevator control room for fire department emergency. 22) Provide elevator fire service override key and emergency door key for the fire department. 23) Fire extinguishers shall be a 4-A rated 10-lb ABC dry chemical type. The required nwnber of units and mounting infonnation shall be provided prior to final inspection. UFC 97 1002.1 Amended 24) A key box shall be provided on all buildings containing a sprinkler system required by this code and shall contain all keys necessary go gain access. Fonns are provided by the Arvada Fire Marshals Office. UFC 97 902.4 Amended 25) When approved by the building official, exit doors in Group B Occupancies may be equipped with approved listed special egress-control devices of the time-delay type providing that the building is protected throughout by an approved automatic sprink1er system and an approved automatic smoke-detection system Such devices shall conform to section 1003.1.10 of the 97 UBC. 26) Submit a minimwn of(3) three sets of plans for review and corrnnent prior to the installation of the fire alarm system UFC 971001.3. 27) Carpeting shall be a minimwn of Class II Critical Radiant Flux. Docwnentation shall be provided prior to installation. UFC 97 Appendix IV-A 28) Any code requirements arising from construction. 29) Twenty-four hours notice required for all tests and inspections ~ Kent Sparky" Shriver Fire Marshal Arvada Fire Protection District ~1a,y-~4-01 03: 20P DEVREVFAX I 303 235 2857 P.03 APPLICA TION FOR MINOR DUMPINGILAI1 'DFILL PERMIT APPLICANTS NAME: Ii J Orr C:on"rrllr.ti on Comn;onv APPLICANT'S ADDRESS: 4414 Vine Street Denver, CO 80216 (Include City. Slate. lipl ADDRESS OF FILL: 4720 Independence Street DA TE OF APPLICATION; M~:,?Q. ?nm All permits shall be applied for through the Public Works Depan 'ent. An approved permit is effective for a period of one 11) year from date of issue and may be renewed. A I fees shall be in accordance with those fees established by the Uniform Building Code or other applicable eitl adopted Resolutions or Ordinances. Note: All pUblic improvements. when constructed. sholl be main ained(by thll respllctive individualfsl and/or company responsible lor the construction of thst public ana 'or priv~ttl improvement in the respective development) on a d6i/y b6Sis. 01 8$ needed. such that they 'Jr.' free 01 mud 6nd other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article II. Specified Nuisances. Section 15-21 (31 of the City of Wheat Rio 7e Code of Laws. ~ 1. 1-50 Cubic Yatds: No permit is required for dumping (, excavation of earth aterials. which do not exceed 50 cubic yards, provided, however, that any 111 deposited is on natural terrain of less than three 131 horizontal to one 11 I vertical slope, or such fi I is less than thre'e 13) feet in depth and is not intended to support permanent structures, and in ae dition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected. a permit shall be 'equired under the guidelines for No.2. " 2. 51,500 Cubic Yards: Dumping or excavation of earth rr atetials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engine lr. All applications are to be submitted on the appropriate completed application form and shall be lccompanied by the appropriate fee and sketch plan indicating the following information before the lermit will be issued. ':"'. ....... A 8 C. Location and dimenSions of all property boundar" s and structures on the site. Location and extent of areas to be filled and/or e cavated. .~ \ \ . " Location of existing and pro'P'Bslih drainageways. rrigation ditches, etc., and indication of how and where historic run-off will be maintaine j on and through the site. " -~~. ,~,.;." ....~. '?' D. Cross section area to be filled and/or excavated i ldicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or p lrpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of contre devices such as hay bales, etc.. File$ on En,inc:nl\fC'ltm\Fill. rC""itwpd Rcv. 03/00 ~.-, ;:"4"01 03:20P DEVREVFAX "Mcl;Y-.. .' -:.. . 3. '501.20.000 Cubic Yards: Operations in which earth m~ terial fill or excavation exceeds 500 cubic yardS but does not exceed 20.000 cubic yards may be lllowed by a permit issued by the City Engineer after review of an application and supporting info mation. The following information shall be submitted with the required application form: 303 235.2857 P.04 \ .. ; A, A site plan. prepared and signed by a Colorado (( gistered professional engineer. at a scale of no less than 1 inch to twenty feet (1 :20) wI' ch illustrates the following: . . 1. Location an dimensions of all property be Jndaries and structures on the site. 2. 'LoCafion and extent of areas to be filled Indlor excavated. 3. LocatIon of existing waterways and drain 1ge courses indicating any changes. (for a site containing an established irrigatic " ditch. a letter of approval from. the appropriate ditch company shall be requir !d). 4. LocaTion of existing and proposed points Jf ingress. 5. LocatIon and extent of existing vegetatioll. proposed changes in such vegetation and methods of rehabilitation on site ve! etation after earthwork operations are complete. 6. Erosion control plan. 7. ~:romg plan with existing Idashed linesl ar j proposed (solid lines) ground contours with contour intervals of 2 feet and SPOt llevations. 8. At .least two cross sections (east to wes and north to southl through the site showing depth of fill andlor excavation. 9. ;::.. aramage report may be required if site' lOoff characteristics are changed. 10. Relative elevations of adjacent properties nd structures. 11. Sfatement of purpose of intended fill and:, r excavation. '. 4. Performance Standards; The following provisions shall apply to all Minor Excavation and FiJI Permits: '''', ',' A. Rehabilitation: Within thirty(30) days after c 'ssation of Idling and/or excavation. rehabilitation for the site shall have been compl:ed In accordance with the approved plans. RehabiJita~i,on shall consist of leveling. gr; ding. landscaping or any combination thereof to minimiH I(~tential erosion and be accertable to the City Engineer. . ~'I.r' ..... Debris: Debris andlor contaminants shall not be u! ad except with the approval of the City Engineer. ~. ,~, ,"- '..... " 8. "For the purpose of this Section. the term debri~ shall have the same meaning as the terms "garbage. trash or junk" as defined in the \^ heat Ridge Code of Laws, Section 20- 21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill ,reas within the City of Wheat Ridge. Files on En,illcnnFonn\Fill Pumil.wpd 2 R... 03/00 Y-~_-_~ _~.'4r ~~v~~vr~ rila", . . .:J,V~ ..:::~o ..:::<<::s.~/ P.05 c". Excavltion and/or fill areas shall be grlded to fl cilitate weed control until finl' grades are set and site rehabilitation and use occur (must Ie leveled with side slopes not to exceed 3 to 1). .1' _. 5. Permit Fees' 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the firs! 100 cy plus for each additional 100 cy or fr action thereof $10.00 N/A $15.00 N/A $15.00 N/A $5.0D N/A $60.00 60.00 $4.45 32.04 S100.00 WA Iu fI'/ /S'gZ TOTAl $ 92.04 d #- 4'3f?S' 7/31/0 I .' 1001 to 10.00D cubic yards for the first 1000 cubic yards pius. for each additional 1000 cy or fraction thereof 10.000 cubic yards or over 'Wheat Ridge Code of Laws Section 5.76. All permits shall be applied for prior to fiIl deposition or ex :avation operations begin. Any permit applied for after cutting or fiIling operations on site are in pI ~gress shaIl be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of L ws. Appendix A. Section 24.8. Any fill requested under this permit within the 100 year flood zone MUST COMPL Y WITH WHEAT RIDGE CODE OF LAWS. SECTION 26.201, HOOD PLAIN ZONING OROINANCE. '.. " I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORREfT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIOIIS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL C ~USE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINI;S BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE K,EfT IN MY POSSESSION OR PERM NE TL Y ON THE JOB SITE. ~~';,.r!~. ....'So... " .. APPLICANT: A'~ --..~ ,,':,';//./." /--- "" \\ .. 7- /3/ /<>1 t ppr6val Oate :iJcs on EngincnI\Fonn\FitI Pcrmit:"'pd 3 Rev. 03/00 !1 Wl:lE:4~ t~-.:\ .'. f..'2,. u '" ~ C' 0 oL OR~\l DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA nON REVIEW Date: g~'7!o I I I Location:-.A13o ltJ~",w"''-lt ~~&-r Attention: Building Department I have reviewed the attached materials submitted in application for approval of a r ~~".I- ~ ~ . at the above referenced address. Please note the summary comments below. 1.~ Boundary Closure: ........ OK _ Not OK; refer to stipulations. 2. ~ Drainage: a. Drainage plan and report needed b. Drainage plan not needed _ c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainagelgrading provisions have been reviewed and are: ~ OK _ Not OK; refer to stipulations. 3........ NPDES Permit Required: Yes..l..<- No 4. ......- Public Improvements: a. street paving needed: _ Yes -- No b. curb and gutter needed: ........ Yes No c. sidewalk needed: Yes"- No d. street lights needed: Yes -'<::. No e. storm sewer needed: yes...... No f. letter of credit required: _ Yes ,..- No If a letter of credit is required, for what improvements? 5. \,../'" ;v-- 6. 7. .......-- 8. ......... ;:;7' 9. 10. V 11. ..............- 12. 13. -- 14. ~ Amount ofletter of credit: Subdivision Agreement required: Development Covenant required: If Yes, for Traffic impact analysis and report required: State Highway Access Permit needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All existing dedicated roadways/alleys meet the standards of the City: ....... Yes If no, which do not and what is requested: ....... No - No Yes Yes ......... Yes _........-yes Yes No No ~No No APPROY AL: The Public Works Department has reviewed this request and hereby gives its approva ubject to the above and/or attached stiPulatio~ ~ . 8 z::!> <>1 ichael Garcia Dclte NO APPROY AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: _ Yes .::::::.. No Summary Comments: Av~( ;),"'d-~E TO THE'i=.xm'^''' !lG$cA...'- o1=T,t.//J CO""5T,I!V~""" N IS /D &.E ~ V/~ TO Gl-' .>r4N{)AIl-(> ?~JOL 72:? C. O. IS5c../A1.'Vc..E. LE:7T€-1Z.:- l.s R.e<?VUE..o /7l1c:?/Z TO c.o. ISSVJ4,14.{(.,€. ?v.lU.lC- 1'^1?~cve,t.(no.trs As A lire re: r H"''pU?''/I/r .&.4uV,46E c...~(PI{pr~~N Files on Enginent\Fonns\Bldpnnt3.frm Rev 05/00 DEPARTMENT OF PUBLIC WORKS (303} 235-2861 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED #5~ , I ADDRESS 4-1;0 I rJt>t!f=;EAlOEit-oIc.E.. I <7(-. I Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements locoted along the frontage of soid address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me ~t 303-235-2868. Sincerely, ~M' h I'G~ IC ae arCla, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form leHers\Notification'of PI Restoration Rev 05/00 PUBLIC WORKS REVtEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date ~h>~ Applicant lYJ.S~." (~'psrp..u:::\~ Location of construction. 4730 '=,=-r::e..UE. Purpose of construction)]riV ~ Phone# ~D7- zq.Lj-~z..\~ I Single Family _ Commercial sr:- Building Permit va,ue4 ZQ3 ~76,oD I --- Multi-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 (for document processing) $ /00. aD Single' Family Residential Review Fee: $50.00 (for review of applicable technical documents) $ Commercial/Multi-Family Review Fee: For review of existing technical documents $100.00 For review of technical documents for construction in right-of-way, final drainage report and erosion control plan $500.00 Development Covenant Fee: $125.00 (for document processing and recording) $ $ 5"00- 00 $ $ $ /00.00 $ /00.00 Subdivision Improvement Agreement Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150.00 $ Class I Publication/Public Notice = NIA Class II application = $250.00 Class II Publication/Public Notice = $90.00 $ $ TOTAL REVIEW FEES: (due at time of building permit issuance) $ 9;;,00. DO PLEASE NOTE THAT IN AOOITION TO THE ABOVE fEES, THERE WILL BE AOOITIONAL LICENSING ANO PERMITTING fEES REQUIRED fOR CONSTRUCTION Of IMPROVEMENTS WITHIN PUBLIC RIGHT-Of-WAY. Signature of Applicant Date&- 2-4 -() t Files on Enginent/Forms/Review Fees-Building Permit Ap Rev 04/01 ~' '/IHE~r '" -'- / '- " - '" u "' C'OL OR ,C,o PERMIT TRACKING FORM ADDREss I~ 10D t\'\c'\si '? V \IN \\CQ. ~~\:. (A \) I? ) DATE SUBMITTED '::;)-?'U'O\ PERMIT NUMBER $l,(ol~ TYPE OF PERMIT CONTRACTOR (")\=?J~.. c: ~""S \" . PHONE Q.D\\ m . OWNER ;j('\\\\.\ ~)\: \\~<c\ $~~ PHONE TYPE OF REQUEST ~\=.\C r-- ~.l1\l11.t B'd.~ 0\ (~~ ()I= PllMi:\."'";~. ~O\.ffi~~:rs ~BUILDING DEPARTMENT DATE IN DATE OUT 1" Review \'0 -C)f\Q.\'t\ 2,d Rev; ew 3'd Review 4th Review 4.::l.(,. (', \ \0' 14 -to\ L\ - '\1', . to\ (0" dt") ot \:)11\ ~ENGINEERING DEPARTMENT DATE IN DA TE OUT 1" Review 2" Review 3"' Review 4th Review \~ fT\\\<~ c.~ . \-\C'J..!'I \=<1:1. Cta' ~ef>~ L\.-~()(>\ lc-llt-(j\ 1 - ?'t:, . ('J\ !b' '2'2..'" I '.::>cld. -0\ \ -\In' D\ 1- "3D a\ pm --- 1fl PLANNING DEPARTMENT DATE IN DA TE OUT 1" Review "Ill l\\t\Q. "\ 2'" Review 3"' Review 4th Review '-\ - d('>-Cil (" . \ U. - () \ "',-Ie:, . c\ l-MOOl ffiPt Cj.FIRE DEPARTMENT {\.R\J\\tf\!S\D.Sl2_'-] ll-d3' 0 I '=> - \ S -0 I ,-,\-d,0'OI o CITY ARBORIST o POLICE DEPARTMENT o SEWER DISTRICT o WATER DISTRICT ~ c./CJ f 5~-()d-. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice - J_ I Job Located at '17'20-30 I ,'r"-/u?rl/j"-.,,,.v I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: I)I~r :1~1 ::/~~' ~ r,'rl'J.. ) ~A'/" ~/"Al f'''-~ b ;Icl") <>1 /~~~~/ b'- 3) ~rov?r-_'i, sp,. <N-" .4 r,' o"'S., ",loa- '5 :-J~ _.. J 5 5/1 ~ '1~~:.1 "I : ~t ~:~ ~'f ':' .; /{ p :> (.. I( . ~rl/:, l :: " /~ c;) f.;,}i'5,< <)/"".~lt/r ;."d; // i 7,) '",';';/(1 /J.q''''//4/:J <:'J"" /.., b,f~<. ~) F/?/./ - tl.7or <; n'k'~. " V Tl'<C"> J..,I ""';'..('C) l.c'" '" t 01".1/ eo~ 1(7)..J-ryjJ",,11 ';,..,'<>-:;/011 1--:0 rOOfn <<,'X/"',,"Or c;;'o/' You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date '-I/. r/~ J. '/ ,. (/,<:>c- Inspector for BuIldIng Dept. FORM WR6-22 DO NOT REMOVE THIS TAG .... DIatrIot CO 80004 . 303/424.3012 '303/432.7995 fax Wheat Ridge Building Department 7500 W 29th Avenue Wheat Ridge, Colorado 80033 4/26/01 RE: ADP 4730 Independence Street 1) The building address numbers shall be posted on a temporary basis and shall be pennanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2) Water lines and fire hydrants shall be installed and operational, and capable of supplying the required fire flow for the site prior to above grade construction. UFC 97 901.3, 903.2, Amended. 3) A fire hydrant shall be located within 150 feet of a fire department connection serving a sprinkler system. UFC 97 903.2 Amended. 4) A minimum of3 feet clear space shall be maintained around the circumference of fire protection equipment. UFC 97 1001. 7.1. 5) Trash enclosures including doors shall be of noncombustible construction. UFC 97 1103.2.2 Amended. 6) The main exit doors in Group B Occupancies provided with a double cylinder key lock shall be provided with a sign stating "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT." UFC 971207.3 Amended. 7) All other exit doors in Group B Occupancies shall be openable from the inside without the use of a key or special knowledge. UFC 97 1207.3 8) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2 9) Emergency lighting battery packs shall be placed on the normal branch circuit lighting for the area served and shall be subject to field inspection. Additional unit may be required. UFC 971211.1. NEC 96 Article 700. 10) Submit a minimum of (3) sets of sprinkler plans and hydraulic calculations for approval prior to the installation ofthe sprinkler system. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 971001.3 II) Fire department hose connections serving a sprinkler system shall be located a minimum of36 inches and a maximum of48 inches above finished grade. UFC 971003.1.1 Amended. 12) The location of the fire department connection is to be approved by the Fire Marshal. UFC 971003.1.1 13) Sprinkler systems over 100 heads shall be supervised by an approved centra~ proprietary, or remote station at a constantly attended station. UFC 9710030301 14) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. UFC 97 1003.3.1 IS) A building containing a fire alarm system and having required duct detectors shall have the duct detection tied into the fire alarm system on a separate zone. UFC 971007.3.4.1 16) A satisfactory test of the entire system shall be made in the presence of the Fire Marshal. All system functions shall be tested. UFC 971007.3.4.2 17) Elevators shall be installed in accordance with Chapter 30 of the Building Code. 18) When the elevator vertical distance is 25 feet or more each associated elevator entrances area and associated machine room shall be provided with an approved, listed smoke detector for elevator recall purposes only. The detector may serve to close the elevator lobby door and additional doors at the Holloway opening allowed in section 3006 UBC 973003.2 19) Two-way communications shall be provided between the elevator car and an emergency service which operates 24 hours a day. UBC 97 3003.6 20) Except at the main entrance level, an approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station which will indicate that "IN CASE OF FIRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS." UBC 97 3003.6 21) Please label elevator control room for fire department emergency. 22) Provide elevator fire service override key and emergency door key for the fire department. 23) Fire extinguishers shall be a 4-A rated lO-lb ABC dry chemical type. The required number of units and mounting information shall be provided prior to final inspection. UFC 97 1002.1 Amended 24) A key box shall be provided on all buildings containing a sprinkler system required by this code and shall contain all keys necessary go gain access. Forms are provided by the Arvada Fire Marshals Office. UFC 97 902.4 Amended 25) When approved by the building official, exit doors in Group B Occupancies may be equipped with approved listed special egress-control devices of the time-delay type providing that the building is protected throughout by an approved automatic sprinkler system and an approved automatic smoke-detection system. Such devices shall conform to section 1003.1.10 of the 97 UBC. 26) Submit a minimum of (3) three sets of plans for review and comment prior to the installation of the fire alarm system. UFC 97 1001.3. 27) Carpeting shall be a minimum of Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV-A 28) Any code requirements arising from construction. 29) Twenty-four hours notice required for all tests and inspections ~' Kent Sparky" Shriver Fire Marshal Arvada Fire Protection District .... DIetIIot CO 80004 . 303/424.3012 . 303/432.7995 fax Wheat Ridge Building Department 7/30/01 7500 W 29th Avenue , Wheat Ridge, Colorado 80033 RE: ADP~;ndence Street~ 1) The building address numbers shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. . 2) Water lines and fire hydrants shall be installed and operational, and capable of supplying the required fire flow for the site prior to above grade construction. UFC 97 901.3, 903.2, Amended. 3) A fire hydrant shall be located within 150 feet of a fire department connection serving a sprinkler system. UFC 97 903.2 Amended. 4) A minimum 00 feet clear space shall be maintained around the circumference offire protection equipment. UFC 971001.7.1. 5) Trash enclosures including doors shall be of noncombustible construction. UFC 97 1103.2.2 Amended. 6) The main exit doors in Group B Occupancies provided with a double cylinder key lock shall be provided with a sign stating "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT." UFC 97 1207.3 Amended. 7) All other exit doors in Group B Occupancies shall be openable from the inside without the use ofa key or special knowledge. UFC 971207.3 8) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2 9) Emergency lighting battery packs shall be placed on the normal branch circuit lighting for the area served and shall be subject to field inspection. Additional unit may be required. UFC 971211.1. NEC 96 Article 700. 10) Submit a minimum of (3) sets of sprinkler plans and hydraulic calculations for approval prior to the installation ofthe sprinkler system. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 1001.3 II) Fire department hose connections serving a sprinkler system shall be located a minimum of36 inches and a maximum of48 inches above finished grade. UFC 971003.1.1 Amended. 12) The location of the fire department connection is to be approved by the Fire Marshal. UFC 97 1003.1.1 13) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station at a constantly attended station. UFC 97 100.30301 14) Valve monitoring and water flow a1ann and trouble signals shaI1 be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. UFC 97 1003.3.1 15) A building containing a fire alarm system and having required duct detectors shall have the duct detection tied into the fire alarm system on a separate zone. UFC 97 1007.3.4.1 16) A satisfactory test of the entire system shall be made in the presence of the Fire Marshal. AIl system functions shall be tested. UFC 97 1007.3.4.2 17) Elevators shall be installed in accordance with Chapter 30 of the Building Code. 18) When the elevator vertical distance is 25 feet or more each associated elevator entrances area and associated machine room shall be provided with an approved, listed smoke detector for elevator recall purposes only. The detector may serve to close the elevator lobby door and additional doors at the Holloway opening allowed in section 3006 UBC 973003.2 19) Two-way communications shall be provided between the elevator car and an emergency service which operates 24 hours a day. UBC 97 3003.6 20) Except at the main entrance level, an approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station which will indicate that "IN CASE OF FIRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS." UBC 97 3003.6 21) Please label elevator control room for fire department emergency. 22) Provide elevator fire service override key and emergency door key for the fire department. 23) Fire extinguishers shall be a 4-A rated 1 O-Ib ABC dry chemical type. The required nwnber of units and mounting infonnation shall be provided prior to fina1 inspection. UFC 97 1002.1 Amended 24) A key box shall be provided on all buildings containing a sprinkler system required by this code and shall contain all keys necessary go gain access. Forms are provided by the Arvada Fire Marshals Office. UFC 97 902.4 Amended 25) When approved by the building official, exit doors in Group B Occupancies may be equipped with approved listed special egress-control devices of the time-delay type providing that the building is protected throughout by an approved automatic sprinkler system and an approved automatic smoke-detection system. Such devices shall confonn to section 1003.1.10 of the 97 UBC. 26) Submit a minimwn of(3) three sets of plans for review and comment prior to the installation of the fire alarm system. UFC 97 1001.3. 27) Carpeting shall be a minimwn of Class II Critical Radiant Flux. Docwnentation shall be provided prior to installation. UFC 97 Appendix IV-A 28) "No Parking Fire Lane" signs may be required to be installed to identifY such roads. Signs shall meet City of Wheat Ridge standards. UFC 97 901.4.2. 29) Any code requirements arising from construction. 30) Twenty-four hours notice required for all tests and inspections Kent "Sparky" Shriver Fire Marshal Arvada Fire Protection District subdivision ~~~ ~1!"i]'lllJall'!fN&~ git~I~"!:-:"!\\1 . . u :eSSe' ~~ ~w ,w' ' .: ,>,n'~' ~,=\\:l"",,,, -lot minor