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HomeMy WebLinkAbout3795 Wadsworth Boulevard (The Corners - Bldg B)Authorization and Consent Form Project Address: T -Mobile #730515/ SLSN 3795 Wadsworth Blvd, Suite 104, Wheat Ridge CO 80033 Landlord Details: Michelle Roberts mroberts(cDthekroenkegroup.com DRAWING ID: PRJ-TMBL-150444-R1 Project: Integration T -Mobile Branding (exterior signage) To Whom It May Concern: I am a duly authorized representative of Quadrant Wheat Ridge, LLC , for the above referenced address. In my capacity as Landlord/Landlord's representative, I approve the recommended signage for the above referenced location. I further authorize Coast Sign or their representative to obtain a permit in Vendor's name. All permits for the sign program hereby consented by Landlord. Authorized By (Name, Title) Michelle Robertus Agent forTKG Management ,Inc as Agent for Quadrant Wheat Ridge, LLC Authorization Signature :iiili Dated 06,020 City of Wheat4ddge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.vvheatndoe.co.us FOR OFFICE USE ONLY Date: PlaNPermit# 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: 3795 WADSWORTH BLVD. #104 Property Owner (please print): THE KROENKEGROUP Phone: Property Owner Email: mroberts@thekroenkegroup.com Tenant (Commercial Projects Only) T -MOBILE #730515 Property Owner Mailing Address: (if different than property address) Address: PLEASE SEE ATTACHED APPROVAL City, State, Zip: PLEASE SEE ATTACHED APPROVAL LETTER Arch itectfEngineer E-mail: Contractor Name: SIGN SHOP ILLUMINATED LLC. City of Wheat Ridge License M 021445 Contractor E-mail Address: kelly@signshopilluminated.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): KELLY SALAZAR CONTACT EMAIL (please print): kelly@slgnshopllluminated.com 719-573-1567 719-573-1567 Sub Contractors (Must provide Wheat Ridge License No.): Electncal: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑X COMMERCIAL ❑RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Two (2) 31" Front lit illuminated channel lettersets to read "T -Mobile" to include magenta backer Sq. Ft./LF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OR UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, mles 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): "s^'^^^— _DATE: 11/3/2020 Printed Name: Kelly Salazar ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3795 WADSWORTH BLVD. #104 Contractor: SIGN SHOP ILLUMINATED LLC. You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - 28'-0" feet Wall 2 - 28'-0" feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage - Wall 2 allowable signage - Wall 3 allowable signage - Site Plan 10111111©©■0©ID 8(� L C_ M., E. square feet square feet square feet /� \M N v a L N M Delivery Destination: Reviewed for Zoning Compliance by the A, City of Wheat Ridge Planning Division APPROVED BY: "rye^""v DATE: /December 29, 2020 COMMENTS: Approved with conditions Site ID# 730515 3795 Wadsworth Blvd, #104 Wheat Ridge, CO 80033 Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. _ - City of W heat jdge COMMUN11Y DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 1/05/2020 Plans Examiner Date veidM of mmll:: The issuan to c/o perm0 w Wpiovor of Alms speri/iw0om one wmputanom shoe not be a prrm/r/o, w an opprw9l o/, Ory norobon m wry of me provis/ans of the hurh0ng rode or of ooy city wdhsonso. Permts pry u ng to VW outh" to calor or concel the pro doom of th9 away coda orother ord noven, of ft Oty shoo not he.oha ■ ■ ON SITE PLANS MUST BE ON SITE FOR INSPECT • ALL Projects are Subject to Field Inspections obi.le This is an original unpublished ' drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: Inc. It is submitted for your MobileT 7 06-02-20 Refertopathfinder for details personal use in conjunction with a COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refertopathfinderfordetails Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 1111TIRIVINRefer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy St. Anaheim, CA 92802 to any firm or corporation for any 3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 520-9144 FAX: (714) 320-5&17 purpose whatsoever without of 10-20-20 Refer to pathfinder for details (C. Chan) written permission. Wheat Ridge, CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details Site Plan Signage Inventory O28" Face Lit Channel Letters on Backer Panel j O 24" Face Lit Channel Letters on Backer Panel OD/F Tenant Panel Sign 7 m ("W'k N 1 2 3 4 5 6 �A1 0 in 7 IF en in City of Wheat Ri Building Division This is an original unpublished I drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: Inc. It is submitted for your LT Mobile 06-02-20 Refer to pathfinder for details personal use in conjunction with a COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refer to pathfinder for details u. Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 06-30-20 Refer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy Sl. Anaheim, G 92802 to any firm or corporation for anyF3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 520-9144 FAX: (714) 320-5&17 purpose whatsoever without 2 10-20-20 Refer to pathfinder for details (C. Chan) Ridgewritten permission. heat , CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details Signage Detail Proposed: 28" Face -Lit Channel Letters on Bac FACE S: 3/16" thick #2447 White autoglas or equal RETAINERS: 1" White jewelite tdmcap RETURNS: .040 alum. 3" deep profinishedWhite BACKS: .063 alum. - profinishedalum White LED: Principal 6500K White LED's, Remote power supplies BACKER 1" deep fabricated alum. backer cabinet w/ internal angle sh PANEL: .063 alum. skin painted TMO Magenta and White base coat (per color paled a) [0111Ill LIil4:1E1= • Matthews Magenta MP86055 R155445 N Semi-glo V1.0 over MP55898 White Basecoat O #2447 White Autoglas or Equal 112' A SPACER FROM WALL sxEAIHINe BACK CF LETTERTC IA BE OF BW CKINC H'.1 WE tl -4 Pill :1 EE EMCA. TOR U BCLiWL NUT, HAT 6 WCK FT"` I HI,SI WG WOOD BLOCKING BETWEEN 6TUD5', ATNCx BLOCKING AT EACH END TO STUDS WALLHUD CN 16CENTERS TYPICAL FRAMED WALL MOONING DETAIL Iran Stringer or Power sup housing °mgt Greenfield co Vi minimum Before 1' aluminum hacker Aluminum returns -Disconnect Swfich —Tim cap Riv-nut — Acrylic face — Aluminum hacks — LED illumination 92 volt jacketed cable Kwik Bolt - Weep holes %" db. wwrar locations only BRmrcwALL waEERx_ EawiNe \l was HUD �GN 1CENTERS IEX `� r T""T""T"ALUM . SPACE WACERBWCK pai i "Mir 18" T-2-1/4" 3-5/8" 1I CIA wEn 5-7/16" sLEEVGUNCHOR OR 81-1-1/8" eel" w'i: n°fs'wu�.wmo. 8'-0" MOUNTING OPTIONS: V-4-1/2" BRmrcwALL waEERx_ EawiNe \l was HUD �GN 1CENTERS IEX `� r El pai i "Mir 18" TYPICAL BRICK WALL MOUNTING DETAIL "SLEE After This is an original unpublished' drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: Inc. It is submitted for your MobleleT 06-02-20 Refer to pathfinder for details personal use in conjunction with a COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refer to pathfinder for details Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 1111TIRIVINRefer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy St. Anaheim, G 92802 to any firm or corporation for any 3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 520-9144 FAX: (714) 320-5&17 purpose whatsoever without 3 10-20-20 Refer to pathfinder for details (C. Chan) written permission. Wheat Ridge, CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details 18" T-2-1/4" 3-5/8" V-2-3/4" 5-7/16" 2'-1-1/4" 81-1-1/8" 17 20" 8'-0" 4" V-4-1/2" 6" 2'-4" 9'-0" 21 22" 8'-9-1/2" 4-1/2" 1'-6" 6-3/4" 2'-7" 9'-11" 25.6 24" 9'-7-1/4" 4-7/8" V-7-3/4" 7-5/16" 2'-9-3/4" 10'-9-7/8" 30.4 26" 10'-4-5/8" 5-1/4" V-9-3/8" 7-7/8" T-1/2" 11'-8-3/8" 35.6 28" 11'-2-1/4" 5-5/8" 1'-11" 8-7/16" T-3-1/4" 12'-7-1/8" 41.2 30" 11'-11-3/4" 6" 2'-5/8" 9" 3'-6" 13'-5-3/4" 47.2 32" 12'-9-3/8" 6-1/2" 2'-2-1/4" 9-3/4" 3'-9" 14'-4-7/8" 54 34" 13'-7" 6-7/8" 2'-3-7/8" 10-5/16" T-11-3/4" 15'-3-5/8" 60.9 36" 14'-4-1/2" 7-1/4" 2'-5-1/2" 10-7/8" T-2-1/2" 16'-2-1/4" 68.1 38" 15'-2-1/4" 7-5/8" 2'-7-1/4" 11-7/16" T-5-1/4" 17'-1-1/8" 75.9 40" 15'-11-3/4" 8-1/8" 2'-8-3/4" 12-3/16" T-8-1/4" 18'-1/8" 84.4 42" 16'-9-1/4" 8-1/2" 2'-10-1/2" 12-3/4" T-11" 18'-10-3/4 92.9 44" 17'-7" 9" T-0" 13-1/2" 5'-2" 19'-10" 102.5 46" 18'-4-1/2" 9-3/8" T-1-3/4" 14-1/16" 5'-4-3/4" 20'-8-3/8" 111.8 48" 19'-2" 9-3/4" T-3-3/8" 14-58" 5'-7-1/2" 21'-7-1/4" 121.5 After This is an original unpublished' drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: Inc. It is submitted for your MobleleT 06-02-20 Refer to pathfinder for details personal use in conjunction with a COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refer to pathfinder for details Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 1111TIRIVINRefer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy St. Anaheim, G 92802 to any firm or corporation for any 3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 520-9144 FAX: (714) 320-5&17 purpose whatsoever without 3 10-20-20 Refer to pathfinder for details (C. Chan) written permission. Wheat Ridge, CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details Signage Detail Proposed: 24" Face -Lit Channel Letters on Bac FACES: RETAINERS: RETURNS: BACKS: LED: BACKER PANEL: 3/16" thick #2447 White autoglas or equal 1" White jewelite tdmcap .040 alum. 3" deep profinishedWhite .063 alum. - profinishedalum White Principal 6500K White LED's, Remote power supplies 1" deep fabricated alum. backer cabinet w/ internal angle sh .063 alum. skin painted TMO Magenta and White base coat (per color pakede) COLOR PALETTE • Matthews Magenta MP86055 R155445 N Semi-glo V1.0 over MP55898 White Basecoat O #2447 White Autoglas or Equal 112 CA SPACER FRO M WALL sxEAIHINe BACK CF LETTERTC IA BE OF BW CKINC H'.1 WE tl -4 Pill EE EMCA. TORO BO IT WL NOT, RAT 6L= WARxERI HI,'I WG WCCC BmorclNG BETWEEN 6TIC5', ATTACH BLOCKING AT EACH ENC TO STUDS TYPICAL FRAMED WALL MOONING DETAIL Iran Stringer or Power sup housh0 I° A Greenfield co 14' minimum Before 1' aluminum hacker Aluminum returns -Disconnect Swfich —Tim cap Riv-rad — Acrylic face Aluminum hacks . LED illumination cable Kwik Bolt - Weep holes W1 db. wwrar locations only BRmrcwAu waEERx_ EawiNe \l was HUD �GN 1CENTERS IEX WALLHUD El ON 1G CENTERS 1"z1"z1"ALUM . pai WAGER BW CK SPACE 18" T-2-1/4" 3-5/8" V-2-3/4" 5-7/16" 1I CA wm 81-1-1/8" sLEEVGUNCIOR OR 20" eel" 4" w'i: n°fs'wu�.wmo. 6" MOUNTING OPTIONS: 1' aluminum hacker Aluminum returns -Disconnect Swfich —Tim cap Riv-rad — Acrylic face Aluminum hacks . LED illumination cable Kwik Bolt - Weep holes W1 db. wwrar locations only BRmrcwAu waEERx_ EawiNe \l was HUD �GN 1CENTERS IEX `� r El pai i "Mir 18" TYPICAL BRICK WALL MOUNTING DETAIL "SLEE After This is an original unpublished' drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: Inc. It is submitted for your MobleleT 06-02-20 Refer to pathfinder for details personal use in conjunction with a COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refer to pathfinder for details Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 1111TIRIVINRefer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy St. Anaheim, CA 92802 to any firm or corporation for any 3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 520-9144 FAX: (714) 320-5&17 purpose whatsoever without 4 10-20-20 Refer to pathfinder for details (C. Chan) written permission. Wheat Ridge, CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details 18" T-2-1/4" 3-5/8" V-2-3/4" 5-7/16" 2'-1-1/4" 81-1-1/8" 17 20" 8'-0" 4" V-4-1/2" 6" 2'-4" 9'-0" 21 22" 8'-9-1/2" 4-1/2" 1'-6" 6-3/4" 2'-7" 9'-11" 25.6 24" 9'-7-1/4" 4-7/8" V-7-3/4" 7-5/16" 2'-9-3/4" 10'-9-7/8" 30.4 26" 10'-4-5/8" 5-1/4" V-9-3/8" 7-7/8" T-1/2" 11'-8-3/8" 35.6 28" 11'-2-1/4" 5-5/8" 1'-11" 8-7/16" T-3-1/4" 12'-7-1/8" 41.2 30" 11'-11-3/4" 6" 2'-5/8" 9" 3'-6" 13'-5-3/4" 47.2 32" 12'-9-3/8" 6-1/2" 2'-2-1/4" 9-3/4" 3'-9" 14'-4-7/8" 54 34" 13'-7" 6-7/8" 2'-3-7/8" 10-5/16" T-11-3/4" 15'-3-5/8" 60.9 36" 14'-4-1/2" 7-1/4" 2'-5-1/2" 10-7/8" T-2-1/2" 16'-2-1/4" 68.1 38" 15'-2-1/4" 7-5/8" 2'-7-1/4" 11-7/16" T-5-1/4" 17'-1-1/8" 75.9 40" 15'-11-3/4" 8-1/8" 2'-8-3/4" 12-3/16" T-8-1/4" 18'-1/8" 84.4 42" 16'-9-1/4" 8-1/2" 2'-10-1/2" 12-3/4" T-11" 18'-10-3/4 92.9 44" 17'-7" 9" T-0" 13-1/2" 5'-2" 19'-10" 102.5 46" 18'-4-1/2" 9-3/8" T-1-3/4" 14-1/16" 5'-4-3/4" 20'-8-3/8" 111.8 48" 19'-2" 9-3/4" T-3-3/8" 14-58" 5'-7-1/2" 21'-7-1/4" 121.5 After This is an original unpublished' drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: Inc. It is submitted for your MobleleT 06-02-20 Refer to pathfinder for details personal use in conjunction with a COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refer to pathfinder for details Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 1111TIRIVINRefer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy St. Anaheim, CA 92802 to any firm or corporation for any 3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 520-9144 FAX: (714) 320-5&17 purpose whatsoever without 4 10-20-20 Refer to pathfinder for details (C. Chan) written permission. Wheat Ridge, CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details Signage Detail ,. Proposed: D/F Tenant Panel Sign FACE: While Acrylic GRAPHICS: Copy to be die cut from translucent vinyl - Magenta printed on vinyl to match existing COLOR PALETTE • Translucent Miratec Film 30532-1 Magenta printed on White vinyl OTo Match Existing M TJ 1/8" Before Mobile IY6Y_11MMMIQIIY 105" After City of Wheat Ridge Building Division This is an original unpublished ' drawing created by Coast Sign, 05-28-2020 DATE: DESCRIPTION: , Inc. It use MobileT 06-02-20 Refertopathfinder for details QW, c;; personal use in conjunction with a '' COAST SIGN project being planned for you by GeorgiannaArellano 06-19-20 Refertopathfinderfordetails Coast Sign, Inc., And shall not be ADDRESS PAGE 0 APPROVALDATE DESIGN 1111TIRIVINRefer to pathfinder for details N C O R P O R A T E D reproduced, used by or disclosed 1300 West Embassy Sl. Anaheim, CA 91301 to any firm or corporation for any 3795 Wadsworth Blvd, #104 Shy Ann 07-30-20 Refer to pathfinder for details (714) 510-9144 FAX: (714) 340-5&17 purpose whatsoever without 5 10-20-20 Refer to pathfinder for details (C. Chan) written permission. Wheat Ridge, CO 80033 PRJ-TMBL-150444-R6 12-18-20 1 Refer to pathfinder for details From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Monday, November 9, 2020 10:44:15 AM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 3795 WADSWORTH BLVD. #104 Property Owner Name MICHELLE ROBERTS Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-000-0000 mroberts@thekroenkegroup.com Wheat Ridae- CC Authorization form.odf APPLICANT INFORMATION Applicant Name KELLY SALAZAR/ SIGN SHOP ILLUMINATED LLC. What is your role in the project? Wheat Ridge Contractor's License General Contractor t81y0ee17 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK 11ANNITS1116'S:Yl kelly@signshopilluminated.com kelly@signshopilluminated.com Scope of Work Two (2) illuminated wall signs Square Footage 31.91 (ea.) Name of Business T -MOBILE Location of Sign NORTH & SOUTH ELEVATION Is structural required? No Upload any 8 1/2" x 11 LL Approval 5LSN Wheat Ridge CO Coast Sian 6 11 ndf pages Sign Installation Plan T -MOBILE 730515 PERMIT APP ndf Set on 11'x17" only. Project Value (contract 6498.00 value or cost of ALL $6,498 Valuation is materials and labor) OK SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for KELLY SALAZAR Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202002309 PERMIT NO: 202002309 ISSUED: 01/06/2021 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/06/2022 JOB DESCRIPTION: Installing (2) illuminated wall signs, 31.91 (ea.) on north and south elevation. No structural required. T -MOBILE *** CONTACTS *** OWNER (720)213-7430 QUADRANT WHEAT RIDGE CORNERS L SUB (719)573-1567 LOUIS DESANTIS 021445 SIGN SHOP ILLUMINATED *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 61498.00 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 136.46 Permit Fee 156.75 ** TOTAL ** 395.10 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Sign PERMIT - 202002309 202002309 ISSUED: 01/06/2021 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/06/2022 Installing (2) illuminated wall signs, 31.91 (ea.) on north and south elevation. No structural required. T -MOBILE I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of Wa-thei e BUSINESS LICENSE INSPECTION PERMIT NO. 202001753 Zv z�c ©/ 75 c/ Z -e512-0 755 BUSINESS NAME: T -Mobile INSPECTION DAY/TIME Wed., Sept. 16th@ 10 am INSPECTION DAY/TIME -///� ZOZ f r INSPECTION DAY/TIME / •17�iL1 ADDRESS: 3795 Wadsworth Blvd Suite 104 CONTACT NAME: ,John Larnjohn SQ FT OCCUPANCY TYPE 0 OCCUPANCY LOAD V -_CONSTRUCTION TYPE �SPRINKLERED ❑ NOWSPRINKLERED > Date City of Wheat d e g BUSINESS LICENSE INSPECTION PERMIT NO. 202001753 cJ© v 75S BUSINESS NAME: T -Mobile INSPECTION DAY/TIME Wed., Sept. 16th@ 10 am INSPECTION DAY/TIME__?//( INSPECTION DAY/TIME �L` e7Zjq ADDRESS: 3795 Wadsworth Blvd Suite 104 CONTACT NAME: John Lamjohn f� SQ FT OCCUPANCY TYPE a 0 OCCUPANCY LOAD V _ S CONSTRUCTION TYPE SPRINKLERED ❑ NOWSPRINKLERED _ Date PERMIT NO. 202001753 ZeZ-oo / 75`/ BUSINESS NAME: T -Mobile Wi�Of ci'yat idge BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Wed., Sept. 16th@ 10 am INSPECTION DAY/TIME 9,�Xj HOZ INSPECTION DAY/TIME � l • e7 Z4 ADDRESS: 3795 Wadsworth Blvd Suite 104 CONTACT NAME: John Lamjohn L-36.5SQ FT _/ti OCCUPANCY TYPE 2.0 OCCUPANCY LOAD V — S CONSTRUCTION TYPE SPRINKLERED ❑ NON-SPRINKLERED Z/-, z�2a Date C> (V N Q c O ) V a U v u O bi �j ea o� qy U q d o z H U :j p � N O Morn ro ++ �i w A cn W -'f Ui ° � � o >cn , �+1 H a W ,V n CD 44 oo F W U 1� p 0 O c 3 0 0 ° OP4bi Tj rH+I� F O q r/� U a) o 44 L'i 0 ro) U 'Cud ' ter°w =Oa mN0 U W O b A U w � 0 a U o m 3 C:7 0 Cd O ° U 6 y d N U (D �+ as 3 m C M O A O q F O Q.G V]OZ x N'd N V'1 O ai a W o 0 V b W ri N E d U (�. k o -r 1 A U 9 .0 b W F b N i.1 u [� W W 1+ N OUaar� z w° C) N O N N 01 c� Wil Q 00 Cd 3N� F��oz N �a�Na O O V F w ��wwx �Oaid'O OUaa,r� 1.) q O x 3 U tri ro � U A O v 00o d 4.1Ha 44 O H P4 J FP$ 44 44 4) U O +.) 3 y ro w N A w O O A U 4. x � m p O 0 a ro x U z° w rd�°, U w 44 m 44 o q Ol rl b 1••' V1 PCq � p 44 O N N U 44 ro O w 'Q 0O U a En 13 a �U � U d O O �w ro 44 ri U 44 5. � 4a Q U ro W4J U M O O U a N cAa c o " x �; d ^O Cd 4. U A 8 C O) aN oN 0 r\ o oQ o00 0.1 3 yi J V a V u O bi U ISI C O y ' 4 o O m o b ro [H w o Cr y F a4 ,N m `�.I•I d a� a 44 oo E w v 4J o q tn C40 9 oo�o oo b x 44 z � ij DI b, O i H° ' 3 o ° I Tw C.C7, w vj �+ y . >4 al q c 3 Q �� a vW� °'U w"H 44 o 1 AA �4, o ro.[ u t•I Y� a �G U °' ro " V[Wrl/ ► ��O wyetcCoC. v cu Acl 0L14 U �1 c O A u (.5 O m 3 o 4. ro a mw A$°4 en o O z H°•G . ri)ba PC v) ° "v z U10 C) mv� 1Q! a A N row ° 1 NO r E C U�kO o twi C> riA ° _ ate a�aax L �b� z0 �o0 Ems- n OUaa�,� z a° e I s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:�✓ /�-S Ll/a -Srw Permit Number: 2.d6 e>© 01 7,S-3 ❑ No one available for inspection: Time' -,0 _,PM Re -Inspection required: Yes "NO) When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: 12O,>_0 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: USS. .SS Job Address: 3725 [�tlCal_f 4r.er-t4 ZZ Permit Number: ZC) c <�> 1 ?S Z- ❑ No one available for inspection: Time /0 Re -Inspection required: Yes Ao When corrections have been made, s8 edule for re -inspection online at. http I www.ci.wheatridge.co.ueinspection Date: zl Inspector: DO NOT REMOVE THIS NOTICE /O!C70 i CITY OF WHEAT RIDGE -.A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:v Job Address: Permit Number: Z ❑ No one available for inspection: Time Ae,?,'11 /PM Re -Inspection required: Yes �X When corrections have been made, schedule for re -inspection online at. http ✓/www. ci. wheatridge. co. uslinspection Date: Y///n /i',- Inspector: DO NOT REMOVE THIS NOTICE ti ❑ No one available for inspection: Time Ae,?,'11 /PM Re -Inspection required: Yes �X When corrections have been made, schedule for re -inspection online at. http ✓/www. ci. wheatridge. co. uslinspection Date: Y///n /i',- Inspector: DO NOT REMOVE THIS NOTICE f rn �� � H A � Q O 0 L. N C> yH V v O > b, UAr-I 04 a� U :3 O 14 A u se . a GT. A O O ro 0 fl o O m OO v. A cn W '� ,� 4 -)cat? x oa 4-) H oG w ul C00o F ya 44 0 q O a3 � O o w H 3 w"' b� O �p N CW7 ib CIS y�" y� 0 oa 44 oE� 3Q� �rou v N � v &I d W ou0U 94 01 rt� v i O ul "O u Q ,V� �► " 3 '"a r -I 4.) 0 o O w ,-I o i71 fl U o ro o a V Cw7 o A m H 3zw w o aj 'moi F 3 O ro w ul 0d3 v a� � r'�. A is •'� 00 v� a y F�av�oZ cn b w kf) �°° a A ro w ro ON cj 8 DUH it o 4 A U o � w 4.) zZaUF" w U wl 4 Uj s d C 30crdC v a O U O U C�. W f7r ° z GL u City of Wh6atRidgre BUSINESS LICENSE INSPECTION PERMIT NO. 201902538 BUSINESS NAME: Sprint 4699 INSPECTION DAY/TIM INSPECTION DAY/TIME INSPECTION DAY/TIME ADDRESS: 3795 Wadsworth Blvd #104 CONTACT NAME: Manager 1385 SQ FT T!2 OCCUPANCY TYPE I OCCUPANCY LOAD V— CONSTRUCTION TYPE S PRINKLERED ❑ N-SPRINKLERED YY'l� �I Date Mon. Dec. 16 @ 1 pm CITY OF WHEAT RIDGE k Building'Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �T-) ( O c;? a3� -1� 1"Ae I scam- l a'L- ❑ No one available for inspection;. Time Re -Inspection required: Yeq!�� When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4inspection Date: i 1" / Inspector: DO NOT REMOVE THIS NOTICE Do i 90 31 o-1 CERTIFIED TEST, ADJUST & BALANCE REPORT for SPRINT STORE 3795 Wadsworth Boulevard((�-f Wheat Ridge, CO January, 2019 Permit #: 201803167 C1411 ckk TEST 8z BALANCE SPRINT STORE 3795 Wadsworth Boulevard GENERAL INFORMATION PROJECT: SPRINT STORE ADDRESS: 3795 Wadsworth Boulevard ADDRESS: Wheatridge, CO ALTITUDE: 6000 feet CERTIFIED: Casey D. Thompson TECHNICIAN(S): Casey D. Thompson FLOWHOOD: AIR DATAMETER: TACHOMETER: AMPROBE: THERMOMETER: HYDRONIC DATAMETER: HYGROMETER: PROJECT PERSONNEL INSTRUMENTATION ALNOR - MODEL # EBT -731 ALNOR - MODEL # EBT -731 EXTECH - MODEL # 461920 FLUKE - MODEL # 337 FLUKE - MODEL # 5211 ALNOR - MODEL # HM -675 FLUKE - MODEL # 971 REMARKS TEST 8i BALANCE Abbreviation Summary ACT Actual HHWP Heating Hot Water Pump ACU Air Conditioning Unit HP Horsepower AHU Air Handling Unit LAT Leaving Air Temperature AK Velocity Correction Factor LWT Leaving Water Temperature B&G Bell & Gossett MAU Makeup Air Unit BCP Boiler Circulation Pump MAX Maximum CD Ceiling Diffuser MIN Minimum CER Ceiling Exhaust Register NG Not Given CFM Cubic Feet per Minute NO Number CHWP Chilled Water Pump PSI Pounds per Square Inch CRR Ceiling Return Register RPM Revolutions Per Minute CRU Computer Room Unit SER Sidewall Exhaust Register DDC CF Direct Digital Control Correction Factor SF Service Factor DES Design SP Static Pressure EAT Entering Air Temperature SR Supply Register EF Exhaust Fan SRR Sidewall Return Register ESP External Static Pressure Sz Size EWT Entering Water Temperature VAV Variable Air Volume FPM Feet Per Minute VEL Outlet Face Velocity Ft. Hd. Feet of Head AP Pressure Differential GPM Gallons Per Minute AT Temperature Differential TEST 8z BALANCE Tsar A� swi , CZL Project SPRINT STORE STARTER DATA Manufacturer None Model Size Installed Thermal Rating (Amps) Required Thermal Rating (Amps) FAN TEST DATA Supply Air CFM 1622 Return Air CFM 1225 Outside Air CFM 397 Comments: AIR APPARATUS TEST REPORT System RTU -2 UNIT DATA Manufacturer Trane Model YSC048G3EHB01 Serial 181010197L Fan Type Roof Top Unit Rating 1600 CFM Outside Air 400 CFM STARTER DATA Manufacturer None Model Size Installed Thermal Rating (Amps) Required Thermal Rating (Amps) FAN TEST DATA Supply Air CFM 1622 Return Air CFM 1225 Outside Air CFM 397 Comments: AIR APPARATUS TEST REPORT System RTU -2 DRIVE DATA Drive Type Direct Drive Motor Drive Motor Bore Fan Drive Fan Bore No. Belts & Size Centerline Drive Change TEST DATA F MOTOR DATA Manufacturer US Motors Motor HP RPM 1 1200 VAR Phase Frame 1 48Y S.F. T e 1.15 NG Volts Ams 208/230 6.9 DRIVE DATA Drive Type Direct Drive Motor Drive Motor Bore Fan Drive Fan Bore No. Belts & Size Centerline Drive Change TEST DATA F Preliminary Final Fan RPM 1200 1200 Volts 209/210/209 209/210/209 Ams 3.6/3.4/3.5 3.6/3.4/3.5 FAN SYSTEM DIAGRAM Technician: Casey D. Thompson Chinook Test Balance, Inc. 2017 F I C H F -0.05" L NA 0 -0.18" NA E 0.13" A T 0 A N E L T R Technician: Casey D. Thompson Chinook Test Balance, Inc. 2017 'c q d 3 N ca bn o. U F CG� aob w O N �+ ww O QUMw a� o tr' ' •rI d ro m � W x w N s 000 Er w U O q v a3cd =3tO°w� U c•-, p O y 0 L d O O un z N idi N H 4 W El G zd oho i °O W W ri OU ,, v�o�U a�•� w o V4 I w z x �b oa A�o� ° ads u04 ro 4.) ro G �roo U cd P4 CIO �" > U w c� CC44 ,-I r-, o Cd bn n = U d W p o QN 3Zr o a� air b w. 3 O a a ro o� cd Vi , A �+ p w e�3e �O �M a o z o � w� Iwo a 0U O a > CaaANOa z row o a��. w 0 4+A '� I '� � v 7 ZFarU �i a H w G) 4J U to III( C OO9 b � O U p' i i a H a= OUaa� u I City of _,�001W heat I jge BUSINESS LICENSE INSPECTION j 0 19 0 044_� BUSINESS NAME: Pierogie's Factory INSPECTION DAY/TIME Thurs. July 24 INSPECTION DAY/TIME INSPECTION DAY/TIME ADDRESS: 3795 Wadsworth Blvd Suite 106 CONTACT NAME: SQ FT OCCUPANCY TYPE I I LP OCCUPANCY LOAD _]VIV9 CONSTRUCTION TYPE KSPRINKLERED ❑ NON-SPRINKLERED Inspector Sig __7 Date ((Zpl) fFj�► 61 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `- Job Address: Permit Number: dna�U ❑ No one available for inspection: Time / `/ / (f AM/PM Re -Inspection required: Yes N-10 When corrections have been made, call for re -inspection at 303 -234 - Date:— = �, Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE U Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i '- Job Address: �� `=� l,J n ► .� �. �� _:: ; u Permit Number: c Ll No one available for inspection: Time `! 1 AM/PM Re -Inspection required: Yes' When corrections have been made, call for re -inspection at 303-234-5933 Date: ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE� Inspection Type: t� F_ c r^ Job Address: 7)'Y' ` ; i,`; n h S 1; ­ Permit Number: 0 E� i (-+ 0 Lr C� v ❑ No one available for inspection:,, Time I L) (,) AM/PM Re -Inspection required: Yes /�lo When corrections have been made, calf re -inspection at 303 -234 - Date: ..y� cr cj C" Inspector: DO NOT REMOVE THIS NOTICE i CITY 6# WHEAL' RIDGE Building Inspection Division (303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION N +" ❑ No one available for inspection: Time, AM/PM Re -Inspection required: Yes No When corrections have been made, 4d3fll re -inspection atDate: �`Inspec i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: v C? cr >' ❑ No one available for inspection: Time AM/PM Re -Inspection required:, Yes,: No When corrections have been made, call for re -inspection at 303-234-5933 Date: -1 I Inspector:—' DO NOT REMOVE THIS NOTICE United Test and Balance T B 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 AX Office: 303.597.4185 Certified Testing, Adjusting, and Balancing Report Project Name: Project Information Pierogies Factory: Revision I Address: 3795 Wads\,vorth Blvd. Wheatridge, CO 80033 Elevation: 5,459 ft. Certified Report Date: Balancing Technician: Mechanical Contractor: Mechanical Engineer: Not Specified Capture Hood: Water Meter: Volt Meter: Tachometer: _July 16, 2019 Contractor Information Martin Boma & Gabe Martinez Northglenn Heating ect Equipment Information Alnor: EBT -731 Calibrated: Alnor: HM670 Calibrated: Fluke: 375 FC Calibrated: Shimpo: DT-207LR Calibrated: Architect: 10/24/2018 08/23/2018 02/26/2019 02/26/2019 nal Certifi�rr cin oda 0 ckaw `a.,,� '°" a ® o a 0 Q� Utwi[aQ Tait a �srS* �, ^•� �tr �/ � T `'led co d ���� � l Semper Fi elie Veteran Owned and Operated Dear Customer, United Test and Balance 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 Office: 303.597.4185 Warrantv Information As we try to build our customer base and ensure your complete satisfaction on every project United Test and Balance would like to extend a 180 Day warranty policy for every project. The terms of the warranty are listed below: United Test and Balance does hereby warrant the before said completed project for a period of 180 Days from the date of the issued Certified Test and Balance Report. That said work shall remain free from all defects in workmanship and material, and that it shall comply with all the specific requirements of the Specifications and other Contract Documents governing the Testing, Adjusting, and Balancing. It is understood and agreed upon that in the event of defects and the necessity of making repairs, the Owner and/or Contractor will immediately notify United Test and Balance in writing of its conditions and shall give the contractor reasonable time, 30 days, in which to make said repairs. If any person, firm, or corporation other than United Test and Balance has, since the completion of the above work, performed or attempted to perform any repairs to the Mechanical Systems then this warranty will become null and void. This warranty does not cover any repairs made by anyone other than United Test and Balance or one of its authorized representatives. Thank you for the opportunity to work with you on this project and we look forward to working with you in the future. Sincerely, Jeremy Merrill Owner T.A.B.B. Certified Supervisor Semper Fidelis Veteran Owned and Operated U United Test and Balance T \1 B 14142 Denver west Parkway Suite 245 Lakewood, CO 80401 AX Office: 303.597.4185 Abbreviation Index AC Air Conditioning Unit KW Kilowatt AHU Air Handling Unit LAT Leaving Air Temperature ACIP or A Ampere LB Pound APD Air Pressure Drop L\X'"f Leaving Water Temperature ATMOS Atmosphere Mixed Air BHP Brake Horsepower Maximum BTU British Thermal Unit MIN Minimum BTUH BTU per Hour NIAU Make -Up Air CFTNI Cubic Feet per Minute N/A No Access CHW Chilled Water Nom. Eff. Nominal Efficiency CHWR Chilled Water Return OSA Outside Air CHWS Chilled Water Supply OD I ID Outside Diameter I Inside Diameter CT Cooling Tower P Pump CUH Cabinet Unit Heater PD Pressure Drop CWR Condenser Water Return PF Power Factor CWS Condenser Water Supply PFPB Parallel Fan Power Box DB Dry Bulb (Temperature) PH Phase DEG or' Degree PSI Pounds per Square Inch DP or AP Differential Pressure RA Return Air AT Differential Temperature RET Return (E) Existing RG Return Grille EA Exhaust Air RH Relative Humidity EAT Entering Air Temperature RPM Revolutions per Minute EF Exhaust Fan RTU Roof -Top Unit ER Exhaust Register SA Supply Air ERV Energy Recovery Ventilator SD Supply Diffuser ESP External Static Pressure SP Static Pressure EWT Entering Water Temperature SF Service Factor OF Fahrenheit SFPB Series Fan Power Box FPB Fan Power Box sq. ft. Square Feet FCU Fan Coil Unit T- 11 T-2 T-3 Terminal 11 Terminal 2 ITerminal 3 FLA Full Load Amps TEMP or' Temperature FPM Feet per Minute TSP Total Static Pressure FT. Feet T-Stat Thermostat HD. Mead V Volts HP Horsepower VAV Variable Air Volume HWR Hot Water Return VFD Variable Frequency Drive HWS Hot Water Supply VP Velocity Pressure HZ Hertz (Cycles per Second) WB Wet Bulb Temperature IN. Inches W.C. Water Column KEF Kitchen Exhaust Fan W.G. Water Gauge Semper Fidelity Veteran Owned and Operated u T , United Test and Balance 13132 Denverwoos. 235 Lakewood./A\ St?w�ud. COCU 701 804q Office: 303.547.3183 Table Of Contents PROJECT: Pierogies Factory DATE: 7/17/2019 LOCATION: Wheatridge, CO CONTACT: Jeremy Merrill PROJECT #: 19-1983 AUTHOR: Jeremy Merrill Table Of Contents 1 Roof Top Unit........................................................................................................................................................... 1 1.1 RTU-01............................................................................................................................................................... 1 1.2 RTU-02.............................................................................................................................................................. 2 2 Fan Unit.................................................................................................................................................................... 4 2.1 EF -01 (Hood)...................................................................................................................................................... 4 2.2 EF -02 (Dishwasher)........................................................................................................................................... 5 2.3 EF-03-01............................................................................................................................................................. 5 2.4 EF-03-02............................................................................................................................................................. 6 2.5 EF-03-03............................................................................................................................................................. 6 3 Sheets and Views..................................................................................................................................................... 7 3.1 18.116_M01-24X36............................................................................................................................................ 0 3.2 18.116_M02-24X36............................................................................................................................................ 0 3.3 18.116_M03-24X36............................................................................................................................................ 3 3.4 18.116 M04-24X36............................................................................................................................................ 4 3.5 18.116 M05-24X36............................................................................................................................................ 5 3.6 18.116_M 11-24X36............................................................................................................................................. 0 3.718.116 M21-24X36............................................................................................................................................ 7 3.818.116 M31-24X36............................................................................................................................................ 8 3.918.116 M32-24X36............................................................................................................................................ 9 United Test and Balance Roof Top Unit PROJECT: Pierogies Factory LOCATION: Wheatridge, CO PROJECT #: 19-1983 SYSTEM/UNIT: RTU -01 Unit Data Unit Manufacturer Carrier Unit Model Number 48LCT012B2M5AON 1 CO Unit Serial Number 1619P14627 Filter Type Fiberglass Filter Qty - S1 6 Filter Size - S1 18" x 24" x 2" Starter Data RTU-01/Supply Fan Starter Manufacturer Factory Installed United Test and Balance 14142 Denver West Parkway Sune 245 Lakewood. CO SO401 Office: 303.597.4185 RTU -01 Supply Outlet Summary DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/15/2019 Test Data Design Airflow 4250 CFM Actual Airflow 4270 CFM Design Outside Airflow 2400 CFM Actual Outside Airflow 2425 CFM O/A Damper Position 55 (8.0 Volts) % RTU-01/Supply Fan 230/460 Volts Actual RPM 715 RPM Motor Volts T1-T2 408 Volts Motor Volts T2-T3 410 Volts Motor Volts T1-T3 409 Volts Motor Amps T1 7.0 Amps Motor Amps T2 7.6 Amps Motor Amps T3 8.4 Amps RTU -01 Supply Outlet Summary DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/15/2019 System/Unit otor Data RTU-01/Supply Fan Prelim Airflow Motor Manufacturer Marathon Motor Frame 56HZ Motor HP 3.7 BHP @ 60 HZ HP Motor RPM 1750 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor FL Amps 9.2/4.6 Amps Motor Service Factor 1.15 100 Outlet -03 SD Sheave Data RTU-01/Supply Fan 54 Motor Sheave Model VL44 Motor Sheave Bore 7/8 in. Fan Sheave Model AK84 Fan Sheave Bore 1 3/16 in. Number of Belts 1 Belt Size AX56 365 1 60 1 590 Test Pressures Design ESP 05 in we Final Filter SP In -0.70 in. we Final Filter SP Out No Access in. we DX Cooling SP In No Access in. we DX Cooling SP Out -0.96 in. we Fan SP In -0.96 in. we Fan SP Out No Access in. we Heating SP In No Access in. we Heating SP Out +0.48 in. we System/Unit Outlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Outlet -01 SD 608 360 59 605 100 Outlet -02 SD 608 370 61 610 100 Outlet -03 SD 608 330 54 600 99 Outlet -04 SD 602 300 50 615 102 Outlet -05 I SD 1 608 1 365 1 60 1 590 97 Outlet -06 SD 608 405 67 625 103 Outlet -07 SD 608 495 81 625 103 -. 1, United Test and Balance Page 1 of 15 Roof Top Unit PROJECT: Pierogies Factory LOCATION: Wheatridge, CO PROJECT #: 19-1983 SYSTEM/UNIT: RTU -02 United Test and Balance 14142 Denver West Parkway Suiie 245 Lakewood. CO 110401 Office: 3(13.597.4185 Starter Data RTU -02 /Supply Fan Starter Manufacturer Factory Installed Design Airflow Actual Airflow Design Outside Airflow Actual Outside Airflow O/A Damper Position RTU -02 /Supply Fan Actual RPM Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 Test Data 4000 CFM 4195 CFM 800 CFM 825 CFM 20 (6.4 Volts) % 775 RPM 206 Volts 207 Volts 206 Volts 5.4 Amps 6.8 Amps 6.0 Amps DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/15/2019 Motor Data I RTU -02 /Supply Fan Unit Data Unit Manufacturer Carrier Unit Model Number 48TCED09B2M5A6U1J0 Unit Serial Number 1519P94248 RTU -02 /Filter Bank 1670 RPM Filter Type Fiberglass Filter Qty - S1 4 Filter Size - S1 20" x 207'x 2" Starter Data RTU -02 /Supply Fan Starter Manufacturer Factory Installed Design Airflow Actual Airflow Design Outside Airflow Actual Outside Airflow O/A Damper Position RTU -02 /Supply Fan Actual RPM Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 Test Data 4000 CFM 4195 CFM 800 CFM 825 CFM 20 (6.4 Volts) % 775 RPM 206 Volts 207 Volts 206 Volts 5.4 Amps 6.8 Amps 6.0 Amps DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/15/2019 Motor Data I RTU -02 /Supply Fan S Data Motor Manufacturer Marathon Motor Frame 56HZ Motor HP 2.4 BHP @ 60 HZ HP Motor RPM 1670 RPM Motor Rated Volts 208-230/460 Volts Motor Phase 3 Motor FL Amps 6.7-6.6/3.3 Amps Motor Service Factor 1.15 Log: RTU -02 /Supply Fan 7/5/2019 Gabe Martinez Motor operating at FLA. United Test and Balance Page 2 of 15 S Data RTU -02 /Supply Fan 0.5 in. we Motor Sheave Model VL44 Motor Sheave Bore 5/8 in. Fan Sheave Model AFD74 Fan Sheave Bore 1" in. Number of Belts 1 Belt Size A48 Log: RTU -02 /Supply Fan 7/5/2019 Gabe Martinez Motor operating at FLA. United Test and Balance Page 2 of 15 Test Pressures Design ESP 0.5 in. we Final Filter SP In -0.47 in. we Final Filter SP Out No Access in. we DX Cooling SP In No Access in. we DX Cooling SP Out -0.80 in. we Fan SP In -0.80 in. we Fan SP Out No Access in. we Heating SP In No Access in. we Heating SP Out +0.15 in. we Log: RTU -02 /Supply Fan 7/5/2019 Gabe Martinez Motor operating at FLA. United Test and Balance Page 2 of 15 Roof Top Unit PROJECT: Pierogies Factory LOCATION: Wheatridge, CO PROJECT #: 19-1983 RTU -02 Supply Outlet Summary United Test and Balance 14142 Denver We t Parkwa} Suite 245 Lakewood. CO 80401 Office: .303,597,4185 DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill United Test and Balance Page 3 of 15 att Pre .I" . . A*ffbw Outlet -01 SD 150 70 47 140 93 Outlet -02 SD 400 450 113 435 109 Outlet -03 SD 400 430 108 430 108 Outlet -04 SD 150 130 87 140 93 Outlet -05 SD 150 125 83 150 100 Outlet -06 SD 400 445 111 415 104 Outlet -07 SD 400 435 109 435 109 Outlet -08 SD 400 430 108 430 108 Outlet -09 SD 400 450 113 425 106 Outlet -10 SD 400 435 109 435 109 Outlet -11 SD 150 130 87 145 97 Outlet -12 SD 150 125 83 155 103 Outlet -13 SD 150 120 80 160 107 Outlet -14 SD 150 120 80 150 100 Outlet -15 SD 150 135 90 150 100 Tota*: - 4000 4030 101 4195 105 United Test and Balance Page 3 of 15 Fan Unit PROJECT: Pierogies Factory LOCATION: Wheatridge, CO PROJECT #: 19-1983 SYSTEM/UNIT: EF -01 (Hood) U01t vatA Fan Manufacturer Greenheck Fan Model Number CUBE-002HP-7-G Fan Serial Number 15836815 United Test and Balance 14142 Denver West Parkway Suite 245 Lakew"Gd, CO 80401 Office: 303.547.4181 EF -01 (Hood) Exhaust Inlet Summary DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/9/2019 Motor Manufacturer T� Design Airflow 2405 CFM Actual Airflow 2580 CFM Actual RPM 635 RPM Motor Volts T1-T2 118 Volts Motor Amps T1 5.2 Amps Suction SP No Access in. we Discharge SP Atmosphere in. we Design ESP 0.75 in. we EF -01 (Hood) Exhaust Inlet Summary DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/9/2019 Motor Manufacturer Marathon Motor Frame 56 Motor HP 3/4 HP Motor RPM 1725 RPM Motor Rated Volts 115/208/230 Volts Motor Phase 1 Motor FL Amps 11.0/5.4-5.5 Amps Motor Service Factor 1.15 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Finai Airflow % Final Diff. Hood' Hood 2405 2580 107 2580 107 Totals: - 2405 2580 107 2580 107 Log: -01 (Hood)/Hood 7/9!2019 Martin Boma Dimensions: 126" x 10" AK: 8.75 Sq. Ft. Final Avg. Velocity: 295 FPM Final CFM: 2,580 United Test and Balance Page 4 of 15 Sheave Data Motor Sheave Model VP34 Motor Sheave Bore 5/8 in. Fan Sheave Model AK74 Fan Sheave Bore 1" in. Number of Belts 1 Belt Size AP30 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Finai Airflow % Final Diff. Hood' Hood 2405 2580 107 2580 107 Totals: - 2405 2580 107 2580 107 Log: -01 (Hood)/Hood 7/9!2019 Martin Boma Dimensions: 126" x 10" AK: 8.75 Sq. Ft. Final Avg. Velocity: 295 FPM Final CFM: 2,580 United Test and Balance Page 4 of 15 Fan Unit PROJECT: Pierogies Factory LOCATION: Wheatridge, CO PROJECT #: 19-1983 SYSTEM/UNIT: EF -02 (Dishwasher) Unit Data Fan Manufacturer Greenheck Fan Model Number QUE-095-VG-G-X Fan Serial Number 15836822 Starter Data Starter Manufacturer Thermally Protected United Test and Balance W142 Denver Wem Parkway Suite 245 Lateew"od. Co 8040t Office: 103.597.41 R5 DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/9/2019 Test Data Design Airflow 400 CFM Actual Airflow 415 CFM Actual RPM D -D RPM Motor Volts T1-T2 118 Volts Motor Amps T1 0.9 Amps Suction SP No Access in. we Discharge SP Atmosphere in. we Design ESP 0.3 in. we DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 7/9/2019 Sheave Data Motor Sheave Model Speed Controller Log: EF -02 (Dishwasher) 7/15/2019 Martin Boma Final Readings Recorded With Speed Controller Set To 6. EF -02 (Dishwasher) Exhaust Inlet Summary System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow I % Final Diff. Hood Hood 400 880 220 415 104 Totals: - 400 880 220 415 1104 SYSTEM/UNIT: EF -03-01 Rotor Data Motor Manufacturer Varigreen Motor HP 1/6 HP Motor RPM 350-1750 RPM Motor Rated Volts 115/230/277 Volts Motor Phase 1 Motor FL Amps 2.3/.1/1.2 Amps Motor Service Factor 1.0 Sheave Data Motor Sheave Model Speed Controller Log: EF -02 (Dishwasher) 7/15/2019 Martin Boma Final Readings Recorded With Speed Controller Set To 6. EF -02 (Dishwasher) Exhaust Inlet Summary System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow I % Final Diff. Hood Hood 400 880 220 415 104 Totals: - 400 880 220 415 1104 SYSTEM/UNIT: EF -03-01 EF -03-01 Exhaust Inlet Summary Tested By: Gabe Martinez Date: 7/5/2019 Unit Data Fan Manufacturer Greenheck Fan Model Number SP -110 -VG -OD Motor Phase Test Data Design Airflow 100 CFM Motor Volts T1-T2 117 Volts Motor Amps T1 0.20 Amps Design ESP 0.3 in. we EF -03-01 Exhaust Inlet Summary Tested By: Gabe Martinez Date: 7/5/2019 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Total Total 100 60 60 105 105 Totals: 100 60 60 105 105 United Test and Balance Page 5 of 15 Motor Data Motor Manufacturer Taken from unit tag Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.30 Amps Motor Service Factor 1.00 Sheave Data Motor Sheave Model Direct Drive System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Total Total 100 60 60 105 105 Totals: 100 60 60 105 105 United Test and Balance Page 5 of 15 Fan Unit PROJECT: Pierogies Factory LOCATION: Wheatridge, CO PROJECT #: 19-1983 SYSTEM/UNIT: EF -03-02 United Test and Balance 14142 Denver West Parkway Suite 245 Lakewo W , CO 8044 I Office: 303.547.419s EF -03-02 Exhaust Inlet Summary DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Gabe Martinez Date: 7/5/2019 Unit Data Fan Manufacturer Greenheck Fan Model Number SP-110-VG-QD Motor Phase Test Data Design Airflow 100 CFM Motor Volts T1-T2 121 Volts Motor Amps T1 0.10 Amps Design ESP 0.3 in. we EF -03-02 Exhaust Inlet Summary DATE: 7/17/2019 CONTACT: Jeremy Merrill AUTHOR: Jeremy Merrill Tested By: Gabe Martinez Date: 7/5/2019 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow I % Final Diff. Total Total 100 140 140 110 110 Totals: - 100 140 140 110 110 SYSTEM/UNIT: EF -03-03 Motor Data Motor Manufacturer Taken from unit tag Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.30 Amps Motor Service Factor 1.00 Motor Amps T1 Sheave Data Motor Sheave Model Direct Drive System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow I % Final Diff. Total Total 100 140 140 110 110 Totals: - 100 140 140 110 110 SYSTEM/UNIT: EF -03-03 EF -03-03 Exhaust Inlet Summary Tested By: Gabe Martinez Date: 7/5/2019 Unit Data Fan Manufacturer Greenheck Fan Model Number SP-110-VG-QD Motor Phase Test Data Design Airflow 100 CFM Motor Volts T1-T2 118 Volts Motor Amps T1 0.20 Amps Design ESP 0.3 in. we EF -03-03 Exhaust Inlet Summary Tested By: Gabe Martinez Date: 7/5/2019 System/Unit inlet Type Design Airflow IPrelim Airflow %Prelim Diff. Final Airflow I % Final Diff. Total Total 100 55 155 110 110 Totals: - 100 55 155 110 110 United Test and Balance Page 6 of 15 Motor Data Motor Manufacturer Taken from unit tag Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.30 Amps Motor Service Factor 1.00 Sheave Data Motor Sheave Model Direct Drive System/Unit inlet Type Design Airflow IPrelim Airflow %Prelim Diff. Final Airflow I % Final Diff. 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OA DAMPER AT RTU -1 SHALL BE AT MAKE UP AIR POSITION. RTU -1 COOLING SHALL BE STAGED WITH ECONOMIZER TO MEET ROOM TEMPERATURE SET POINT, 75'F (ADJ), HEATING SHALL BE MODULATED WITH DISCHARGE AIR RESET TO MEET ROOM TEMPERATURE SET POINT. 70'F (ADJ.) EF -1 EXHAUST FAN SHALL BE INTERLOCKED WITH W1ZHEN HOOD FAN SHALL BE NORNAALLY OFF. WFIEN HOOD IS ACTIVATED. EXHAUST FAN SHALL BE ON. 2 -POSITION DAMPER SHALL BE CLOSED WHEN FAN IS OFF HOOD CONTROL PANEL SHALL BE CAPABLE OF EF -1 CONTROL EF -2 EXHAUST FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. RTU -2 SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OUTSIDE AIR DAMPER SHALL BE AT MINIMUM POSITION IN OCCUPIED MODE. COOLING SHALL BE STAGED WITH FULL ECONOMIZER TO MEET ROOM SET POINT, 75'F (ADJ.). HEATING SHALL BE STAGED TO MEET ROOM SET POINT, 70-F (ADJ.) RETURN DUCT SMOKE DETECTORS ACTIVATION SHALL SHUT DOWN RESPECTIVE RTU. EF -3 IN RESTROOMS AND JANITOR'S CLOSET SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. UNOCCUPIED MODE RTU -1 AND RTU -2 SHALL BE NORMALLY OFF AND OA DAMPERS IOSED CYCLE ON AND HEATING CTR COOLING SHALL BE ENABLED AND MODULATED IN ORDER TO MEET ROOM TEMPERATURE SET POINT OF 60 DEG F (WINTER, AOJ.) OR 80 DEG. F (SUMMER, ADJ.) CONTROLLER FOR EACH UNIT SHALL BE CAPABLE OF MORNING COOL DOWN AND WARM UP SCHEDULE. (CONS ANVOLUME ROOFTOP AIR HANDLER S� HEDU�E r O�(j �. c c'r' �:/NAT. T - PATTERN I ACCESSORIES FINISH MODEL NUMBER REMARKS PREMIUM AIR SYSTEMSIBFC156.51-22K CEILING SUPPLY DIFFUSER 1 ROUND MVD BY ARCH. PRICEACD SEE DRAWINGS FOR NECK SIZE t RETtE7CH DIFFUSER SUPPLY AIR FAN COOLING CYCLE PRICE -PDDR HEATING CYCLE i PERFORATED FACE DIFFUSER ! ADJ O.B.D. I PRICE -PDS I HZ j 80 2 3 5 6 SIDE WALL t CEILING RETURN; TRANSFER GRILLE FIXED i OBD BY ARCH. ' 'CfMMIN SEE PLANS FOR SIZES C) LOUVERED SUPPLY GRILLE ADJ I O.B.D BY ARCH. PRICE -540S CFM _ i = ' SENSIBLE CAP UNG (MBH) TOTAL j ENT AIR GING TEMP. (F) CAP. (MBH} LEAV. AIR TEMP. (F) a n m MBH � ¢ � a > o ITEM LOCATIOW SERVICE MAKE TONNAGE VOLT1 CUIT PHASE AMPS VER - CURRENT PROTECTON I IEER MAXB WIT OVERALL O MENSIONS NOTES ry - a BHP ho 9-O W? D8 WB DB W$ Sd�' Iy i ? OW w �� 3 SP -110 -VG AMPS OPERATED BY (:I) PROVIDE 2 -POSITION AUTOMATIC CE) PROVIDE BACKDRAFT DAMPER, PROGRAMMABLE 24,7 TIME DAMPER- AMPERLOCK. LOCK. INTERLOCK WITH KITCHEN HOOD 1 2 3 5 6 X 7 9 10 11 1213 t1 ROOF! CARRIER748HCI1 i0 4254 2400 0.5 3 HP 127.8 127.8 85.7 62.4 51.9 50.9 95 315.0 191.5 28.0 79.5 208.+3 y 54 60 13A 20DO 1161 x 64"W x 58'H I t KLT� E ' ~ _ 1 2 3 4 7_ 8 9 10 11 12 1 14 ROOF/ CARRIEPJ48TC09� 8.5 4000 8W 0.5 3 HP 87.7 93.fi 79.4 63.0 54,8 54.8 195 180 118.4 55.0 87.9 2�/3 bt SO` 13 0 1100 88'L x60"W x 50'H DINING y BELT DRIVE MEDIUM STATIC SUPPLY FAN 6 HIGH HEAT TWO STAGE GAS HEAT WITH STAINLESS STEEL 11 PROVIDE 14° ROOF CURB. HEAT EXCHANGER PROVIDE 2' MERV 8 FILTERS. 12 CONDENSATE DRAIN KIT DRAIN PAN 7 : RETURN AIR SMOKE DUCT DETECTOR INTERLOCKED WITH FURNISH 0-100% INTEGRATED DRY BULB VERTICAL UNIT CONTROLS. COORDINATE WITH FIRE ALARM. 13 FURNISH WITH ETL OR UL LISTED ECONOMIZER WITH BAROMETRIC RELIEF NON-FUSED DISCONNECT SWITCH. HIGH HEAT TWO STAGE GAS HEAT. C TWO STAGE COOLING. 14- UN -POWERED CONVENIENCE OUTLET TO { 24 HOUR 7 DAYS A WEEK PROGRAMMABLE THERMOSTAT. BE WIRED ON SEPARATE CIRCUIT BY C C THREE STAGE COOLING ELECTRICAL CONTRACTOR. 10 PROVIDE COIL HAIL GUARDS + SELECTIONS AT 5331 FT ELEVATION -VAICON Tr<'OL N' _ RTU -1 KITCHEN SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS WITH OVERRIDE CAPABILITIES, j WHENEVER KITCHEN HOOD EXHAUST FAN EF -1 IS ON. OA DAMPER AT RTU -1 SHALL BE AT MAKE UP AIR POSITION. RTU -1 COOLING SHALL BE STAGED WITH ECONOMIZER TO MEET ROOM TEMPERATURE SET POINT, 75'F (ADJ), HEATING SHALL BE MODULATED WITH DISCHARGE AIR RESET TO MEET ROOM TEMPERATURE SET POINT. 70'F (ADJ.) EF -1 EXHAUST FAN SHALL BE INTERLOCKED WITH W1ZHEN HOOD FAN SHALL BE NORNAALLY OFF. WFIEN HOOD IS ACTIVATED. EXHAUST FAN SHALL BE ON. 2 -POSITION DAMPER SHALL BE CLOSED WHEN FAN IS OFF HOOD CONTROL PANEL SHALL BE CAPABLE OF EF -1 CONTROL EF -2 EXHAUST FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. RTU -2 SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OUTSIDE AIR DAMPER SHALL BE AT MINIMUM POSITION IN OCCUPIED MODE. COOLING SHALL BE STAGED WITH FULL ECONOMIZER TO MEET ROOM SET POINT, 75'F (ADJ.). HEATING SHALL BE STAGED TO MEET ROOM SET POINT, 70-F (ADJ.) RETURN DUCT SMOKE DETECTORS ACTIVATION SHALL SHUT DOWN RESPECTIVE RTU. EF -3 IN RESTROOMS AND JANITOR'S CLOSET SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. UNOCCUPIED MODE RTU -1 AND RTU -2 SHALL BE NORMALLY OFF AND OA DAMPERS IOSED CYCLE ON AND HEATING CTR COOLING SHALL BE ENABLED AND MODULATED IN ORDER TO MEET ROOM TEMPERATURE SET POINT OF 60 DEG F (WINTER, AOJ.) OR 80 DEG. F (SUMMER, ADJ.) CONTROLLER FOR EACH UNIT SHALL BE CAPABLE OF MORNING COOL DOWN AND WARM UP SCHEDULE. DiFI USER, AND LOUVER SCHEDULE SYMBOLI USE - PATTERN I ACCESSORIES FINISH MODEL NUMBER REMARKS PREMIUM AIR SYSTEMSIBFC156.51-22K CEILING SUPPLY DIFFUSER 1 ROUND MVD BY ARCH. PRICEACD SEE DRAWINGS FOR NECK SIZE t RETtE7CH DIFFUSER FIXEDO.Bb. ) BY ARCH. PRICE -PDDR 24x24 MODULE NECK SIZE ON DRAWING MODEL PERFORATED FACE DIFFUSER ! ADJ O.B.D. BY ARCH. PRICE -PDS 24x24 MODULE NECK SIZE ON DRAWING HZ j 80 2 3 5 6 SIDE WALL t CEILING RETURN; TRANSFER GRILLE FIXED i OBD BY ARCH. PRICE -80 SEE PLANS FOR SIZES C) LOUVERED SUPPLY GRILLE ADJ I O.B.D BY ARCH. PRICE -540S FACE SIZE VARIES EF GREENHEGKJ E i 0.15 960 - 115 1 2 3 a I 1 CUE -095 -VG GENERAL KITCHEN NOTES ? PROVIDE OPPOSED BLADE DAMPERS ON ALL GRO'S WHERE DAMPERS IN THE BRANCHED DUCTWORK ARE NOT INDICATED ON THE PLANS. 2 PLENUM RETURN GRD'S DO NOT REQUIRE DAMPERS ' GRD EQUIVALENT. TITUS, KRUEGER_ METAL-AIRE. NAILOR -VAICON Tr<'OL N' _ RTU -1 KITCHEN SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS WITH OVERRIDE CAPABILITIES, j WHENEVER KITCHEN HOOD EXHAUST FAN EF -1 IS ON. OA DAMPER AT RTU -1 SHALL BE AT MAKE UP AIR POSITION. RTU -1 COOLING SHALL BE STAGED WITH ECONOMIZER TO MEET ROOM TEMPERATURE SET POINT, 75'F (ADJ), HEATING SHALL BE MODULATED WITH DISCHARGE AIR RESET TO MEET ROOM TEMPERATURE SET POINT. 70'F (ADJ.) EF -1 EXHAUST FAN SHALL BE INTERLOCKED WITH W1ZHEN HOOD FAN SHALL BE NORNAALLY OFF. WFIEN HOOD IS ACTIVATED. EXHAUST FAN SHALL BE ON. 2 -POSITION DAMPER SHALL BE CLOSED WHEN FAN IS OFF HOOD CONTROL PANEL SHALL BE CAPABLE OF EF -1 CONTROL EF -2 EXHAUST FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. RTU -2 SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OUTSIDE AIR DAMPER SHALL BE AT MINIMUM POSITION IN OCCUPIED MODE. COOLING SHALL BE STAGED WITH FULL ECONOMIZER TO MEET ROOM SET POINT, 75'F (ADJ.). HEATING SHALL BE STAGED TO MEET ROOM SET POINT, 70-F (ADJ.) RETURN DUCT SMOKE DETECTORS ACTIVATION SHALL SHUT DOWN RESPECTIVE RTU. EF -3 IN RESTROOMS AND JANITOR'S CLOSET SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. UNOCCUPIED MODE RTU -1 AND RTU -2 SHALL BE NORMALLY OFF AND OA DAMPERS IOSED CYCLE ON AND HEATING CTR COOLING SHALL BE ENABLED AND MODULATED IN ORDER TO MEET ROOM TEMPERATURE SET POINT OF 60 DEG F (WINTER, AOJ.) OR 80 DEG. F (SUMMER, ADJ.) CONTROLLER FOR EACH UNIT SHALL BE CAPABLE OF MORNING COOL DOWN AND WARM UP SCHEDULE. AUTHENTIC ARCHITECTURAL TUR.AL LLC. +.896 S Hut ftk t St. SW Denv Catoredo 802 Tel 720 339 6785 Faz303 900 5053 z..,V.ppVtroPnai com zaotpozsco. LL 0 m o VZ 0Qa D W m M 0 �U) �W>°' 0 O 1L W(�coo i F_ W Z 1-L1 O uL n0 Wc� H Z '('.``� o Lu Q LL SEAL R�JlSWM< 03-W2ote CHECKS DATE 6Y ot-22.2oi5 oawaw PROJECr 20194-F Tint: MECHANICAL SCHEDULES DWO FILEBUILDING "E SHEET N9' MO.2 EXHAUST FAN SCHEDULE LOCATION/ CFM DIM. (IN.) DUCT CONN, NOTES MODEL I SERVICE L x D x H QTY.! DIM -(IN.) (E) KH -1 PREMIUM AIR SYSTEMSIBFC156.51-22K ELEC DATA I TAG i MANUFACTURER/ LOCATION/ CFM IESP FAN RPM NOTES NEW UL LISTED ANSUL FIRE SUPPRESSION MODEL SERVICE I s 0.75 732 I HP 314 VOLT PH 306 1 HZ j 80 2 3 5 6 E�F ,3 GREENHECK/ ROOF/ 2405 { 1 CUBE-220HP KITCHEN HOOD AND FRONT. SUPPRESSION INTERLOCK, UL LISTED, Q COORDINATE WITH ARCHITECTIOWNER AUTOMATIC INTERLOCK FOR HOOD EXHAUST EF GREENHEGKJ ROOF! 400 0.15 960 116 115 1 2 3 a 1 CUE -095 -VG GENERAL KITCHEN ry - G1i C�tT 100 I 0.3 940 18 WATTS 115 t 60� 3 SP -110 -VG &JANtTOR OPERATED BY (:I) PROVIDE 2 -POSITION AUTOMATIC CE) PROVIDE BACKDRAFT DAMPER, PROGRAMMABLE 24,7 TIME DAMPER- AMPERLOCK. LOCK. INTERLOCK WITH KITCHEN HOOD PROVIDE ROOF CURB. THROUGH HOOD CONTROL PANEL. PROVIDE FACTORY INSTALLED C:6:7, UL 762 FOR RESTAURANT EXHAUST. DISCONNECT SWITCH INCLUDE HIGH TEMP CURB AND GREASE TRAP. *OR APPROVED EQUIVALENT AUTHENTIC ARCHITECTURAL TUR.AL LLC. +.896 S Hut ftk t St. SW Denv Catoredo 802 Tel 720 339 6785 Faz303 900 5053 z..,V.ppVtroPnai com zaotpozsco. LL 0 m o VZ 0Qa D W m M 0 �U) �W>°' 0 O 1L W(�coo i F_ W Z 1-L1 O uL n0 Wc� H Z '('.``� o Lu Q LL SEAL R�JlSWM< 03-W2ote CHECKS DATE 6Y ot-22.2oi5 oawaw PROJECr 20194-F Tint: MECHANICAL SCHEDULES DWO FILEBUILDING "E SHEET N9' MO.2 TAG ( MANUFACTURER/ i LOCATION/ CFM DIM. (IN.) DUCT CONN, NOTES MODEL I SERVICE L x D x H QTY.! DIM -(IN.) (E) KH -1 PREMIUM AIR SYSTEMSIBFC156.51-22K COOK LINE 2405 156 x 51 x 24 I 2171x1 i(VERIFY) ALL APPLY I OWNER FURNISHED, CONTRACTOR (J� NEW UL LISTED ANSUL FIRE SUPPRESSION " 8� CONTROL SHALL INCLUDE RTU -1 DAMPER INSTALLED. UL GREASE FILTERS SYSTEM: EQUAL TO ANSUL R-102. INTERLOCK, SEE HVAC CONTROL NOTES_ ARE INCLUDED. NEW REMOTE MOUNTED HOOD CONTROL Q::) COORDINATE WITH ELECTRICAL FOR a_> HOOD SHALL OVERHANG COOKING PANEL. PRE-ENGINEERED PACKAGE POWER REQUIREMENTS. EQUIPMENT 6- (MIN.) LEFT, RIGHT, INCLUDES SINGLE POINT CONNECTION, FIRE AND FRONT. SUPPRESSION INTERLOCK, UL LISTED, Q COORDINATE WITH ARCHITECTIOWNER AUTOMATIC INTERLOCK FOR HOOD EXHAUST FOR PANEL LOCATION. CFM IS BASED ON 185 CFM PER LF FAN: FAN MOTOR STARTERS, LIGHT AND FAN FOR COOKING TEMPS AT 400'F OR SWITCHES, EQUAL TO ACCUREX XFCC. LESS. AUTHENTIC ARCHITECTURAL TUR.AL LLC. +.896 S Hut ftk t St. SW Denv Catoredo 802 Tel 720 339 6785 Faz303 900 5053 z..,V.ppVtroPnai com zaotpozsco. LL 0 m o VZ 0Qa D W m M 0 �U) �W>°' 0 O 1L W(�coo i F_ W Z 1-L1 O uL n0 Wc� H Z '('.``� o Lu Q LL SEAL R�JlSWM< 03-W2ote CHECKS DATE 6Y ot-22.2oi5 oawaw PROJECr 20194-F Tint: MECHANICAL SCHEDULES DWO FILEBUILDING "E SHEET N9' MO.2 11 p.xaii 1tiU- return etr.i�•± ROOF LINE BAR FOOT TYP. 411` TOP OF DUCT TIGHT TO 18' M.ximum BOTTOM OF BAR JOIST TYP. 30' T -Bur CEiUNG UNE 108" DETAIL KITCHEN WITH TSAR C£ILINt1 C uQa vaovlDED Nvom lss° . // 18' s li t013" s 33" TAPER t-'-- .. ;..i tan -!2i t C, .ry ; {6081 $R(�t'� S /' ;112•/' _ -�-�- ?12 r Y,+ P 12 a 12 t47ssr with er�A i a rap w 10. 10 -h... 2' 38.14 40.18 iHr uq 1688) 12" 2 (602) f s 1 EE 3 .. LONG SIDE 12" or less Route duct Work as L.. 1.( 13" - 18" high as possible, EF -3, typ.(3)=6' UP - 3/4. 1 S/8. VA +� 6" minus plus TO LACY, STORM COLLAR 8i 1 /� Sup.r�­.d to r 24-0 SCREENED CAP (100}fACN F a bar}o (D R_ru:.l. i? v m „ 1.,—38x18 p 36 x 20✓ # Cable lock assembly, typ. pn 39 314 v 15 return m 10 c.ntars D'1411.9h,41 SpCport hangars air *tsar up�aR £374 ; p.xaii 1tiU- return etr.i�•± ROOF LINE BAR FOOT TYP. 411` TOP OF DUCT TIGHT TO 18' M.ximum BOTTOM OF BAR JOIST TYP. 30' T -Bur CEiUNG UNE 108" DETAIL KITCHEN WITH TSAR C£ILINt1 C uQa vaovlDED Nvom lss° . // 18' s li t013" s 33" TAPER t-'-- .. ;..i tan -!2i t C, .ry ; {6081 $R(�t'� S /' ;112•/' _ -�-�- ?12 r Y,+ P 12 a 12 t47ssr with er�A i a rap w 10. 10 -h... 2' 38.14 40.18 iHr uq 1688) 12" 2 (602) f s 1 DUCT TRANSVERSE CONNECTORS .. LONG SIDE 12" or less '38xli L.. 1.( 13" - 18" Standing D4ock 24 ga. S•lock 2 } Standing D -lock 30 i 1 ISM) StandingS,-lock 24 (D R_ru:.l. „ 1.,—38x18 p 36 x 20✓ 3 a {4MI m i0 0 .w Spiral hangers typ. minimum 10'centers i} 10 f IIIII� '�,f All elbows typ. to have safety straps 11/2" x 24 ga. neatly installed. +7x1: �_nx5 N MECHANICAL FLOOR PLAN SOALE tr4'= r 40 x 38 48.14 42.29 (2) LAYERS 3M FIRE WRAP /,13" • 13" WOOD TAP IlyP. t21 18.14 7 1B a li ..haunt - rise. up (609) \iF+08 T✓ (608) -Duct hangers typ. minimum S' centers - , 48 s 141/2 *'.turn .0 r'sar up F 32 . 29 wppty .Ir n»r up A. MAXIMUM FLEX LENGTH = S', minimum R-6 SHEET NOTES (1) EQUIPMENT IQ. LOCATED ON ROOF RE k0CF PLAN OOROINATE LOCATION WITH {Ei STRUCTURE TO AVOID CONF C:T WITH j(ASTS OWNER FURNISHED t-ONTRAC OR !NSTAl.L-ED KITCHEN HOOD REFER TO K ICHEN HOC)CJ EQUIPMENT SCHEDULE FOR MORE INFORMAT ION (D CONNECT GREASE DUCT TO HOOD EXHAUST CONNECTIONS I i I" X 1 T'. VERIFY) ROUTE GREASE EXHAUST UP THROUGH ROOF TO EXHAUST FAN PROVIDE FIRE WRAP FOR GREASE DUCT SYSTEM RE DETAILS FOtiR �4PPL, r 171 f F ` F R-aq EAR KI ICHEN HOOD SHALL. BE Pt RF+ORATEC, FACE INC NECK IRANSITQtj- UQ Ti V • PROVIDE BOX T VPF PLENUM WITH SIDE SUPPLY FOR i.0 IN V-E.LOrITY AIRFLOW CONTRACTOR TO PROVIDE CONCENTRIC KIT TO INSTALL WATER HEATER F,_LJFGENT PER 1:tA.NUF ACT;,j RER5'Nv TALL ATtt INSTRUCTION BY PLUMB£p. GENERAL NOTES S ROUTE DUCTWORK AS HIGH AS P�D$SiBLE a. COORDINA,EtC:rC.AT1UhiSi F 011'T'US.ERS 'rbiTH L iGHTS AN£1 7 'I"Fq Ell, ING MOUNTEC' EQUIPMENT FINALz E: C'AT.[;NS TO BE APPP" 'otErRv ARC:WTECT AN0,0k O'WNEP. ? BAI_AN E T+FFL, SERS IN KIT ;�it' N f•RE A. tri PROVIDE MINIMUM t;/RR;A E'd*,F TE ALL V0r4.K'rY1 T H i,, rC AND VERIFY WilH BASE FINAL LC1GAl ION FDR R00" EC}UtPMEN 5 f iNAt. L.CX.:f,.TIONS ToE RF,p., -5TATS TO RE APPROVED B'° k'*CHITErT ANDr,OR?'AVER E GAsN7 EY,PCISED UUC.TN'CIRK rE.R ARC-+ 1/4 s 29 TO 32 v 29 TAPPER ANVAS 29 DETAH. RTU -1 SUPPLYAIR &98 49 3/8. 14 1J2 TO 48. 14 I12 TAPPER 4NVAS . 14 1/2 w 0 IIII-NIR �.NCMttTi;i"Lt �R A Itz 4 r'-jx k1' !�st Sm wa .®i r�rmc bi17 wNw rFtat i p� zW 1J9 OrBA ra. 31?3 3tF 565':. ip�SY m&1 i:�'r x vu 3-28.19 fEtlb AiCU9AT2 0441-19'R LANA,._. NAI4,000400 0. _.......- _ 0000. FIELD APPROVED .N&,1u94 b0.t'P By $Flt$ -PF FL" PLAN BURC)ING "A M1.1 DUCT TRANSVERSE CONNECTORS DUCE DIMENSIONS SHORT SIDE LONG SIDE 12" or less 24 ga. D -lock 24 ga, S4ock 13" - 18" Standing D4ock 24 ga. S•lock 19", 30" Standing D -lock 24 ga- 5 -lock 31" - 48" Standing D -lock StandingS,-lock SHEET NOTES (1) EQUIPMENT IQ. LOCATED ON ROOF RE k0CF PLAN OOROINATE LOCATION WITH {Ei STRUCTURE TO AVOID CONF C:T WITH j(ASTS OWNER FURNISHED t-ONTRAC OR !NSTAl.L-ED KITCHEN HOOD REFER TO K ICHEN HOC)CJ EQUIPMENT SCHEDULE FOR MORE INFORMAT ION (D CONNECT GREASE DUCT TO HOOD EXHAUST CONNECTIONS I i I" X 1 T'. 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RTU -1 SUPPLYAIR &98 49 3/8. 14 1J2 TO 48. 14 I12 TAPPER 4NVAS . 14 1/2 w 0 IIII-NIR �.NCMttTi;i"Lt �R A Itz 4 r'-jx k1' !�st Sm wa .®i r�rmc bi17 wNw rFtat i p� zW 1J9 OrBA ra. 31?3 3tF 565':. ip�SY m&1 i:�'r x vu 3-28.19 fEtlb AiCU9AT2 0441-19'R LANA,._. NAI4,000400 0. _.......- _ 0000. FIELD APPROVED .N&,1u94 b0.t'P By $Flt$ -PF FL" PLAN BURC)ING "A M1.1 sj EC002 O(M:10 100 AEXIIb IV-AHM e. ONI(iiins (]2:JVA-iinOS H1?10AAS(WAA 96JC AHOiOVA S3IPDOH31d HOJ 13GON32J 21012j31N1 MJN V is _3 H� -4n 2 zd j im T 7 51 w a sj _3 H� j im T 7 sj _3 H� S sj _3 H� iW- EE002 QCIV'60100'3001a IV3HM 1. .9.. ONI(nns MIVA31n09 HRJOMSCIVM SW it AJOiOVJ S-:319MEIld 2JOA 13GOVIMI HOIH31NI M3N V 4K yy IIN'M NI Min > E "A J j I o 'i. C Z 7F; 4K yy IIN'M NI Min 4K yy "A J j t i 'i. C ol CE008 OCIVbJMOO'30GPil IVAH ,,0.. DNic-iins (]2JVA3Pn08 HI?JOMSCIVP 6E Al JOIOVJ S31902]31d LO 0 13GOA3b 2JORJ31N1 M3N V got gh, RtH RtH , x - EMU O(Mio-l0o'3o418 IV31HM m . _ .9.. ONIOII(18 0?JVn3lflo8 H12JOMSOVM 96L£ �- �l2�Ol�t/� S�02 IJADId 210� 13QOAJ2J 2JOI2Jj1N1 M3N V' € ispc°x z_=? i Cn v i3wwg=y - casz� u 3?�' - ~ W WINzo w R: o i�x�y y tKIcs; y c- EFOOR » »emaa aVAA :mem _em;m *HOi0vj S]|SOH]|d 5Od 13UOR3w a01�J3INlM3N V ■� � &� §■q. \2 �� | § | \ ~ \ \ \ .�a . . cn2 §. / a C) \ � - ■& �� ;� \ )(() \) 2 ■E ■� � &� §■q. | § | ! ` — \ \ §. / a C) \ � - `| \ ._ 2 ■E w |§ ,# ! ` — \ \ � - g ._ 2 .5- , ƒ §j EEOOB OOV60100'3J0R1 1V3HM m .8 ONI011f18 021Vn31f108 H12fOMSOVM S6M - 5 Al ioiovA S31902131d 210 - a ro 1340W3d b01831N1 M3N V rev R 011 6 o a 1. es a W / U ivy = _ a � _J Q W z U H a w mae o�1.z ° _ o� Q LLn�o =i LLj `: r I o c'i vis rev R 011 6 July 11, 2019 Mike Gemeinhardt Northglenn Heating 10977 Irma Dr. Northglenn, CO 80233-3619 Re: Perogies Wheat Ridge, exhaust fan location Dear Mike, We are sending this letter as requested in order to finalize the project. JCAA does not take exception to the location of the kitchen hood exhaust fan termination which is a minimum of five feet from the parapet walls, and is a minimum of 40 inches above the roof, based on the following: Per IMC 2015 506.3.13.3, the fan termination can be less than 10 feet but at least 5 feet from the wall, and height of fan meets IMC 506.3.13.1. {IMC code commentary describes parallel or vertical flow as away from a wall.) Sincerely, Craig Nelson, PE Mechanical Department CAA �OADOC�C�. 55119 y�'o 2019.07.11 4100 Wadsworth Blvd. Wheat Ridge, CO 30033 p 303-985-3260 f 303 987-2304 e 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: (12 r" �a c Job Address: �+ r7 S'^' �� �l, �Jo I Permit Number: a)- o 1 G O U C y -n it ( f1 r V1 3r C r ❑ No one available for inspection: Time F'�1 �� AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Job Address: 7s'-1 e, Permit Number: f ,? Vy-\ ✓ V, I, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 t Date: ' Inspector: i ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L/03 F-^-.( Fite,+ i EM I Job Address: 3-� q 5 wk A vv,9YFln ovd -I l fib Permit Number: c 0 lq o a I C I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 rr� i Date: 7` / 0 H Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division f (303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ,Y Job Address: Permit Number:' f [ ❑ No one available for inspection: Ti Re -Inspection require&. s No When corrections have been made, call`hor re4nspection at 303-234-5933 Date:.:77 y d Inspectors. Y DO NOT REIViOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �52,in ❑ No one available for inspection Re -Inspection required: Ye (No__) When corrections have been made, call for re -inspection at 303 -234 - Date:— ?�i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE— Building IDGE"Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax _ f y INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Tir e� Pfw PM Re -Inspection required: Yes When corrections have been made, c fl,(or re-inspectionqV303-2W-5933 Ile Dat -- Inspector E DO NOT RE OVE THIS NOTICE i CITY OF WHEAT RIDGE w'=Building Inspec#i�h Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSP�TI�C N NOTICE Inspection Type: + 9 (`. Job Address:"? G G}-_7_? Permit Number: ;2 -C -n i /cam toJ A%L/--- ❑ No one available for inspection: Tim AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -6--, / L • Z Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Remodel PERMIT - 201901004 PERMIT NO: 201901004 ISSUED: 06/06/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 102 EXPIRES: 06/05/2020 JOB DESCRIPTION:• Add demising wall to separate into two spaces - 944 sq ft total *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L GC (303)798-7111 MICHAEL D. MCKESSON 018448 FACILITIES CONTRACTING, INC. *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 60.68 63.00 93.35 217.03 3,000.00 *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. , f City of Wheat Ridge Commercial Remodel PERMIT - 201901004 PERMIT NO: 201901004 ISSUED: 06/06/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 102 EXPIRES: 06/05/2020 JOB DESCRIPTION: Add demising wall to separate into two spaces - 944 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorlized 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 pen -nit. I further attest that I am le all authorized to include all entities named within this document as parties to the work to be pp��d that all wo ormed is closed in this document and/or its' accompanying approved plans and specifications. Signature of OW?qER r CONTRACTOR (�le one) Date I. This permit was issued bas 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4_ No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of JJ Wh6atR CONAMUNiTy DEVELOPMFNT Building & Inspection Services 7500 W. 29m Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(c�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ( 1 6 1 Plan/Permit # iO�a O r%1 Plan Review Feer //►� �( Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3795 Wadsworth Blvd. Wheat Ridge, CO s� * 102 Property Owner (please print): Quadrant Properties Phone: 303.807.5771 Property Owner Email: bturner@quadrantcolorado.com Tenant Name (Commercial Projects Only) Pizza Hut Property Owner Mailing Address: (if different than property address) Address: 981 SouthPark Dr City, State, Zip: Littleton, CO 80120 Architect/Engineer: Nama Partners, LLC Architect/Engineer E-mail: Contractor Name: N/A mike@np-architect.com Phone: 303.514.3434 City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: CONTACT NAME (please print): Mike Brettmann Phone: CONTACT EMAIL(p/ease print): 303.514.3434 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑x COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Add a demising wall to an existing building. Separating 2,569 SF into two spaces. One space at 1,244 SF and the other at 1,325 SF. Provided exiting for both spaces. New tenant to submit tenant finish plans for approval. Sq. Ft./LF IV BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: VB Occupancy Load: 45 Square Footage: 6,389 Project Value: (Contract value or the cost of all materials and labor included in the entire project) ONVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record, that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perforin 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) r / Signature (first and last name): _ f _ �� DATE: 05-15-19 Printed Name: Mike Brettmann ZONING COMMMENTS Reviewer BUILDING DEPA ENT OMME Si Reviewer: slnitq PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: V6 Building Division Valuation: I o� Kimberly Cook From: Mike Brettmann <mike@np-architect.com> Sent: Thursday, May 16, 2019 2:52 PM To: Kimberly Cook Subject: FW: Permit application accepted - West Metro Fire Protection District The fire department did email me this time stating that it is accepted. See below. They rejected it earlier because I didn't have a suite number. Mike Brettmann nama partners, llc Cell: 303.514.3434 From: NoReply@mobile-eyes.com <NoReply@mobile-eyes.com> Sent: Thursday, May 16, 2019 2:49 PM To: Mike Brettmann <mike@np-architect.com> Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Unknown at STE 102, 3795 Suite 102 Wadsworth Boulevard Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190516007 Description: Provide a new demising wall in existing building for future tenants Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 4-5 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. /01) Permit Application - Print Preview Addr/Street: 3795 Wadsworth blvd City/State: Wheat Ridge CO Zip Code: 34243 First Name: Bob Last Name: Turner Business Name: Quadrant Properies Phone: 3038075771 Phone AH: Cell Phone: Fax: Addr: 981 SouthPark Dr Suite: City/State: Littleton CO Zip Code: 80120 Email: bturner@quadrantcolorado.com rP gar %� Building: un -named structure Occupant: Vacant Suite: Property Use Type: Commercial Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 2,569.00 Cost: $3,000.00 Desc: Provide a new demising wall in existing building for future tenants Comments: West Metro Fire Protection Distrix;; 433 S. Allison Pkwy, Lakewood, CO 80226 Phone: 30 3.989,4307 tmetrofe.org WestICtl�l www.wes Fire Rescue Tenant Finish/Improvement Permit Application APPLICANT INFORMATION Company Name: Quadrant Properties Contact Person: Bob Turner Project Name/Tenant: Pizza Hut Demising wall Project Address (Include Suite #): 3795 Wadsworth Blvd. City: Wheat Ridge State: CO ZIP Code: Phone: 303.807.5771 Email: bturner@quadrantcolorado.com Design Professional (if applicable): Nama Partners, Mike Brettmann Phone: 303.514.3434 Email: mike@np-architect.com PR03ECT INFORMATION (CHECK ALL THAT APPLY) Occupancy ❑ A -❑ B ❑ E ❑ F-_ ❑ H Classification(s): ❑ 1 - _ ❑ M ❑ R -._ ❑ S__ ❑ u Type of Building: ❑ New Building IN Existing Building Fire Protection IS Fire 12 Fire Detection ❑ Standpipe ❑ Kitchen Hood ❑ Other: Systems to be Suppression System System Installed: - Design Standard: ❑ 2009 IFC 13 2012 IFC ❑ 2015 IFC ❑ 2018 IFC Square Footage of Project: 2,569 sf Description of Work/Scope of Work: Add a demising wall to interior of building SUBMITTAL INFORMATION REQUIRED (NOT AN ALL-INCLUSIVE LIST) IM Construction plans and documents shall be complete and of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail compliance with the applicable codes, standards and amendments. IM Electronic Plans to Scale - One Set Depicting Existing Conditions, Demolition Plan, and Proposed New Conditions lF Include Mechanical, Electrical & Plumbing Plans (MEP's) IM Written Scope of Work ED Full & Proper Code Analysis IM Life Safety/Egress & Exit Plan ":av_ the time o DEFFERED SUBMITTALS/PERMITS SHALL BE REQUIRED FOR THE FOLLOWING WORK Fire Detection Systems Fire Suppression Systems Underground Fire Line Access Control Systems Medical Gas Systems Kitchen Hood Suppression System Emergency Responder/ Radio Amplification Systems Photovoltaic/Solar Power Systems BY SIGNING BELOW, I CERTIFY THAT: I have thoroughly read and understand all information on this Permit Application and that all information supplied is true and correct to the best of my knowledge. I understand that Construction Pians and Documents shall be complete and of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail compliance with the applicable codes, standards and amendments. If this is not the case, my plans may be rejected and a re -submittal fee may be assessed. Review and approval by the Fire Code Official shall not relieve the applicant of the responsibility of compliance with applicable codes, standards and amendments. —Both "Corrected' and 'Revised- plans that are submitted for further review shall be placed bark in the queue in the order they were rea:eived. They will no longer be given preferenr-e. over newly submitted projects, Corrected and Revised plans could also be subject to additional fees," Signature of Applicant: �Date: 5-16-19 .--- Plan review comments and status regarding projects are available by logging in to your contractor portal at www.rnobile-eves.com PA Index.aSD?Submit=Lo o . Oct -18 N 0 p w r - m rr n a rr 0 n 0 ro ° °m (-] rr m R K r• tr' rn 0 �t-ha_ 0 o m n ° a Ea 0 H W Cr pi N o Ea M n r - m M w r- a r- ° W O ra ra r- 0 F, a O 0 a ro m 0 o rr � 0 m m 0 m maa a �m r rr 0 n m 1-3 03 H m IV (D H0 a � � rt H m LA O M m 0 O n �j- so O z C17 Y o CD CD It y C fD A m a M r 0 a 7 nw z to oao°a. y� O o <(p o x IZ eD oo w fft o I'D a (d c.�*O � o � aA �eD r Vi ^' A rL QQ A o fD O iL et 's Neb cm y h r a 'a cu CD A (D rF \ 00 � � N M p =m O a City BUSINESS LICENSE INSPECTION PERMIT NO. 201900715 BUSINESS NAME: Connectivity Source INSPECTION DAY/TIME Wed. May 21 St @ 10 am INSPECTION DAY/TIME 5 INSPECTION DAY/TIME IV, zq�--D ADDRESS: 3795 Wadsworth Blvd #104 CONTACT NAME: April 1385 SQ FT !% OCCUPANCY TYPE i OCCUPANCYLOAD CONSTRUCTION TYPE MrSPRINKLERED ❑ NOWSPRINKLERED 0� Date V, City of com.�. SUB -CONTRACTOR AUTHORIZATION FORM orm must +rare sour racic►r.. This form will not be accepted with wissiog Information. Subcontractor's City of Wheat ]Ridge License number most be provided to the appLivable apace- 5nbeobtract 's insurance nod license most be up to date prig t)o /p'er lt:sounoet. i'roject Ar3drea�s:crenit N: ' General t^oritractar. s-� f 11 i� t�C, LLC I Electrical Sub -Contractor — I Company Name; 56,. d J' Phone State I aceDM #. t' l `i 1 , _ Master fh__�OZ Wb eat Ridge License (required fele Sipatare of Autborered Agee #' Plumbing Sub-Contmctor Company Nillne Pb"t.* W%e2t R dge%lsenl qel!) � S gnxture of Authotrlzed Agent lime City of Wheat Ridge Commercial Sign PERMIT - 201901065 PERMIT NO: 201901065 ISSUED: 05/24/2019 JOB ADDRESS: 3795 Wadsworth Blvd EXPIRES: 05/23/2020 JOB DESCRIPTION: Commercial LED sign for Pierogies Factory and Gelaffle Cafe installed using several 3/8 inch toggle bolts per sign using a boom lift. Total square footage: 136.5 *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS L SUB (303)359-4216 RICO TOVAR 190094 DRC EMP13ROIDERY AND SIGNS SUB (720)435-3031 SLAWOMIR GOLABEV 080111 SG ELECTRIC/SERVICES *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Total Valuation 0.00 Plan Review Fee 50.38 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 169.88 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Sign PERMIT - 201901065 PERMIT NO: 201901065 ISSUED: 05/24/2019 JOB ADDRESS: 3795 Wadsworth Blvd EXPIRES: 05/23/2020 JOB DESCRIPTION: Commercial LED sign for Pierogies Factory and Gelaffle Cafe installed using several 3/8 inch toggle bolts per sign using a boom lift. Total square footage: 136.5 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pennit. 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 o>�ONTRACTOR ircle one) Date I. This permit was issued base on t e information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official andmay be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 gra f ng of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any a ble code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Aief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of `J`I heat j, d�c Cc�mnn��NriN DEVEt_��rt�nnt.NT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o-)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: 51:y/ Plan/Permit # '4 6 � 6-1-1, n/ 0 os— 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: 3795 Wadsworth Blvd. Unit 106 Property Owner (please print): Mike Reding Phone: 303-709-5106 Property Owner Email: mreding@quadrantcolorado.com Tenant (Commercial Projects Only) Jamie Boone Property Owner Mailing Address: (if different than property address) Address: 5564 S. Prince St. , State, Zip: Littleton, CO 80120 Architect/Engineer: Architect/Engineer E-mail: Contractor Name: DRC Embroidery & Sians LLC City of Wheat Ridge License #: 190094 Contractor E-mail Address:-drcembroidery@yahoo.com For Plan Review Questions & Comments (please print): Phone: Phone: 303-359-4216 CONTACT NAME (please print): Rigo Tovar Phone: 303-359-4216 CONTACT EMAIL(p/ease print): dreembroidery@yahoo.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 # V1 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. Wall Signs to be installed using several 3/8 inch toggle bolts per sign using a boom lift. No exsisting signage will be removed New size of sign is on drawings, all electrical will be connected by an electrician. '���r Sl2eS 1•�l� X IZ► Sq. FULF Amps BTUs Squares �-IcY0 '5 �I Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): _ Printed Name: Rlgo TOvar DEPARTMENT USE ONLY ZONING COMMMENTS:CCS l D M U -C S w j M C cmp U W -L k -kA r ir- Reviewer: 517-4i I I Ci MC SSFtr S► n Pte BUILDING Z;i NTS: Reviewer: ?m 1 of PUBLIC WORKS COMMENTS: Reviewer: DATE: 5/15/19 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 2I Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3795 Wadsworth Blvd. Unit 106 Contractor: DRC Embroidery & Signs LLC You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - 34 feet Wall 2 - 39 feet Wall 3 - 63.5 feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wali 1 allowable signage- 34 square feet Wall 2 allowable signage- 39 square feet Wall 3 allowable signage- 63.5 square feet Site Plan Both Signs are going to be attached on the sme Unit Number See Attached Files l L! in Shear Class 10 m. innola's Italian Market 101 9 C W 38th Ave SIGNSI c �a 1.)PII.0-,-1i ,;:lite 11 PO tr7 g Fq F� IVy2) 3 R r Chas 91 Fol 9 Dots :S ME wir i ss TELEVEN Wheal Ridge United Methodist Church 7 -Emir (Z taw 14, rm 1. r rnent Cirri Battista Design Group .► �. �,, � City of '� W hear 0ge COMMUNITY DLVIU1PMiNi 3795 Wadsworth Blvd, Wheat Ridge Co, 800 Revievred for Zoning Compliance by the Revle ed fc E City of Wheat Ridge Pilan�• Divisi" �- APPROVED a 9WL Plant 5xaminer IDATE: 5 I z� ► l � COMMEMS:�,�..Ss�:-)CLQ ,.IS tn mtr CCrnt�S o-kL-necxA (V) CSS t -C.(' � 1C) t-, �) 1 Q.>ti ROVED Aiance S1zg11q Date VaNkv of permN: The issuance of o permit or opprovai of plops spec,fkattons ondcomputowns shall not be o permit fo, or on opproval c/ I)rry wolotion to any of the provisions of the building code or of any City ordinunces. Permits presuming to give outhonty to violote or coma/ the prowslons of the AW&M coda or other ordinorim of the City share not be valid. This proof drawing is for customer review and approval before fabrication begins. DRC Embroidery will not be responsible for problems or discrepancies that could have been reasonably prevented by the proper review of this document. • The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. • Dedicated 120 Volt sign circuits with a ground wire to be provided within 6' of the display(s) by the customer. 0 Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. SIGNATURE DATE PRINTED NAME TITLE All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. E© COPYRIGHT This drawing, and all images therein, are the sole property of DRC Embroidery and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of DRC Embroidery DRC Embroidery 11426 E 116th Dr. Henderson, Co. 80640 Phone 303-698-3341 Drcembroidery@yahoo.com On - 1.4 .4 !f! 2' X 100.1 Frc,'uCA C. = 1-,� .5 , i F icu,. o -x:) 1 ��! a -A S i c'y �.: = 1 C,t-e_.l P, cp05'Q_,c:► - 1 Cs , $ S r t (c S ,= - 2,-Z . Ss F d[P-.ieroV 0 U-n)1'�v 2.67� c �t -` T- F L Frcm� r► 1 icwn U w CU I S, IU 01/UCCLI: Z 5� i 1 Prc�c5�� = IG Si - i4 PeK4L-- 1 " TRIM CAP BLACK 2' X 100.1 Frc,'uCA C. = 1-,� .5 , i F icu,. o -x:) 1 ��! a -A S i c'y �.: = 1 C,t-e_.l P, cp05'Q_,c:► - 1 Cs , $ S r t (c S ,= - 2,-Z . Ss F d[P-.ieroV 0 U-n)1'�v 2.67� c �t -` T- F L Frcm� r► 1 icwn U w CU I S, IU 01/UCCLI: Z 5� i 1 Prc�c5�� = IG Si - PROJECT TITLE 3795 WadsworthBlvd. This proof drawing is for customer review and approval before fabrication begins. DRC Embroidery will not be responsible for problems or discrepancies that could have been reasonably prevented by the proper review of this document. • The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. • Dedicated 120 Volt sign circuits with a ground wire to be provided within 6' of the display(s) by the customer. Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. SIGNATURE DATE P R I N T E D N A M E T I T L E All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. �© COlWYRIGHT 2017 This drawing, and all images therein, are the sole property of DRC Embroidery and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of DRC Embroidery 11426 E 116th Dr. Henderson, Co. 80640 Phone 303-698-3341 Drcembroidery@yahoo.com 5" ALUMINIUM LETTER RETURN 2 1 " TRIM CAP BLACK 3 ACRYLIC FACES 4 LED ILLUMINATION 5 14 AWG WIRE 6 114" DRAIN HOLES 7 3/8" TOGGLE BOLTS 8 PRIMARY ELECTRICAL SOURCE OUT TO ELECTRICIAN 9 WEATHER PROOF DISCONNECT SWITCH 10 POWER PACK HOUSING LED POWER PACK 22 GROUND WIRE PROJECT TITLE 3795 WadsworthBlvd. This proof drawing is for customer review and approval before fabrication begins. DRC Embroidery will not be responsible for problems or discrepancies that could have been reasonably prevented by the proper review of this document. • The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. • Dedicated 120 Volt sign circuits with a ground wire to be provided within 6' of the display(s) by the customer. Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. SIGNATURE DATE P R I N T E D N A M E T I T L E All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. �© COlWYRIGHT 2017 This drawing, and all images therein, are the sole property of DRC Embroidery and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of DRC Embroidery 11426 E 116th Dr. Henderson, Co. 80640 Phone 303-698-3341 Drcembroidery@yahoo.com 6.3 LiP x�U, Waal Sickrn P 53, Z;a� i ecr+A P; cpc'se T = �to � H S 1= i Poerogoes Factor 3795 WadsworthBlvd. This proof drawing is for customer review and approval before fabrication begins. DRC Embroidery will not be responsible for problems or discrepancies that could have been reasonably prevented by the proper review of this document. • The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. • Dedicated 120 Volt sign circuits with a ground wire to be provided within 6' of the display(s) by the customer. • Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. S I G N A T U R E D A T E PRINTED NAME TITLE All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. �® COPYRIGHT This drawing, and all images therein, are the sole property of DRC Embroidery and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of DRC Embroidery 11426 E 116`h Dr. Henderson, Co. 80640 Phone 303-698-3341 Drcembroidery@yahoo.com i 5" ALUMINIUM LETTER RETURN 2 ]"TRIM CAP BLACK 3 ACRYLIC FACES LF LED ILLUMINATION 5 14 AWG WIRE 6 114" DRAIN HOLES 7 3/8" TOGGLE BOLTS 8 PRIMARY ELECTRICAL SOURCE OUT TO ELECTRICIAN 9 WEATHER PROOF DISCONNECT SWITCH Q POWER PACK HOUSING I LED POWER PACK 22 GROUND WIRE Poerogoes Factor 3795 WadsworthBlvd. This proof drawing is for customer review and approval before fabrication begins. DRC Embroidery will not be responsible for problems or discrepancies that could have been reasonably prevented by the proper review of this document. • The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. • Dedicated 120 Volt sign circuits with a ground wire to be provided within 6' of the display(s) by the customer. • Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. S I G N A T U R E D A T E PRINTED NAME TITLE All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. �® COPYRIGHT This drawing, and all images therein, are the sole property of DRC Embroidery and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of DRC Embroidery 11426 E 116`h Dr. Henderson, Co. 80640 Phone 303-698-3341 Drcembroidery@yahoo.com 97 9 1.4 A0f7 5—+ b 5 Z c Prcn11�1-5e- .40213 - 2' X I C,CL� FrC-L4-n!56 = I L F TGt-� (:� I 1 U W ct — i C -t e..i 2b, 5 SG � SP 4' GI -cu Frr,�5c- = 2-2. LF I -t i rAI 1cL,,�i, WC_U SIC N la JU-�u 3 33 S F r t L Ptt, --cj& l= zU s i' 15" MMMMOIN -- ALUMINIUM LETTER RETURN 2 I" TRIM CAP BLACK 3 ACRYLIC FACES 4 LED ILLUMINATION 5 14 AWG WIRE (� 1 /4" DRAIN HOLES 3/8" TOGGLE BOLTS 8 PRIMARY ELECTRICAL SOURCE OUT TO ELECTRICIAN 9 WEATHER PROOF DISCONNECT SWITCH 10 POWER PACK HOUSING LED POWER PACK 12 GROUND WIRE PROJECT TITLE .a 3795 WadsworthBlvd. L 5�- • :11 This proof drawing is for customer review and approval before fabrication begins. DRC Embroidery will not be responsible for problems or discrepancies that could have been reasonably prevented by the proper review of this document. • The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. • Dedicated 120 Volt sign circuits with a ground wire to be provided within 6' of the display(s) by the customer. Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. SIGNATURE DATE PRINTED NAME TITLE All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. r, • - IGHT 2017 This drawing, and all images therein, are the sole property of DRC Embroidery and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of DRC Embroidery DRC Embroidery 11426 E 116th Dr. Henderson, Co. 80640 Phone 303-698-3341 Drcembroidery@yahoo.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Al - INSPECTION NOTICE Inspection Type: 1---% Job Address: _3_�f7N Permit Number: _ate (T _7/ LJ No one available for inspection: Time (`?�- (AM7 M Re -Inspection required: Yes,, No/ When corrections have been made, call for re -inspection at 303-234-5933 Date: �5_.C5;�_' PF 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 VY, f Inspection Type: °-,� s "A `� �- 3 L,-,, Job Address: 9 '�_ w f C) j o Permit Number: ct v 1 i h. • j r i "t �� t .4 1j ❑ No one available for inspection: Time AM/PM Re -Inspection required: l�eg�, No When corrections have been made, call for re -inspection at 303-234-5933 Date: iC Inspector: y�+ ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE v1 ` ` ( (--I � , Inspection Type: Job Address: �:>� Ct > y, 4 WCC ✓ �� 1 1 1 �, Permit Number: C20 Cl •! y V, V ❑ No one available for inspection: Time I AM/PM Re -Inspection required: jlW rdo When corrections have been made, call for re -inspection at 303-234-5933 Date: ` ^�" ��i Inspector: l f ~ DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� d I—:-- bit t` Job Address: ET (-A,)} _ Permit Number: ( G I B( -NA> ❑ No one available for inspection: Tim_ AM/PM Re -Inspection required: Yes �� When corrections have been made, ca H or re -inspection at 303-234-5933 ff `` Date:---) Inspect r: ®O NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L-)0 rn (_. c \-- Job Address: 2- S r,1 —) ; wu -�,'6, Permit Number: -f stn a rt t, t i 1 ( ! i- V r r,- -i 1 -t s , ^ I J C., k. ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y sNo When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: '?S Permit Number: L] No one available for inspection: TimeO Re -Inspection required: Yes No *Whet Date A A i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 511p- c Job Address: 7 Permit Number: ',l p/ ® a 14, 1 ❑ No one available for inspection: Timely 3 &PM Re -Inspection required: 9)No When corrections have been made, call for re -inspection at 303-234-5933 Date: S e? Inspector: -7-b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: '?S Permit Number: L] No one available for inspection: TimeO Re -Inspection required: Yes No *Whet Date A A i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 511p- c Job Address: 7 Permit Number: ',l p/ ® a 14, 1 ❑ No one available for inspection: Timely 3 &PM Re -Inspection required: 9)No When corrections have been made, call for re -inspection at 303-234-5933 Date: S e? Inspector: -7-b DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M r C �^ Job Address: 3 c a V-) 5 V_, Permit Number: c U ,,G C) O ❑ No one available for inspection: Time j- AM/PM Re -Inspection required` Yes No When corrections have beetriade, call for re -inspection at 303-234-5933 Date: _' -A I ):� ) i� Inspector: ®O NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (L 71- Job Address: C'1 Permit Number: r�olo)Duv­k V') Ve C_ 4 Ll No one available for inspection: Time AM/PM Re -inspection required: ( CIE�&' When corrections have been made, call for re -inspection at 303-234-5933 i k -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 0Inspection Type: -30 41, Job Address: Permit Number: ❑ No one available for inspectDNq Time `l AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:`, 0611 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: il Job Address: Permit Number: ;% L e a;w ❑ No one available for inspection: Time /l i AM/PM Re -Inspection required: Yes ;'No *When corrections have been made, call for re -inspection at 303-234-5933 Date: t. ± `�� Inspector: k?:, 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 IKSPECTIOIV NOTICE Inspection Type: Y C),J6.'�. Job Address: n s tiv k, Permit Number: C ❑ No one available for inspection: Time i � O v AM/PM Re -Inspection required: Yes Ido) When corrections have been made, call for re -inspection at 303-234-5933 Date: -L \ \ \ \ ` , Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE , 8 � � �Building Inspection Division (303) 234-5933 Inspection line (30335- ' 855 O e • (30) 238 29 Fax , /C r - %)q INSPECTION N�T C "mos /AS �a���cn Inspection Type: 310)- U a vc7XV— rea n), I )a Job Address: 37 Permit Number: '9 D 1 7® D l ry 1 -w 104 w�•1 ❑ No one available for inspection: Time = 05-013M Re -Inspection required:(es No When corrections have been made, call for re -inspection at 303 -234 - Date: -L/ / InsP ector: DO NOT REMOVE THIS NOTICE ®� ® s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�� Job Address: ? ~l�, �J` •r` e� �• f 1 `� tib' 1 'U Permit Number: `+ v i c\ C (7 ❑ No one available for inspection: Time 1 i O o AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: ' `� ' Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929.Fax INSPECTION NOTICE w�<, — Inspection Type: 5'62 p Job Address: Permit Number: ( % r ❑ No one available for inspection: Time Y k&M Re -Inspection required: When corrections have been made, call fox•re-inspection at 303-234-5933 Dates— Inspecto�,:' P �-- DO NOT REMTHIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a 0 u - � �� m � 4 ,� ��nj - _z_n4 Job Address: '3+79S- kic, d ,r a 4-A ri-,;oyd 4 1,04, Permit Number: '00 19 & C I & 1 I 4. ❑ No one available for inspection: Time q-- DZ `AIYPM x Re -Inspection required: Yes w When corrections have been made, call for re -inspection at 303-234- Date:-'--)./ 03-234-Date:v 9 )19 Inspector: Tt DO NOT REMOVE THIS NOTICE a i . CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2o i Job Address: `7q &5 l' Permit Number: C) ❑ No one available for inspection: Tirie� AM M Re -Inspection required: YesGOD When corrections have been made, calf for re -inspection a 303-234-5933 DatInspec b_c%, --- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900161 PERMIT NO: 201900161 ISSUED: 02/26/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 106 EXPIRES: 02/26/2020 JOB DESCRIPTION: Tenant finish for new restaurant - 2,340 sq ft total *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. For any window treatment proposed to provide privacy on back of house windows, treatment must be interior mounted and limited to solid, dark colors. Exterior signs and window/door mounted signage will require separate building permits. Tenant: Pierogies Factory, LLC *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L GC (303)520-7760 KRYSZTOF TRYTEK 120184 K TRYTEK REMODELING CONST. SUB (303)452-4146 MIKE GEMEINHARDT 019772 NORTHGLENN HEATING & A/C SUB (720)435-3031 SLAWOMIR GOLABEV 080111 SG ELECTRIC SUB (720)435-3031 SLAWOMIR GOLABEV 080111 SG ELECTRIC/SERVICES *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 180,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,071.23 Use Tax 3,780.00 Permit Fee 1,648.05 ** TOTAL ** 6,499.28 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. For any window treatment proposed to provide privacy on back of house windows, treatment must be interior mounted and limited to solid, dark colors. Exterior signs and window/door mounted signage will require separate building permits. City of Wheat Ridge ,.r fi - Comm. Tenant Finish PERMIT - 201900161 PERMIT NO: 201900161 ISSUED: 02/26/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 106 EXPIRES: 02/26/2020 JOB DESCRIPTION: Tenant finish for new restaurant - 2,340 sq ft total Tenant: Pierogies Factory, LLC 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal o ner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisper it. further attest that I am legally authorized to include all entities named within this document as parties to the work to be performe nd that �rk�perTormcdaed in this document and/or its' accompanying approved plans and specifications. Signatu, e of OWNER or C9N1' RACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding 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. Th ance or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap i le de ora ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. - i Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of � heat ,dge COMMUNrfy DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # 1) 0 1 /" 00/ Plan Review Feer Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: - 7`?.s cv i /i ya L v� _5'� i Lj7 / v(� Property Owner (please print):���z�-,; Phone: Property Owner Email: "7-7 C c�;-�C:- L-"� 477,2 -9-V'7!z7�� �,�27> r� Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: -Y v l ve- City, State, Zip: L. D `7 C2 o Architect/Engineer: Arch itect/Eng 1 neer E-mail:s''`- ' 4 A �"��t %�+��c c Phone: / Contractor Name: rl�V _'�Z 1, City of Wheat Ridge License M Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please CONTACT EMAIL(p/ease print): Phone: _30 2-0776c Sub Contractors (Must provide Wheat Midge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical- W.R. City License # W.R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [,COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Z3Y© Sq. FULF Z,3�o Amps fir'' Squares i►� l i2S�f BTUs % c`3 i- 1=1--4 Gallons vo For Solar:'/ Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: •4 - 2 Construction Type: 1 I -.3 Occupancy Load: '73 Square Footage: 2-�- `fes Project Value: (Contract value or the cost of all materials and labor included in the entire project) 6$ f�0 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) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �/ DATE: Printed Name: 1 i %2 ✓ S f / %z' (, DEPARTMENT USE ONLY n ZONING COMMMENTS: �a�Q(,( �(/l (i(�C A�Q?V-CNQ�_Q w ( OCCUPANCY CLASSIFICATION: I J Reviewer: (ZS % (°r CONSTRUCTION TYPE: BUILDING DEPARTMENT COMMENTS: Reviewer: I__�_) PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: [) a o e�dd �- City of MeatV Y 1 e COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: Permit #: General Contractor: u /e !tel (10ZZ_4 I* &t0 Electrical Sub -Contractor Company Name: Phone State License #: b�%� Z Master #: Wheat Ridge License #: (� �` (required field) ignature of Ay horized Agent Date Plumbing Sub -Contractor Company Name: SG �i4-i rPs Phone #: -,-1Z,---) -gs_3o _S -- State State License #: 3dp;:F� Master #: 61?14117 Wheat Ridge License #: f ' _(required field) Z!Z Sign'ature of Author' d Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Scanned with CamScanner City of w heat f?,4idcg SUB-CONTRACTOR AUTHORIZATION FORM This forn-i-must be signed by each sub -contractor. This form Neill not be accepted with missing information. Subcontractor's Citi of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must he up to date prior to permit issuance. Project Address: Permit #: General Contractor: — Ele trical Sub -Contractor I Company Name: Phone #: State I icense !s: Master t;: lival Ridge Livvik-w = Itl1wrt-41 livid) .Signature of authorized Agent Date I IPlumbing Sub -Contractor Company Phone a: State License Master \% heat Rid-% I ietnsv Signature of authorized Agent Date Mechanical Contractor Company \ame: Northiglenn Heating& A.C., Inc. 303-452-4146 019-7 lit -at Ridge License ;:.' 019172 - f-�,Gilles tai tit 02/25/19 Si -nature of uthorized Agent Date o �a of w 667 Q C N 6 s Q H m Q ? = O C � o 000 0 0? 3 >4 ce uo U -H a Q� Gb va7 ,2 U U OU :j o �4 00 s en Y 4 w A 4 m b 4) O b1 -r ri 1 b U � 4-) H x 4 ° " " r14 b) 6 cu M o y O m ElCIO a 3 Z d " o W 4-4 b1 wj O 5 O rl O �� H OU = K m U w N w y 3 o} 1^^44 N � m U�p F cc d G Z a ° x W ao GMo0 5 b 2i 4 U V 03 cGo0� (D a) E 6 0. 'C U A -r1 W `\U p o O> W ro q t O 1 V 4] p m 34 6 3 C7 0 =_'067 L1...�zW m•+ r4 cu ^I F" 30?O. V. a "' m V s 6 0 d F N u m a7 3 A U y 1=9 O r. 60 a+ 3 v z H o a rn y > > Q a A N 0 z ro 4 O ° CIA u G OUB" w a 44 A U Ri�lw 4 4Jb N �_o wwx -H� wm W F. V m 13 cd !a ° Es- 0R OOUo�a� 8 N a° i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:,!�I(�_V Permit Number: , j -7 C> �t c� r) C C vl C, w of �- ❑ No one available for inspection: Time b '�_AM/PM Re -Inspection required: L No When corrections have been made, call for re -inspection at 303-234-5933 Date: : ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -� Job Address: T Permit Number: t C..�') V ') c] ✓) Va i"r Y, c, ❑ No one available for inspection: Time r AM/PM Re -Inspection required: Yes) No When corrections have been made, call for re -inspection at 303-234-5933 i Date: �' Irl Inspector: j" DO NOT REMOVE THIS NOTICE 3-c - !c,}4.s i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax V0 r,_ • A (_�. 1 ;1 r) V � ` r- C.- INSPECTkON,,N9TICR v v� Inspection Type: t �N Job Address: i Permit Number: V� s ❑ No one available for inspection: Time L) AM/PM Re -Inspection required ;° Yes" No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F Job Address: z 11 lk)rdE'.c `rr..��> ► ! �' 7 Permit Number: I ` O' , V L% i ❑ No one available for inspection: Time M/ M Re -Inspection required: Yes When corrections have been made;' call or re -inspection at 303-234-5933 Date'pp "" t Inspe6$Q.. r i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _U Job Address: )2/_�-rz /0 Permit Number: ❑ No one available for inspection: Time 0'?, P0 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234Ll -5933 i r Date:% ! C/ Inspector:;T DO NOT REMOVE THIS NOTICE i CITY OF WiiEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTfO -NOTIC Inspection Type: > Job Address: a� Permit Number: 0 0 ❑ No one available for inspection: Time 10 _- 7-a Y PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: '` ' Inspector: i L DO NOT REMOVE THIS NOTICE City of Wheat Ridge .. Commercial Low Voltage PERMIT -201900113 PERMIT NO: 201900113 ISSUED: 01/22/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/22/2020 JOB DESCRIPTION: Relocation of one horn strobe, adding two new horn strobes. *** CONTACTS *** OWNER (720)213-7430 QUADRANT WHEAT RIDGE CORNERS L SUB (303)557-1820 ERIC WILLIAMS 190017 INTEGRITY FIRE SAFETY SERVICES *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,894.00 FEES Total Valuation 0.00 Use Tax 60.77 Permit Fee 93.35 ** TOTAL ** 154.12 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit I further attest t t I am leggally authorized to include all entities named within this document as parties to the work to be per anc�lPXt allrformed is disclosed in this document and/or its' accompanying approved plans and specifications. IS,r of OWNER or TRACTO Circle one) Date I , This permit was issued ba a in tion provided in the permit application and accompanying plans and specifications and is subject to the compliance with those ocuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial 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 grVordinance g of a permit shall not be construed to be a permit for or an approval of, an violation of any provision of any able�code oror regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City Of W heat p. COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: ! /1 Plan/Permit # JC)'16 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: g 7RS � ti LVD �IA,4 Z6 /0q Property Owner (please print): Qt,4�"}-r Phone: % � Q? 7L/ Property Owner Email: Tenant Name (Commercial Projects Only) Sra 11`I Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: COQ Architect/Engineer E-mail: ��Vil?• �f3rY�f-��S!� Phone: 7Z,c7 Contractor Name: WTVV ?,TI F, (Z FSAAVS�✓IL-t-P City of Wheat Ridge License #: a 0 D 1:2 Phone: 21t7— Contractor E-mail Address: M4)(W16,-l., • _S61) y T7 T6 1Y rY1_-iry Pj42F_ {�yS ✓Iy_- . ZL -7 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): bAVi D Dflc te-S Phone: � 20 -7 ?� bi �-S CONTACT EMAIL(p/ease print):_ �AV I)� . &4gt* LfA` ((1fVry2+-r y rj e€-S,g2pi7 SSV l CGS= C�?41 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. COMMERCIAL Lol,�) LloL­7�— ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. XtP t w0 yw gool-<,- ev- Sq. FULF BTUs Gallons Amps _ Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 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) Signature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer: PUBLIC WORKS COMMENTS: Reviewer: ATIV of (OWN ) (C/O�NTRACTOR) DATE: �2 J�In) 1 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: k —Safety Services— ; t rv e — 303.557.1820 99 18th St. Shite 3000 Deaver; CO 80202 Integral to y€ ur,Srr et . Because it Matters. # Zo/c/Do//03 SCOPE OF WORK FOR: SPRINT STORE QUADRANT WHEAT RIDGE CORNERS 3795 WADSWORTH BOULAVARD WHEAT RIDGE, COLORADO B0033 RELOCATE ONE (1) HORN/STROBE. 2. PROVIDE AND INSTALL TWO (2) HORN/STROBES. 4-m�f* NICET # 143594 Fire Alarm Systems, Level IV Fire Alarm Monitoring Smoke Control Pre -Action CCN Security Access Control Emergency Lights D VESDA Gas Detection Fire Sprinkler Backflows Fire Pumps Antifreeze Fire Extinguishers Kitchen Suppression > Special Hazards Fire Dept Connections 3 Indoor Selectable - Output Horns, Strobes, and Horn Strobes for Wall Applications SpectrA lerR Advance audible visible notification products are rich with features guaranteed to cut installation times and maximize profits. Features • Plug-in design with minimal intrusion into the back box • Tamper-resistant construction • Automatic selection of 12- or 24 -volt operation at 15 and 15/75 candela • Field -selectable candela settings on wall units: 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, and 185 • Horn rated at 88+ dBA at 16 volts • Rotary switch for horn tone and three volume selections • Universal mounting plate for wall units • Mounting plate shorting spring checks wiring continuity before device installation • Electrically Compatible with legacy SpectrAlert devices • Compatible with MDL3 sync module • Listed for ceiling or wall mounting Agency Listings The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry. With white and red plastic housings, wall and ceiling mounting options, and plain and FIRE -printed devices, SpectrAlert Advance can meet virtually any application requirement. Like the entire SpectrAlert Advance product line, wall -mount horns, strobes, and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature plug-in designs with minimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation and protect devices from construction damage, SpectrAlert Advance utilizes a universal mounting plate with an onboard shorting spring, so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field -selectable candela settings, automatic selection of 12- or 24 -volt operation, and a rotary switch for horn tones with three volume selections. SIGNALING & F M> MEA r LISTED APPROVED approved PP 7125-1653.186 (Indoor strobes) 7125-1653.188 (horn strobes, SC0 (chi ns, horn strobes, horns) 3023572 MEA452-05-E chime strobes) S5512 (shobes) 7135-1653189 (horns, chimes) The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry. With white and red plastic housings, wall and ceiling mounting options, and plain and FIRE -printed devices, SpectrAlert Advance can meet virtually any application requirement. Like the entire SpectrAlert Advance product line, wall -mount horns, strobes, and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature plug-in designs with minimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation and protect devices from construction damage, SpectrAlert Advance utilizes a universal mounting plate with an onboard shorting spring, so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field -selectable candela settings, automatic selection of 12- or 24 -volt operation, and a rotary switch for horn tones with three volume selections. SpectrAlert Advance Specifications General SpectrAlert Advance horns, strobes, and horn strobes shall mount to a standard 4 x 4 x 11/2 -inch back box, 4 -inch octagon back box, or double -gang back box. Two -wire products shall also mount to a single -gang 2 x 4 x 17/8 -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, SpectrAlert Advance products, when used with the Sync•CircuitTM Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync•Circuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall.operate between 16.5 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full - wave rectified unfiltered power supply. Strobes and horn strobes shall have field -selectable candela settings including 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have three audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options are set by a multiple position switch. On four -wire products, the strobe shall be powered independently of the sounder. The horn on horn strobe models shall operate on a coded or non -coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 411/16 x 411/16 x 21/8 -inch back box. The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature 32'F to 120°F (0°C to 49°C) Humidity Range 10 to 93% non -condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR1 Operating Voltage Range~ 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range MDL; Sync Module 8.5 to 17.5 V (12 V nominal) or 16.5 to 33 V (24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Mall -Mount Dimensions (including lens) 5.6"L x 4.7-W x 2.5"D (142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6-L x 4.7-W x 1.3-D (142 mm L x 119 mm W x 33 mm D) Wall -Mount Trim Ring Dimensions (sold as a 5 pack) (TR -HS) 5.7-L x 4.8-W x 0.35-D (145 mm L x 122 mm W x 9 mm D) Notes: 1. Full Wave Rectified (FWR) voltage is a non-regulated, time -varying power source that is used on some power supply and panel outputs. 2. P, S, PC, and SC products will operate at 12 V nominal only for 15 and 15/75 cd. UL Current Draw Data Sound Pattern dB 8-175 Volts DC FWR 16-33 Volts DG FWR 24 -Volt Nominal Reverberant Anechoic DC FWR DC FWR 1 Temporal High 78 78 84 UL Max. Strobe Current _ 88 99 98 2 Temporal Medium Draw (mA RMS) 80 80 86 86 8-17.5 Volts 16-33 Volts 3 Temporal Low 8-17.5 Valts 16-33 Volts Candela DC FWR DC 80 FWR 89 Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 100 71 5 Temporal High 57 55 69 75 Candela 15/75 142 148 77 6 81 Low Temporal Medium 44 49 58 69 Range 30 NA NA 94 High 96 82 Temporal Low 38 44 44 48 75 NA NA 158 78 153 85 Non-temporal High 57 56 69 75 95 NA NA 181 81 176 85 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 8-17.5 Volts 16-33 Volts DC Input 15 15f75 15 15175 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 ® ..•:•w 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Horn Tones and Sound Output Data Switch Position Sound Pattern dB 8-175 Volts DC FWR 16-33 Volts DG FWR 24 -Volt Nominal Reverberant Anechoic DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 75 75 80 80 86 86 96 96 3 Temporal Low 71 71 76 76 83 80 94 89 4 Non -Temporal High 82 82 88 88 93 92 100 100 5 Non -Temporal Medium 78 78 85 85 90 90 98 98 6 Non -Temporal Low 73 74 81 81 88 84 96 92 7t Coded High 82 82 88 88 93 92 101 101 8t Coded Medium 78 78 85 85 90 90 97 98 9t Coded Low 74 75 81 81 88 85 96 92 tSettings 7, 8, and 9 are not available on 2 -wire horn strobes SpectrAlert Advance Dimensions IV Udall -mount horn strobes SpectrAlert Advance Ordering Information Wail Horn strobes P2R 2 -Wire Horn Strobe, Standard cd, Red P2R-P 2 -Wire Horn Strobe, Standard cd, Red, Plain P2R-SP 2 -Wire Horn Strobe, Standard cd, Red, "FUEGO" P2RH 2 -Wire Horn Strobe, High cd, Red P2RH-P 2 -Wire Horn Strobe, High cd, Red, Plain P2W 2 -Wire Horn Strobe, Standard cd, White P2W-P 2 -Wire Horn Strobe, Standard cd, White, Plain P2WH 2 -Wire Horn Strobe, High cd, White P2WH-P 2 -Wire Horn Strobe, High cd, White, Plain P4R 4 -Wire Horn Strobe, Standard cd, Red P4R-P 4 -Wire Horn Strobe, Standard cd, Red, Plain P4RH 4 -Wire Horn Strobe, High cd, Red P4W 4 -Wire Horn Strobe, Standard cd, White Wail Strobes SR Strobe, Standard cd, Red SR -P Strobe, Standard cd, Red, Plain SR -SP Strobe, Standard cd, Red, "FUEGO" Wall Strobes (cont.) SRH Strobe, High cd, Red SRH -P Strobe, High cd, Red, Plain SRH -SP Strobe, High cd, Red, "FUEGO" SW Strobe, Standard cd, White SW -P Strobe, Standard cd, White, Plain SWH Strobe, High cd, White SWH-P Strobe, High cd, White, Plain Horns HR Horn, Red HW Horn, White Accessories TR -HS Trim Ring, Wall, Red SBBR Indoor Surface Mount Back Box, Red SBBW Indoor Surface Mount Back Box, White Dotes: All -P models have a plain housing (no "FIRE" marking on cover) All -SP models have "FUEGO" marking on cover "Standard cd" refers to strobes that include 15, 15175, 30, 75, 95, 110, and 115 candela settings. "High cd" refers to strobes that include 135, 150, 177, and 185 candela settings. 3825 Ohio Avenue • St. Charles, IL 60174 ©20,14 Sys[em sen6or. "STEM Phone: 800-SENSOR2 • Fax: 630-377-6495 Product speofcatons Subec::o changewithoutnotce. visitsystemsensorcom SENSOR` for ce«ent product information, including the latest version of this data sheet. www.systemsensor.com RVDSte2o1.1, CABLE SPECIFICATIONS DESCRIPTION CONDUCTOR 14 (Solid Bare Copper) INSULATION Low -Smoke PVC .010" COLOR CODE Black/Red LAY LENGTH SHIELD DRAIN WIRE JACKET Low -Smoke PVC .018 JACKET COLOR Red Jacket with Yellow Stripe MARKING RALL DIAMETER .205" Nom CABLE WEIGHT 36 Lbs/Mft. CAPACITANCE 26 pF/Ft. Nom. OVE 14 AWG 2 Conductor Bare Copper, Twisted, Non -Shielded Plenum Fire Alarm, FPLP (UL) • ice" 3.75" LHL (3.2 TPF) . N/A a FIRE/LIFE SAFETY CONTROL CABLE INIT. J IND. DEVICE / ZONE A B C D E 0 1 2 3 4 5 6 7 8 9 14 AWG FPLP (UL) 120HS MADE IN THE USA t Ia •���, r r,, � y IMPEDANCE 72 Ohms DC RESISTANCE 2.57 Ohms/Mft @ 20 deg. C �� TEMPERATURE RATING 0 C to 75 C / 300 Volt INDUSTRY STANDARDS FLAME RATING Approved For Plenum Use Without Conduit Per NFPA 262 Flame Test AGENCY APPROVALS NEC Article 800; FPLP (UL), RoHS Compliant, Made in the USA: All specifications referenced are nominal measurements unless otherwise noted. R. 7,71 t. E-111- .......... Jefferson County- 303-271-8260 it of Edgewater: 303-235-8300 Douglas County- 303-660-7497 Town of Morrison: 303-697-8749 City of Lakewood: 303-987-7500 Town of Mountain View-, 303-421-7282 City of Wheat Ridge: 303-234-5900 Town of Lakeside: 303-455-1980 -1i, T'11�'_ , 1,119MIN Ail ffig ON Aa 4 v. F. >ua gu t :4"-gsx t WS - 01. 2 0% Fi"M'VD. "N .................... ' Y" L "Y £ � 3 ��',�,'� >ua gu t :4"-gsx t WS - 01. 2 PLAN REVIEWER.Fo JSauei Radio Dialer a If a radio dialer is the proposed means of communication, The West Metro it Protection District requires a radio dialerwith LCD readout providing on site status and NetCon verification. West Metro it Rescue currently accepts the following make and model of radio dialer: - AES 7707 InteIII net 2.0 Property Use Type: Inspections Required,.& Project Cost-, $2,894.00 Permit Issued On,: 1/17/2019 Fire Alarm Rough inspection STEM NOTIFICATION TYPE A/V STEM MONIT-ORIN" BY EXISTING .FA VERSION 2010 NFPA ,C. VERSION 2012 I.B.C. VERSION 2012 I.F.C. ':C VERSION 2011 NEC "Y AMENDMENTS CITY OF WHEAT RIDGE AMENDMENTS STEM REQUIRED PER I.F.C. 907.2.2 RIO,, n F„ vaa wvsr DEVICE LABEL!',, G ALL EQUIPMENT SHALL BE CLEARLY LABELED WITH TYPEWRITTEN TEXT (BRADY LABEL) AT A FONT SIZE OF AT LEAST 10 POINT. SMOKE DETECTORS AND MANUAL PULL 5TATIONS SHALL BE LABELEG WITH THE DEVICE ADDRESS ON THE BA5E OF THE DETECTOR AND THE i, DEVICE LEGEND/NEW MATERIAL INS - I i LLATION WlRING STYLES IDC - INITIATING DEVICE CIRCUIT - JCI N-ADDRPI-SSABLE DEVICES STYLE B (CLASS B) mm DRY CONTACT DEVICES MOUNTING HEIGHTS NOT TO SCALE 12ILM3212--m"Im m m ACCEPTABLE LOCATION WITHIN 121:1 OF CEILING/DECK MEASURE TO TOP OF DETECTOR PAGE ClONTENT .. mr FA -02. FLOOR PLAN, KEY PLAN, MATRIX, RISER CALUICS : 111i E lo 0A 0, CE) E 38TH AVE, SIDE SCALE: 1 811 Nowmw 1 1-.011 I SILENT KNIGHT CONTROL PANEL ZEM 161-61-1 , 1111111 � f0cd HORWSTROBE WALL MOUNT RiEB lo! NAC1-4 EXIST R ENT DRAW PER DEVICE 0 1 yyI NAC 1 -3 EXIST 10.00038 R2R TOTAL P2R 'S TOTAL OH TOTAL NAC, SILENT KNIGHT CONTROL PANEL ZEM 161-61-1 , 1111111 � f0cd HORWSTROBE WALL MOUNT RiEB lo! NAC1-4 EXIST R ENT DRAW PER DEVICE 0 1 0, K, VOLTAGE DROR! CALCULATIONS - END OF LINE METHO u NAC 1 -3 EXIST 10.00038 TOTAL TOTAL 1 EXIST 'S TOTAL OH TOTAL NAC, NAC1 -1 2 NEW 1 RELO CURRANT 1 ST-FLO-1 [AMPIb" t Pr PANEL I gtg n amps if ff Enter cui-PeM i R ENT DRAW PER DEVICE 0 1 0, K, VOLTAGE DROR! CALCULATIONS - END OF LINE METHO u FLOOR # .150=150ma 10.00038 TOTAL TOTAL STANDBY' ALARM 'S TOTAL OH TOTAL ALARM CURRENT' CURRENT �/VIRE CURRANT (AMPS) [AMPS) [AMPIb" AMPS] REF VOLTAGE VOLTAGE I END F INE 0 L ............ CIRCUIT DISCRIPTION GA DISTANCE GE, 036500 [)EVICE TOTAL: 02� 12 A M PS 10 O;FT DROP DROP% is 7 1 39180 3,D7 Ol.2370 9 ELI Standard Wire Resistance --------- TOTAL DE\/ICES TO TAL LOAOl, N0MINAL SYSTEM VOLTAGE 75'C Ohm/1000 FT (,AMPS) Mlt JIMUM E\/10E VOLTAGE v D 14iga 3.0 WIRE RESISTENCE BASED ON- FORMULA USED 16g4,is a NEC, CHAPErER 9, TABLE 8 LTAGE=CURRENT* (FEET// 1000 OHM*21 18ga 7,7 (U�NCOATED SOLID COPPER WIRE) . . . ... ......... HOURS OF!5LIPERVISORY 24 HOUR MINUTI, S OFALARM- 5 MINUTES 10.00038 TOTAL TOTAL STANDBY' ALARM STANDBY ALARM CURRENT' CURRENT C, URRENT CURRANT (AMPS) [AMPS) [AMPIb" AMPS] 0. 17 000 02:65010 0. 17000 0.36500: PANELTOTAL 0.170,00 036500 0.000310 Or.00030 011,00030: 0,00030 011,00039 0,0003e 10.00038 000038 G,00037 O00037 011,001 11 0.00111 o.0000,o 0fl107900 0. 000rojo 0.07900 o,00000 O 107:00 0.00000 01 10700 0,00000 0,21200 0.00:000 021200 [)EVICE TOTAL: 0.00179 0.39979, REGLI]RED BATTERIES - TWO 12) AT REVISIONS PROJECT INFOR ATION QUADRANT WHEAT RIDGE CORNER 3795 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 City of Wheat Ridge Commercial Fire Sprinkler PERMIT - 201900114 PERMIT NO: 201900114 ISSUED: 01/22/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/22/2020 JOB DESCRIPTION: Install 17 new sprinkler heads on flex pipe *** CONTACTS *** OWNER (720)213-7430 QUADRANT WHEAT RIDGE CORNERS L SUB (303)557-1820 ERIC WILLIAMS 190017 INTEGRITY FIRE SAFETY SERVICES *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,380.00 FEES Total Valuation 0.00 Permit Fee 26.50 ** TOTAL ** 26.50 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be ;ignat rformed that all to be ertormed is disclosed in this document and/or its' accompanying approved plans and specifications. ZZ J of O ER o _ ONTRACTOR ircle one) Date 1. This permit was issued based on ttr tion provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. ;. 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. T' uance or gra i g of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any a 1ble ode or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat p-.,,dge comm UNiTy DEVELOPMENT Building & Inspection Services 7500 W. 291 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: ^ l # ao % ?0 / 1 y- PlanlPermit Plan Review Fee: ( V Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: .37015- Ml-SAJVI� -S'u )Tt) %d Owner (please print): Q ->"lvz- Property Owner Phone: -770 Z � 6_>yl/[- (2J�tP. Gfi/'1 Tenant Name (Commercial Projects Only) .�P,61AI Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: ArchitectlEngineer: d V ' C90 m� Ii/TV&&lzt,Fr yS'W1'4 �a ice /" Architect/Engineer E-mail: ? V 1 D _ li &M4 Phone: :,I la's G, q 2 Contractor Name: I �'rt`6P'11V� _0g "/ 5 ✓ Gt�p City of Wheat Ridge License #: ` 00 1 Phone: ` 7 0 Contractor E-mail Address: � i' S v17 � 017* �6 e'_'i-FS4g,�fiYcw cf-P , f v Y.To For Plan Review Questions & Comments (please print):FF -7 CONTACT NAME (please print): �A4/ I D 0 ,9iCL9Phone. -0 / CONTACT EMAIL(p/ease print): IDA V i 1'� • � LLLi(11/T&6ZJ EZA2A2 ; 4 ��rtt,e I/ 166f `p„ Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [,COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost gf all materials and labor included in the entire project) 00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWIVER) (CONT OR) o THORIZED REPRESENTATIVE) of (OWNER) ONTRA(CTOR Signature (first and last nam: DATE: Z J Printed Name: ! ' ` DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: Safety Services— SCOPE OF WORK FOR: SPRINT STORE La CORNERS AT WHEATRIDGE 3795 WADSWORTH BLVD WHEAT RIDGE, CO 80033 SCOPE OF WORK: 303.557.1820 99918th St. Suite 3000 Denver, CO80202 Integral to yourSrrfe y. Because it Matters. aD�goOA� THE NEW TENANT SPACE WILL BE INSTALLING A DROPPED CEILING AT 8' AFF. 1 " DROPS ARE TO BE INSTALLED AND DROPPED TO V-2' ABOVE THE NEW CEILING. A 48" FLEX PIPE WILL THEN BE USED TO INSTALL THE SPRINKLER HEAD IN THE CEILING. 1. INSTALL SEVENTEEN (17) NEW SPRINKLER HEADS ON FLEX PIPE. Fire Alarm Monitoring Smoke Control Pre -Action CCN . Security Access Control Emergency Lights VESDA Gas Detection Fire Sprinkler Backflows Fire Pumps Antifreeze Fire Extinguishers Kitchen Suppression Special Hazards Fire Dept Connections in 0 Rel ble Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL & F1 FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. 1. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) 4. VdS Schadenverhutung GmbH (VdS) 5. Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0786 -CPD -40239 (RA1414), 0786 - CPD -40251 (RA1425), 0786 -CPD -40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Bulletin 014 Rev, P Model F1 FR Series Quick Response Glass Bulb Sprinklers Upright Pendent Conventional f.- inn Vertical Sidewall Horizontal Sidewall Recessed Pendent/Fl/F2 w Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP am XLH Upright XLH Pendent XLH Recessed Pendent Fl/F2 Product Description Reliable Model F1 FR series sprinklers are quick -response automatic sprin- klers with a glass bulb thermal element. Model F1 FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model FlFR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1 FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR Series sprinklers to apply water to a fire faster than standard -response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model F1 FR Series sprinklers provide a wide range of op- tions where quick -response, glass bulb sprinklers are used: • Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors • K -factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) • Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1 FR series sprinkler configurations. Model F1 FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model F1, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4 -inch (19mm) and 1/2 -inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2 -inch (12.7mm) threaded adjustment. Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2 -inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16 -inch (8.Omm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k -factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model F1FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. 2. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 Ib -ft (11 to 24 N -m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model F1 FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model F1 FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1 FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers have a factory -installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2 -inch (13mm) or 5/8 -inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2 -5/8 -inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick -response Thread Size: 1/2 -inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) 11� cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. ;21 cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. � Available with FM approved Polyester coating in black or white. (4) Available with LPCB and VdS approved Polyester coating. (5) VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2 -inch (12.7mm) adjustment Model CCP cover plate only. !1l Model Fl FR56 Concealed Pendent and Model FlFR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2 -inch (12.7mm) of adjustment or low profile with 5•116 -inch (8.0 mm) of adjustment. (71 cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Design and Installation Information Model Nominal K -factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height inches mm Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm F1FR28 2.8 40 3/8 10 Pendent 2.25 57 D or W2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA 1418 VdS Recessed Pendent 2.25 57 GFR2 RA 1418 VdS FlFR42 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1413 cULus 2 Recessed Pendent 2.25 57 6FR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1.2 F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH FIFRXLH (F1FR42 with Pintle) 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1FR56 5.6 80 1/2 15 Pendent 2.25 57 D or W2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1234 ,,, Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA 1425 cULus, FM, LPCB, VdS, EC 1,23,4 , "Conventional (Pendent or Upright)" 2,25 57 D or W2 RA1475 LPCB, VdS, EC 4 F1 FR56LL 5.6 80 1/2 15 Pendent 2.25 57 D or W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 RCI RA1415 cULus, ULH 6 F1FR56 5.6 80 1/2 15 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus, FM 1,2,3,7 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 Dor W2 RA1485 cULus, FM, LPCB 1,2 3 9 11� cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. ;21 cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. � Available with FM approved Polyester coating in black or white. (4) Available with LPCB and VdS approved Polyester coating. (5) VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2 -inch (12.7mm) adjustment Model CCP cover plate only. !1l Model Fl FR56 Concealed Pendent and Model FlFR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2 -inch (12.7mm) of adjustment or low profile with 5•116 -inch (8.0 mm) of adjustment. (71 cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Ordinary Temp. Classification Deflector/ 100°F (38°C) Max. Ambient Orientationo Tem . 135o F (57 C) 155o F (68Q C) Temp. Rating Temp. Rating Orange Bulb Red Bulb Intermediate Temp. Classification 150°F (65°C) Max. Ambient Tem . High Temp. Classification 225°F (107°C) Max. Ambient Temp. 175°F (79o C) Temp. R ting 200o F (93o C) Temp. Rating 286'F (141 C) Temp. Rating Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1 FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus FIFR42LL Pendent cULus, ULH F1FR28 Recessed Pendent Recessed Pendent cULus, ULH RA1411 F1FR40 Pendent cULus F1 FRXLH Recessed Pendent cULus RA1418 Upright cULus Recessed Pendent Pendent cULus, FM, LPCB, VdS, EC cULus cULus Recessed Pendent cULus, FM, LPCB, VdS, EC F1 FR56 Concealed Pendent' cULus cULus,VdS,EG I cULus cULus, ULH Upright cULus, FM, LPCB, VdS, EC RA1410 "Conventional (Pendent or Upright)" LPCB, VdS, EC Recessed Pendent Pendent cULus, ULH FlFR56LL Recessed Pendent cULus, ULH FlFR56 Concealed Pendent* cULus, ULH cULus, LPCB, VdS, Horizontal Sidewall cULus, FM FlFR56 Recessed Horizontal Sidewall cULus, FM FlFR56 Vertical Sidewall (Pen- cULus, FM. LPCB dent or Upright) Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data 8 Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4 -inch (19mm) 1/2 -inch (12.7mm) 1/2 -inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FlFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 FiFR42XLH Recessed Pendent cULus cULus cULus RA1413 FlFR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS, EC Fl FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 8 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS Fl ESCUTCHEON�� 3/4'[19mmJ ADJUSTMENT F2 ESCUTCHEON 1/2'T 12.7mm] ADJUSTMENT _ 1 15/16' ou _ [49.2mm1 FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = l "T25.4mm] AT MINIMUM RECESS = 3/8'[9.5mm] / F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 3/8'T9.5mm] F1 ESCUTCHEON AT MAXIMUM RECESS = 7/8'T22.2mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'T28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] Model F1 FR56, F1 FR561-L, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I I 2 5/8"' DIA. [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA. [58.7mm] CUP L J— CEILING 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2'[38mm] AT MINIMUM RECESS = 1 "T25.4mmJ r AT MAXIMUM RECESS = 9/16'[14.3mm] %2'T 12.7mm] AT MINIMUM RECESS = 1 '[25.4mm] ADJUSTMENT 3 1/4 " DIA. [82.6mm] Model F1 FR56, F1 FR561-L, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1 (25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 3/8'T9.5mm] 2 1/4'" HOLE DIA. [57.2mm] 1 "" X 1/2" REDUCER 1 15/16" DIA. / uni —_ [49.2mm] 'fill um I I uw ! TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. F1 ESCUTCHEON AT MAXIMUM RECESS— 1 3 8 "' 34 9 — / ( . mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] (3.2mm] 4 »-12» — - — - [101.6mm—J04.8mm] 2 27/32'" DIA. CEILING TO 4-1 [72.2mm] DEFLECTOR Fl ESCUTCHEON 3/4'T 19mm] ADJUSTMENT F2 ESCUTCHEON 1/2 "T 12.7mm] ADJUSTMENT w.%IWN RECESSED HSW W/171 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4» — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon I" x 1/2" REDUCING TEE OR ELBOW 2 5/16" DIA — CUP —� CEILING -------------- - —+— — — — ------ r — 2 5/8 " DIA. �! HOLE IN CEILING 1 112 " MAX. FACE OF FITTING TO FACE OF CEILING "7 DIMENSION I 112 " MAX. COVER ADJUSTMENT j COVER PLATE — ASSEMBLY /3 5/76" D/A. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 75/76" 017FG01A Fig. 4 Model F1 FR56/1`1 FR56LL Concealed Pendent sprinkler with standard depth 1/2 -inch (12.7mm) adjustment - Model CGP cover plate Lei I" x 1/2" REDUCING TEE OR ELBOW 2 5/8 " DIA. 2 5116" DIA — 'j HOLE IN CEILING L_ J CUP 1 0011 1 112" MAX. FACE OF FITTING " _ _ TO FACE OF CEILING " Z_j """' DIMENSION CEILING 5116" MAX. - 3/4 " COVER ADJUSTMENT 1� j COVER PLATE ASSEMBLY 3 5116 " DIA. SPRINKLER CONCEALED, 5/16" ADJUSTMENT 017FG02A Fig. 5 - Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16 -inch (8,Omm) adjustment - Model CCP cover plate Maintenance The Model F1 FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) ") Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. )2) cULus Listed only. )31 200°F (93°C) maximum. (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (1j FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (6) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. )') cULus listed Corrosion Resistant 7. Standard Finishes Frame: Sprinkler Escutcheon Cover plateM I Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated (4x -l;67 White Painted Special Application Finishes Sprinkler Escutcheon Coverplate() Electroless Nickel PTFE(') Electroless Nickel PTFE Bright Brass Bright Brass(3) Bright Brass Black Platin Black Plated Black Plated Black Paint Black Paint)3)(6) Black Paint Off White Off White (2)(6) Off White Satin Chrome Chrome Dull Chrome Dull ") Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. )2) cULus Listed only. )31 200°F (93°C) maximum. (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (1j FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (6) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. )') cULus listed Corrosion Resistant 7. Ordering Information Specify: 1. Sprinkler Model: [F1FR28][F1FR40][F1FR42] [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2 -inch NPT][ISO 7-R1/2] 4. Sprinkler Temperature Rating: [135"F (570C)][155°F (68°C)][175°F (79°C)][200°F (930C)][286UF (141°C)] 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2 -inch (12.7mm) adjustment][low profile CCP 5/16 -inch (8.Omm) adjustment] 9. Cover plate Temperature Rating: [135'F (57°C) for use with Ordinary Temperature sprinklers][ 165"F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1 FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: 1. Sprinkler Model: [F1FR28][F1FR40][F1FR42] [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2 -inch NPT][ISO 7-R1/2] 4. Sprinkler Temperature Rating: [135"F (570C)][155°F (68°C)][175°F (79°C)][200°F (930C)][286UF (141°C)] 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2 -inch (12.7mm) adjustment][low profile CCP 5/16 -inch (8.Omm) adjustment] 9. Cover plate Temperature Rating: [135'F (57°C) for use with Ordinary Temperature sprinklers][ 165"F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1 FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled Relle® (800) 431-1588 Sales Offices Paper iabi (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11 /17 P/N 9999970300 FM Approved and Fully Listed Sprinkler Pipe Wheatland's Mega -Flow steel fire sprinkler pipe is FM Approved for roll -grooved, plain -end and welded joints for wet systems; and UL, C -UL and FM Listed for use with roll -grooved, plain - end couplings and welded joints for wet, dry preaction and deluge systems. Mega -Thread is FM Approved for use in wet systems and is UL, C -UL and FM Listed for wet, dry and preaction sprinkler systems. Approvals and Specifications Both products meet or exceed these standards: • ASTM A795, Type E, Grade A • NFPA 13 and NFPA 14 • Mega -Thread is approved for standard hanger spacing Manufacturing Protocols Mega -Flow and Mega -Thread are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings Mega -Flow black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion -resistant surface that outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Mega -Thread is hot -dip galvanized to meet FM requirements for dry systems and is safer to weld than many zinc -coated, light -wall threadable products. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. SUBMITTAL INFORMATION NOM OD PROJECT: NOM ID ENGINEER: UL CRR* LOCATIONS: ❑ MEGA -FLOW -BLACK Mega -Flow Schedule Schedule A 16146 ,,v *-ea r) r i' SL ..._ i 8152 JliC?vt U' t Vd tter: F 724.3`'6.72<",:} 2 2.375 2.117 2.067 1.00 1.00 .25 NPS NOM OD Schedule Schedule Mega -Thread Mega -Thread L.W.T. Pipe NOM ID Pu./Lift UL CRR* MEGA -FLOW 1 1.315 1.087 1.049 1.00 1.00 .61 Mega -Flow Schedule Schedule Schedule Mega -Flow Nominal Pcs./Llft 2.370 44 2 2.375 2.117 2.067 1.00 1.00 .25 10 40 40 wt./ft. * The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. 11/4 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 11/2 1.900 1.740 1.682 1.610 2.64 1.00 1.556 61 2 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 21/2 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4 4.500 4.316 4.260 4.026 too 1.00 4.331 19 6 6.625 6.395 6.357 6.065 .75 1.00 8.000 10 " Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category WZY. " The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). NPS NOM OD NOM ID UL CRR* MEGA -THREAD Schedule Schedule Mega -Thread Mega -Thread L.W.T. Pipe Nominal Pu./Lift 40 40 wt /ft 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 1% 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 11/2 1.900 1.650 1.6lo 1.00 1.00 .31 2.370 44 2 2.375 2.117 2.067 1.00 1.00 .25 3.094 30 " Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category V/ZY. * The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). CONTRACTOR: SPECIFICATION REFERENCE: COMMENTS: ❑ MEGA -THREAD -HOT -DIP GALVANIZED UL CUL FM APPROVED 9_\I4 SYSTEM TYPE: ' W%eftavatiand Tube ,A DIVISION OF ZEKEI &AN INDUSTRIES FM Approved and Fully Listed Sprinkler Pipe SCHEDULE 10 SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C -UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES in. mm in. mm in. mm lbs./ft. kg/m CRR' Lift Approvals and Specifications Both products meet or exceed 11/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 the following standards: Yh 1.900 48.3 1.682 42.7 .109 2.77 2,09 3.11 5:8 61 • ASTM A135, Type E, Grade A (Schedule 10) 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 • ASTM A795, Type E, Grade A (Schedule 40) 2l: 2.875 730 2.635 669 .120 3.05 3.53 5.26 3:5 30 • NFPA 13 3 3.500 88.9 3.260 82.8 .120 3.05 434 6.46 2.6 19 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected 4 4.500 114.3 4260 108.2 120 3.05 5.62 837 1.6 19 to the toughest possible testing protocols to 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 ensure the highest quality and long-lasting performance. 6 6.625 1683 6.357 161.5 .134 3.40 9.30 13.85 1.0 10 8 8.625 219.1 8.249 2095. .188 4.78 16.96 25.26 2.1 7 Finishes and Coatings - All Wheatland black steel fire sprinkler pipe Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. up to 6" receives a proprietary mill coating to ' The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0), ensure a clean, corrosion -resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be SCHEDULE 40 SPECIFICATIONS easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black, or with hot -dip galvanizing, to meet NPS NOM OD NOM ID WALL WEIGHT UL PIECES FM/UL requirements for dry systems that meet In. mm in. mm in. mm Ibs./ft. k9/m CRR' Lift the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is 1 1.315 33.4 1.049 26.6 .133 3.38 168 2.50 1.00 70 also UL Listed. 11/4 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 1.00 51 Product Marking 1% 1.900 48.3 1.610 40.9 .145 3.68 2.72 405 1.00 44 Each length of Wheatland fire sprinkler pipe is continuously stenciled to show 2 2.375 60.3 2067 52.5 154 3.91 3.66 5.45 1.00 30 the manufacturer, type of pipe, grade, size Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. and length. Barcoding is acceptable as a The CRR is a ratio value used to measure the ability ofa pipe to withstand corrosion. supplementary identification method. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). u1 C ul F M L L APPROVED SUBMITTAL INFORMATION PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT -DIP GALVANIZED :z€ 3 Tit:. 1Hhetland Tube t I'� �„V '.`7 r`t ,l . ;,,IkC,w Us on :Yii'.E E?l: iF'�'�`; n I11Yt5f6fl OE'ZEICE'it*'f47Y f3d€1US7XdES (` 1242=6.7260 '4"d i'1F•<:`lrt1'1'.i'.",.a;:G CGrinnell A Tyco International Company UL �C FM VdS For Fire Protection Pressure Rating and Listing IApproval information contact Tyco Fire Suppression & Building Products. buctile Iron Housing �ecifications • ASTM A-536 — Standard Specification for Ductile Iron Costing Grade 65-45-12 • Tensile Strength, minimum psi — 65,000 (448 MPa) • Yield Strength, minimum psi — 45,000 (310 MPa) • Elongation in 2" (50mm), minimum 12% • ASTM A-153 — Standard Specification for Hot Dip Galvanizing OW- - _..- _.... Bolt/Rut Specifications Carbon steel oval neck bolts and nuts are heat treated and conform to the physical properties of ASTM A-183 with a minimum tensile strength of 1 10,000 psi (760 MPa). Bolts and nuts are zinc electroplated to ASTM B-633. Metric - conforming to ASTM F -568M Fire Protection Grooved Products ............._.............----------------.....---- ......----------- -- ---- --- ------ . Coatings -_.. __-- • Orange — Non -Lead (Standard) • Fire Brigade Red — Non -Lead (Optional) • Hot Dipped Zinc Galvanized (Optional) ............. a et._ .p oat.i- n.s............................... - ............... .............. • Grade "A" EPDMA, violet color code ambient to +150°F (+66°C) for fire protection systems. Not recommended for hot water systems. • Tri -seal (Grade "E" EPDM), green color code for use in dry pipe or freezer systems. • Prelubricated (Grade "A" EPDMA) PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes: May 2011 - 45 Technical Data Sheet: TFP1854 Date: March 2011 Page 1 of 2 CGrinnell by Tyco Fire Suppression & Building Products FITTINGS Fire Protection Grooved Products FM VdS °E For Fire Protection Pressure Rating G to E -- and Listing /Approval information contact Tyco Fire Suppression & Building Products. mm ..----Seel Fitting Specifications • Cast - Ductile Iron: According to ASTM A-536 Grade 65-45-12 • Fabricated - Carbon Steel: According to ASTM A-53 Grade B • Sizes 1'A" - 6" Schedule 40 • Sizes 8" - 12" Schedule 30 Nominal C to E Appx. Wt. Size Inches Lbs. Architect / Engineer: MM kg 1'/a" 2.75 1.0 69.9 0.5 11/2" 2.75 1.2 69.9 0.5 2„ 3.25 2.0 82.6 0.9 2'/z" 3.75 3.0 95.3 1.4 3„ 4.25 4.5 108.0 2.0 4„ 5.00 8.5 1270 3.9 5„ 5.50 13.5 139.7 6.1 6„ 6.50 18.5 165.1 8.4 8„ 7.75 36.5 196.9 16.6 10" 9.00 60.0 228.6 272 12" 10.00 67.0 254.0 30.4 _ Coatings • Orange - Non -Lead (Standard) • Fire Brigade Red - Non -Lead (Optional) • Hot Dipped Zinc Galvanized (Optional) PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes: May 2010 - 9 Technical Data Sheet: TFP1810 Date: September 2004 aGrinnell by Tyco Fire Suppression & Building Products Steel Fitting Specifications • Cast - Ductile Iron: According to ASTM A-536 Grade 65-45-12 • Fabricated - Carbon Steel: According to ASTM A-53 Grade B • Sizes V/4" - 6" Schedule 40 • Sizes 8" - 12" Schedule 30 FITTINGS Fire Protection Grooved Products @ Lq ;--CtoE - -I FM T------ VdS ® CtoE For Fire Protection Pressure Rating and Listing /Approval information contact Tyco Fire Suppression 8 Building Products. Nominal C to E Appx. Wt. Size Inches Lbs, MM kg 1'/4" 2.75 1.4 69.9 0.6 2.75 1.8 69.9 0.8 2„ 3.25 2.7 82.6 1.2 2'/z" 3.75 5.8 95.3 2.6 3„ 4.25 7.0 108.0 3.2 4„ 5.00 11.8 127.0 5.4 5„ 5.50 17.0 139.7 7.7 6„ 6.50 26.0 165.1 11.8 8„ 7.75 45.0 196.9 1 20.4 10" 9.00 72.1 228.6 32.7 12" 10.00 92.5 254.0 42.0 outings • Orange - Non -Lead (Standard) • Fire Brigade Red - Non -Lead (Optional) • Hot Dipped Zinc Galvanized (Optional) PROJECT•• •APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes: May 2010 -16 Technical Data Sheet: TFP1810 Date: September 2004 aGrinnell by Tyco Fire Suppression & Building Products U� �C FM uds For Fire Protection Pressure Rating and Listing I Approval information contact Tyco Fire Suppression & Building Products. Steel Fitting Specifications_ • Cast - Ductile Iron: According to ASTM A-536 Grade 65-45-12 • Fabricated - Carbon Steel: According to ASTM A-53 Grade B • Sizes 1'14" — 6" Schedule 40 • Sizes 8" — 12" Schedule 30 FITTINGS Fire Protection Grooved Products E to E NPT Figure 260 Cap with Tap Size %' Tap 1" Tap 2 • • 2'/2 . • 3 • • 4 5 • 6 • • 8 • • Coatings • Orange — Non -Lead (Standard) • Fire Brigade Red — Non -Lead (Optional) • Hot Dipped Zinc Galvanized (Optional) PROJECTO. •APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes: May 2010 -18 CAST IRON THREADED FITTINGS - .•.Nwr, Class 125 (Standard) ❑FIGURE 351 90° Elbow Address: 2999 South Colorado Blvd., Denver, CO 80222 Size A ❑ Not approved B Remarks: Unit Weight Black Notes 2: ." B --------- ----r------ '- - I BI IA - -----______L_____ I I NPS QN in rnm in MM lbs k 1/4 8 1/2 13 13/16 22 0.16 0.07 3/9 10 9/16 14 15/16 24 0.25 0.11 /2 15 "hs 17 1'/8 29 0.40 0.18 3/4 20 13/16 22 115/16 33 0.60 0.27 1 25 's/16 24 11/2 38 0.92 0.42 11/4 32 11/8 29 13/4 44 1.44 0.65 11/2 40 15/16 33 115/16 49 1.95 0.88 2 50 19/16 40 21/4 57 3.13 1.42 2'/2 65 173/16 47 21'/16 68 4.94 2.24 3 80 23/16 56 3'/e 79 7.21 3.27 31/2 90 2'/16 62 3'/16 87 9.67 4.39 4 100 271/16 68 313/16 98 12.17 5.52 5 125 35/16 84 4'/2 114 21.46 9.73 6 150 3'/6 98 5'/8 130 31.33 14.21 8 200 53/16 132 69/16 167 64.56 29.28 Note: See following pace for pressure -temperature ratings. PROJECTI' Project: Wellshire Presbyterian Church Approved Address: 2999 South Colorado Blvd., Denver, CO 80222 E] Approved as noted Contractor: Integrity Fire Safety Services Phone: 303.557.1820 ❑ Not approved Engineer: Remarks: Submittal Date: May 8, 2018 Notes 1: Notes 2: PF -6.13 CAST IRON THREADED FITTINGS°AIWIL Class 125 (Standard) ❑FIGURE 358 Tee Address: 2999 South Colorado Blvd., Denver, CO 80222 Size p ❑ Not approved R Remarks: Unit Weight Black .:s K. a A e NPS ON in rnm in mm lbs k 'l4 8 'l2 13 73/16 22 0.22 0,10 3/s 10 5/8 16 1 25 0.35 0.16 1/2 15 11/16 17 1'/8 29 0.56 0.25 3/4 20 13/16 22 15/16 33 0.84 0.38 1 25 15/16 24 11/2 38 1.25 0.57 11/4 32 1'/8 29 1'A 44 2.03 0.92 11/2 40 15/16 33 115/16 49 2.70 1.22 2 50 19/16 40 21/4 57 4.23 1.92 21/2 65 113/16 47 211/16 68 6.67 3.02 3 80 23/16 56 3'/8 79 10.00 4.54 31/2 90 2'/16 62 3'h6 87 13.29 6.03 4 100 2"/16 68 33/4 95 16.33 7.41 5 125 35/16 84 41/2 114 27.33 12.39 6 150 3'/8 98 5'/s 130 40.85 18.53 8 200 53/16 132 1 69/16 167 79.00 35.83 Nate: See following page for pressure -temperature ratings. PROJECT INFORMATION Project: Wellshire Presbyterian Church APPROVAL STAMP E]Approved Address: 2999 South Colorado Blvd., Denver, CO 80222 ❑ Approved as noted Contractor: Integrity Fire Safety Services Phone: 303.557.1820 ❑ Not approved Engineer: Remarks: Submittal Date: May 8, 2018 Notes 1: Notes 2: Nh-l1.1b CAST IRON THREADED FITTINGS`' p �J�ewrewrvaxea Class 125 (Standard) ❑FIGURE 367' Concentric Reducer APPROVAL STAMP ❑ Approved rBA -- - [:]Approved as noted Contractor: Integrity Fire Safety Services Phone: 303.557.1820 ❑ Not approved Engineer: Remarks: Size Notes 1: Notes 2: A B* Unit Weight Black NPS ON NPS DN in MM in mm lbs k 3Ja 20 1/2 15 5/8 16 19/16 40 0.40 0.18 1 25 1/2 (Hex) 15 3/4 (Hex) 20 "h6 '/16 17 11 111/16 11/2 43 38 0.54 0.24 0.63 0.29 11/4 32 1/2 15 3/4 20 1 25 9/16 1 15/16 14 25 24 15/8 21/8 21/8 41 54 54 0.84 0.38 0.90 0.41 1.07 0.49 11/2 40 1/2 15 3/4 20 1 25 11/4 32 1/2 1/2 1/2 1 13 13 13 25 15/8 15/8 13/4 21/4 41 41 44 57 1.00 0.45 1.20 0.54 1.50 0.68 1.45 0.66 2 50 1/2 15 3/4 20 1 25 V/4 32 11/2 40 'l8 314 3/4 13/16 7l8 16 19 19 22 22 2 2 2 21/8 23/16 51 51 51 54 56 2.00 0.91 1.90 0.86 1.83 0.83 1.78 0.81 1.98 0.90 21/2 65 1'12 40 2 50 3/4 1 19 25 2 29/16 51 65 3.10 1.41 2.98 1.35 3 80 3/4 20 2 50 21/2 65 15/16 11/16 15/16 24 27 24 21/2 23/4 213/16 64 70 73 4.31 1.95 3.96 1.80 4.40 2.00 4 100 2 50 21/2 65 3 80 13/16 13/16 11/16 30 30 27 21'/18 31/8 31/8 75 79 79 6.50 2.95 7.78 3.53 7.01 3.18 5 125 4 100 11/16 27 3'/16 84 10.48 4.75 6 150 4 100 5 125 11/8 11/8 29 29 37/16 39/16 87 90 13.83 6.27 15.53 7.04 8 200 6 150 11/4 32 3'/8 98 29.10 13.20 Dimension "B" does net conform to ASME standard. Note: See foiiowwing page for pressure -temperature ratings. PROJECT INFORMATION Project: Wellshire Presbyterian Church APPROVAL STAMP ❑ Approved Address: 2999 South Colorado Blvd., Denver, CO 80222 [:]Approved as noted Contractor: Integrity Fire Safety Services Phone: 303.557.1820 ❑ Not approved Engineer: Remarks: Submittal Date: May 8, 2018 Notes 1: Notes 2: PF -12.14 °'69(Formerly s: i 300) AdjustableRing, Tapped PerNFPA Standard -!5 Size Range:'/2" through 8" Material: Carbon steel Finish: Strap is Pre -Galvanized Zinc Material. Nut is Zinc Plated. Service: Recommended for suspension of non -insulated stationary pipe line. Maximum Temperature: 450° F Approvals: Complies with Federal Specification A -A -1192A (Type 10), WW -H -171-E (Type 10), and ANSI/MSS SP -58 (Type 10). UL Listed and FM Approved (Sizes 3/4" - 8"). Features: • 1/2" - 2" sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1/2" through 6' sizes. The capture is permanent in the bottom portion of the band, allowing the hanger to be opened during installation if desired, but not allowing the nut to fall completely out. Ordering: Specify size, figure number and name. Non -captured nut also available upon request. � �A� F B II I� G 1/2" through 1" pipe 1'/4" through 2" pipe 2'/2" through 8" pipe FIG. 69: DIMENSIONS (III) * LOADS (LBS) . WEIGHT HT (L 5) Pipe Size Max Load Weight Rod ASize C F Width 1/2 300 0.10 % 2% 2 19/6 5/8 3/4 0.10 23/4 11/8 15/16 1 0.10 29/6 111/6 1 11/4 0.10 2% 13/4 1/8 23/4 11/8 11/2 0.10 2 0.11 31/4 2% 11/8 21/2 525 0.20 4 23/4 15/16 3/4 3 0.20 313/,6 215/,6 13/,6 4 650 0.30 411/16 313/16 1 19/s 55/s 4% 5 1,000 0.54 1/2 6 0.65 611/6 59/16 21/4 8 1.00 89/16 79/s 1 3'/4 '/z" through 2' Size Rounded Edge Design C Ul us FM LISTED APPROVED 21/2" through 8" Size PROJECTr• iAPPROVAL Project: Wellshire Presbyterian Church ❑Approved Address: 2999 South Colorado Blvd., Denver, CO 80222 ❑Approved as noted Contractor: Integrity Fire Safety Services Phone: 303.557.1820 []Not approved Engineer: Remarks: Submittal Date: May 8, 2018 Notes 1: Notes 2: PH -1.18 Fig..'146(Formerly Afcon Fig. 650) Size Range:'/4' through 1/i' Stocked in six, ten, and twelve foot lengths. Other even foot lengths can be furnished to order. Material: Carbon steel or Stainless Steel Gr 304 Threads: National Coarse (USS), rod threaded complete length. Finish: ❑ Plain or E] Zinc Plated (Hot -Dip Galvanized optional) Maximum Temperature: Zinc Plated 450°F, Stainless Steel 650° F Approvals: Complies with MSS SP -58. Ordering: Specify rod diameter and length, figure number, name and finish. Note: The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. Length Nlu1�N1�1��PRi1���11�1��1u111�1����11u���N�1�1i�1N��n�i1�11hu1 FIG. 146: DIMENSIONS (IN) * LOADS (LBS) * WEIGHTS (LBS) Rad Size A Threads flax Load per Inch 650° F Weight per Ft. 1/4 20 240 0.12 % 16 730 0.30 1/2 13 1,350 0.53 5/8 11 2,160 0.84 3/4 10 3,230 1.20 7/8 9 4,480 1.70 1 8 5,900 2.30 11/4 7 9,500 3.60 1'/2 6 13,800 5.10 PROJECT INFORMATION APPROVAL Project: Wellshire Presbyterian Church ❑Approved Address: 2999 South Colorado Blvd., Denver, CO 80222 E] Approved as noted Contractor: Integrity Fire Safety Services Phone: 303.557.1820 ❑ Not approved Engineer: Remarks: Submittal Date: May 8, 2018 Notes 1: Notes 2: PH -1.18 ME TM RASC0f1e,,:,, RASCOFLEX Flexible Sprinkler with Fittings RASCOFLEX flexible sprinkler fittings are intended to connect the branch line to the sprinkler head by utilizing a flexible stainless steel hose assembly and steel bracket assembly. RASCOFLEX is suitable for use in suspended and hard ceiling applications such as T -Bar ceiling grids, wood, metal stud, or hat furring channel hard lid ceilings. Every package contains one (1) fully assembled stainless steel flexible sprinkler system complete with hose, branch line connection and sprinkler connection as well as the pre - assembled bracket assembly to attach to the ceiling. RASCOFLEX drops are designed for use in hydraulically intended wet, deluge, pre -action or dry sprinkler systems per NFPA 13, 13R, and 13D guidelines. SYSTEM COMPONENTS - Stainless Steel Flexible Sprinkler Hose Pre -assembled unbraided or braided stainless steel flexible hose Available Hose Lengths in - 24" (610mm), 31" (790mm), 40" (1020mm), 48" (1220mm), 60" (1520mm), 72" (1800mm) - Optional factory installed sprinkler head Inlet Branch Connection (Nipple) - 1" (25mm) NPT/ BSPT connected to rigid branch pipe Outlet Connection to Sprinkler Head (Reducer) - 1/2" and 3/4" Outlet Fittings Available Lengths of Straight Fittings — 4.3" (110mm), 5.3" (135mm), 6.1" (155mm), 11.8" (300mm) Available Lengths of 90° Elbow Fittings —4.3" (110mm), 6.1" (155mm) NOTE: Typically the shorter 9V elbow is used with concealed sprinklers whereas the longer 90" elbow is used with recessed pendent sprinklers. The 6.1" (155mm) straight fitting is standard nipple. Flexible Sprinkler Hose Bracket Assembly • Pre -assembled Mounting Bracket Assembly • Bar stock in length — 24" (610mm) / Center open gate bracket / Two side brackets available in lengths • 48" bracket is also available as special order STANDARDS & APPROVALS National Fire Protection Association — NFPA • NFPA 13: Standard for the installation of sprinkler systems • NFPA13D: Standard for the installation of sprinkler systems in one & two family dwellings & manufactured homes • NFPA13R: Standard for installation of sprinkler systems in residential occupancies up to & including four stories in heights American Society for Testing & Methods — ASTM • ASTM C635: Standards specifications for the manufacture, performance & testing of metal suspension systems for acoustical tile & lay -in panel ceilings • ASTM C636: Standards practice for installation of metal ceiling suspension systems for acoustical tile & lay -in panels International Building Code (IBC) Section 1621 & American Society of Civil Engineering (ASCE) 7.9.6.2.6.2. & 9.6.2.6.2.2. Factory Mutual, FM Class No. 1637 Underwriter's Laboratories, Inc., UL 2443 Maximum Working 200 psi (13.79 bar) Minimum Bending 3" (76mm) - UL / 7" (178mm) - FM Pressure 175 psi (12.07 bar) Radius Do NOT bend within 2.5" Isolation Ring UL & FM Reducers: 1/2" or 3/4" 63.5mm, frorn each nut of hose Maximum Working Temperature 300°F (149°C) Maximum Number of Bends See Friction Loss Chart Inlet/Branch Line 1" NPT 1/2" Outlet 5.6 gpm (21.2 I/min) Connections K Factor Outlet/Reducer 1/2" or 3/4° NPT 3/4" Outlet 14.0 gpm (53 I/min) Flexible Hose AISI Type 304 Stainless Steel Braid (When used) AISi Type 304 Stainless Steel Nut & Nipple Zinc Plated Carbon Steel Gasket Seal EPDM Isolation Ring Nylon 66 Reducers: 1/2" or 3/4" Zinc Plated Carbon Steel Bar Stock Zinc Plated SGCC Steel Brackets: Center & Side Zinc Plated SPCC Steel UNBRAIDED FLEXIBLE HOSE f:� r 1 Flexible Hose /Bellow , 2 Isolation Ring 3 Gasket 4 Nut 5 Branch Line Nipple (1") 6 Reducer BRAIDED FLEXIBLE HOSE UL FRICTION LOSS DATA - BRAIDED FLEXIBLE HOS &us Len . . Flexible 24 1 Flexible Hose / Bellow €_ 2 Isolation Ring Straight 14.0 (200) 300°F (149°C) 175 (12.07) 3 Gasket 4 Nut 5.6(80) 5 Branch Line Nipple (1") J 6 7 Reducer Braid 3/4 8 Welded Collar Fitting UL FRICTION LOSS DATA - BRAIDED FLEXIBLE HOS &us Len . . Flexible 24 s_r 1/2 Straight Sprinkler fTemperature 5.6(80) 1! Maximum Equivalent . . . . Ambient Working E' h. o Pipe .. Bend Radius 300°F (149°C) 175 (12.07) 2 10 (3) 3/4 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 2 13 (4) 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 3 14(4.3) 31 3/4 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 3 16(3.9) 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 4 21(6.4) 40 3/4 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 4 23 (7) 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 4 24(7.3) 48 3/4 Straight 14.0 (200) 300-F (149°C) 175 (12.07) 4 26(7.9) 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 4 25(7.6) 60 3/4 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 4 30(9.1) 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 5 36 (11) 72 3/4 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 5 33 (10.1) FLEXIBLE HOSE BEND CHARACTERISTICS ONE BEND TWO BENDS THREE BENDS / \ � ft imum radius 2x Min bend Minimum radius bend radius OR OR 90° %radius %radius Mmum beMadiusbe bend radius UL FRICTION LOSS DATA -UNBRAIDED FLEXIBLE HOSE c@us 24 112 Straight 5.6(80) 300°F (149°C) 175 (12.07) 2 21 (6.4) 314 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 2 29(8.8) 31 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 2 28(8.5) 3/4 Straight 14.0 (200) 300-F (149°C) 175(12.07) 2 32(9.7) 40 1/2 — Straight ----- 5.6(80) -- 300°F (149°C) 175 (12.07) 3 45 (12.5) 3/4 Straight 14.0 (200) 300°F (149°C) - - - --- 175 (12.07) -- --- 3 - — ---- 52 (15.8) 48 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 3 53 (16.1) 3/4 Straight 14.0 (200) 300°F (149°C) 175 (12.07) 3 59 (18.0) 60 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 3 61 (18.6) 3/4 Straight 14.0 (240) 300°F (149°C) 175 (12.07) 3 63(19.2) 1/2 Straight 5.6(80) 300°F (149°C) 175 (12.07) 3 65 (19.8) 72 3/4 Straight 14.0 (200) _ _ 300°F (149°C) ------ 175(12.07) ---- 3 - - - 75 (22.9) UL NOTES: • Available data for use with 6.1" straight reducers. • Sprinkler K -Factor: 5.6 for 1/2 -inch reducer and 14.0 for 3/4 -inch reducer • Differences in data between braided and unbraided flexible hoses are due to the construction of hose. • RASCOFLEX flexible hose systems have been tested and approved by Underwriter's Laboratories, Inc. for use in wet and dry systems per NFPA 13, 13D, 13R and UI -2443. FM FRICTION LOSS DATA - BRAIDED FLEXIBLE HOS .! APPRWM Maximum Maximum Maximum Equivalent Length sNumbers Sprinkler s • e ' o FlexibleF' Bends K -Factor s ® s s 1 Pipe Bend Radius 1/2 Straight 5.6(80) 300°F (149°C) 200 (13.79) 1 9.7 (2.9) 24 1/2 90° Elbow 5.6(80) 300°F (149°C) 200 (13.79) 0 11.5 (3.5) 3/4 Straight 14.0 (200) - 300°F (149°C) 200 (13.79) -- - 1 9.9(3) 3/4 90° Elbow 14.0 (200) 300°F (149°C) 200 (13.79) 0 1-0.2 (3.1) 1/2 Straight 5.6(80) 300°F (149°C) 200 (13.79) 2 12.4 (3.8) 31 1/2 90° Elbow 5.6(80) 300°F (149°C) 200 (13.79) 2 15.8 (4.8) 3/4 Straight 14.0 (200) 300°F (149°C) 200 (13.79) 2 13.7 (4.1) 3/4 90° Elbow 14.0 (200) 300°F (149°C) 200 (13.79) 2 14.5 (4.4) 1/2 Straight 5.6(80) 300°F (149°C) 200 (13.79) 2 15.9 (4.8) 40 1/2 90' Elbow 5.6(80) 300°F (149°C) 200 (13.79) 2 21.6 (6.6) 3/4 Straight 14.0 (200) 300°F (149°C) 200 (13.79) 2 18.5 (5.6) 3/4 90° Elbow 14.0 (200) 300°F (149°C) 200 (13.79) 2 20 (6) 1/2 Straight 5.6(80) 300°F (149°C) 200 (13.79) 3 19.0 (5.8) 48 1/2 90° Elbow 5.6(80) 300°F (149°C) 200 (13.79) 3 25.9 (7.9) 3/4 Straight 14.0 (200) 300°F (149°C) 200 (13.79) 3 22.7 (6.9) 3/4 90'° Elbow 14.0 (200) 300°F (149°C) 200 (13.79) 3 24.8 (7.5) 1/2 Straight 5.6(80) 300°F (149°C) 200 (13.79) 4 23.7 (7.2) 60 1/2 90° Elbow 5.6(80) 300°F (149°C) 200 (13.79) 4 33.1 (10) 3/4 Straight 14.0 (200) 300°F (149°C) 200 (13.79) 4 29.1 (8.8) 3/4 900 Elbow 14.0 (200) 300°F (149°C) 200 (13.79) 4 32.2 (9.8) 1/2 Straight 5.6(80) 300°F (149°C) 200 (13.79) 4 28.4 (8.6) 1/2 90° Elbow 5.6(80) 300°F (149°C) 200 (13.79) 4 40.4 (12.3) 72 3/4 Straight 14.0 (200) 300°F (149°C) 200 (13.79) 4 35.5 (10.8) 3/4 90° Elbow 14.0 (200) 300°F (149°C) 200 (13.79) 4 39.5 (12) FM NOTES, • RASCOFLEX flexible hose systems have been tested and approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13D, 13R, and FM data sheets 2-0, 2-5 and 2-8 on FM1637. • Sprinkler K -Factor: 5.6 for 1/2 -inch reducer and 14.0 for 3/4 -inch reducer • Differences in equivalent lengths are due to varying test methods, per FM 1637 standards. • Above data of friction loss for use with 6.1" straight reducers. a'v Q0 11 0 cn N R 00 Reliable Automatic Sprinkler Co., Inc. • Manufacturer & Global Distributor of Fire Protection Products wwim. e i i ri ler.com 1.800,431A588 x Hydraulic Calculations for Project Name: SPRINT STORE Location: 3795 WADSWORTH BLVD, WHEAT RIDGE, CO 80033, Drawing Name: 15741950 SPK Design Remote Area Number: 1 Remote Area Location: SPRINT STORE Occupancy Classification: Ordinary Group II Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: In -rack Demand: Hose Streams: 0.20gpm/ft2 1500ft2 (Actual 992ft2) 156ft2 Pendent 12 N/A gpm at Node: 250.00 at Node: N/A 210 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 210: 627.14 @ 67.213 Type of System: Volume of Dry or PreAction System: N/A for Node: 210 Date: SEPTEMBER 20, Location: 39TH AND WADSWORTH Source: WHEAT RIDGE WATER Name of Contractor: INTEGRITY FIRE SAFETY SERVICES Address: 999 18TH STREET - SUITE 3000, DENVER, CO 80202 Phone Number: 720-788-6925 Name of designer: Authority Having Jurisdiction: WEST METRO Notes: Automatic peaking results Left: 78.375 Right: 72.213 Calculation Date: 1/16/2019 Allowance at Source k,@ M.E.P.CAD, Inc. 01 AutoSPRINK 2018 v14.3.10.0 1 1/16/2019 8:36:06AM Page 1 G % \ \ � � \ / 0 t$ S G 2 m e G 9 R R 2 ° e ± � ° . -ai _aJd \ \ � @ � / / 0 cn C5 / E2 k §Z � m ` \ / Z / / / / / / / / / \ \ o�\ 7 \ \ Z % 2 / e e / % % \ ) )` § \ \\ ,\ o V %\ o \ / \ § (_o ,\ e f / f :§-4 '23 (n / 7 § ) } } E / (� ° \ \ $ G % \ \ � � \ / 0 t$ S G 2 m e G 9 R R 2 ° e ± � ° . -ai _aJd \ \ � @ � Silii mart' Of Out#)Owing devices Job Number: 1 Report Description: Ordinary Group II (1) Device Actual Flow m Minimum Flow m K -Factor (K(psi) Pressure Sprinkler 301 Sprinkler 302 Sprinkler 303 Sprinkler 304 31.20 31.20 31.20 31.21 31.20 31.20 31.20 31.20 5.6 5.6 5.6 5.6 31.041 31.042 31.044 31.052 Sprinkler 305 31.33 31.20 5.6 31.297 Sprinkler 306 31.33 31.20 5.6 31.304 Sprinkler 307 31.34 31.20 5.6 31.324 Sprinkler 308 31.37 31.20 5.6 31.370 Sprinkler 309 31.71 31.20 5.6 32.070 Sprinkler 310 31.72 31.20 5.6 32.079 Sprinkler 311 31.74 31.20 5.6 32.131 Sprinkler 312 31.79 31.20 5.6 32.233 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. gIl AutoSPRINK 2018 v14.3.10.0 1/16/2019 8:36:17AM Paoe 3 Job Name: SPRINT STORE Remote Area Number: 1 Date: 1/16/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 210 Water Supply 84.600 67.500 1 1530.00 81.316 627.14 67.213 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 210 -3'-6 Supply 67.213 377.14 301 8'-0 Sprinkler 31.041 31.20 302 8'-0 Sprinkler 31.042 31.20 303 8'-0 Sprinkler 31.044 31.20 304 8'-0 Sprinkler 31.052 31.21 305 8'-0 Sprinkler 31.297 31.33 306 8'-0 Sprinkler 31.304 31.33 307 8'-0 Sprinkler 31.324 31.34 308 8'-0 Sprinkler 31.370 31.37 309 8'-0 Sprinkler 32.070 31.71 310 8'-0 Sprinkler 32.079 31.72 311 8'-0 Sprinkler 32.131 31.74 312 8'-0 Sprinkler 32.233 31.79 201 16'-6 38.169 202 16'-6 38.508 203 16'-6 39.530 204 16'-6 53.820 205 16'-6 53.939 206 16'-6 54.323 &@ M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10. 1/16/2019 8:36:19AM Page 4 Job Name: SPRINT STORE Remote Area Number: 1 Date: 1/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 207 16'-6 55.144 208 16-6 58.288 209 -3'-6 67.132 211 16'-6 38.171 212 16-6 38.517 213 16'-6 39.549 214 16'-6 38.174 215 16'-6 38.543 216 16-6 39.610 217 16-6 38.184 218 16-6 38.604 219 16'-6 39.745 220 16'-6 38.174 221 16-6 38.174 222 16-6 38.174 223 16-6 38.174 &© M.E.P.CAD, Inc. �JAutoSPRINK 2018 v14.3.10. 1/16/2019 8:36:19AM Page 5 Job Name: SPRINT STORE Remote Area Number: 1 Date: 1/16/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Foot (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 301 8'-0 5.6 31.20 1 (See Notes)Sprinkler, T-6 120 31.041 ..... Route 1 T(5'-0), fd(24'-0) 29'-0 0.296253 -3.685 201 16'-6 31.20 1.0490 36'-6 10.813 201 16'-6 1'/2 10'-0 120 38.169 202 16-6 29.83 1.61000.033853 10'-0 0.339 202 16-6 31.33 1'/2 8'-0 120 38.508 Flow (q) from Route 5 203 16'-6 61.16 1.61000.127759 8'-0 1.022 203 16'-6 31.71 1'/2 (See Notes) 43'-8 120 39.530 Flow (q) from Route 9 PO(8'-0) 8'-0 0.276705 204 16-6 92.87 1.6100 51'-8 14.291 204 16-6 3 13'-4 120 53.820 205 16'-6 92.87 3.26000.008910 13'-4 0.119 205 16-6 93.22 3 11'-11 120 53.939 Flow (q) from Route 2 206 16-6 186.10 3.26000.032233 11'-11 0.384 206 16'-6 94.35 3 11'-11 120 54.323 Flow (q) from Route 3 207 16'-6 280.44 3.26000.068833 11'-11 0.820 207 16'-6 96.70 3 (See Notes) 6'-3 120 55.144 Flow (q) from Route 4 T(20'-2) 20'-2 0.119075 208 16-6 377.14 3.2600 26-5 3.145 208 16-6 6 (See Notes) 20'-0 120 58.288 E(17'-7) 17'-7 0.004606 8.671 209 4-6 377.14 6.3570 37'-7 0.173 209 -3'-6 8 (See Notes) 60'-0 140 67.132 E(30'-6'/2), S 30'-6'/2 0.000897 210 4-6 377.14 8.3900 901-61/2 0.081 250.00 67.213 Hose Allowance At Source Total(Pt) Route 1 210 627.14 © M.E.P.CAD, Inc. � AutoSPRINK 2018 v14.3.10.0 1 1/16/2019 8.36:22AM Page 6 Job Name: SPRINT STORE Remote Area Number: 1 Date: 1/16/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices EquiLength (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 302 8'-0 5.6 31.20 1 (See Notes) 7'-6 120 31.042 ••••• Route 2••••• Sprinkler, T(5'-0), fd(24'-0) 29'-0 0.296266 -3.685 211 16-6 31.20 1.0490 36-6 10.814 211 16'-6 1'/z 10'-0 120 38.171 212 16-6 30.17 1.61000.034569 10'-0 0.346 212 16'-6 31.33 1'/z 8'-0 120 38.517 Flow (q) from Route 6 213 16'-6 61.50 1.61000.129088 8'-0 1.033 213 16-6 31.72 1'/2 (See Notes) 43'-8 120 39.549 Flow (q) from Route 10 PO(8'-0) 8'-0 0.278624 205 16'-6 93.22 1.6100 51'-8 14.390 53.939 Total(Pt) Route 2 303 8'-0 5.6 31.20 1 (See Notes)Sprinkler, T-6 120 31.044 • • • • • Route 3 T(5'-0), fd(24'-0) 29'-0 0.296284 -3.685 214 16'-6 31.20 1.049036'-6 10.814 214 16-6 0.06 1'/2 10'-0 120 38.174 Flow (q) from Route 15 215 16-6 31.26 1.61000.036917 10'-0 0.369 215 16'-6 31.34 1'/z 8'-0 120 38.543 Flow (q) from Route 7 216 16-6 62.61 1.61000.133395 8'-0 1.067 216 16-6 31.74 1'/2 (See Notes) 43'-8 120 39.610 Flow (q) from Route 11 PO(8'-0) 8'-0 0.284884 206 16'-6 94.35 1.6100 51'-8 14.713 54.323 Total(Pt) Route 3 304 8'-0 5.6 31.21 1 (See Notes)Sprinkler, 7'-6 120 31.052 ••••• Route 4••••• T(5'-0), fd(24'-0) 29'-0 0.296352 -3.685 217 16'-6 31.21 1.049036'-6 10.817 217 16'-6 2.33 1'/z 10'-0 120 38.184 Flow (q) from Route 13 0.042044 218 16-6 33.54 1.6100 10'-0 0.420 & © M. E. P. CAD, Inc. "411 AutoSPRINK 2018 v14.3.10.0 1 1/16/2019 8:36:22AM Page 7 Job Name: SPRINT STORE Remote Area Number: 1 Date: 1/16/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gs)tep Nominal ID Fittings 8 Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 218 16-6 31.37 1'/z 8'-0 120 38.604 Flow (q) from Route 8 219 16-6 64.90 1.61000.142602 8'-0 1.141 219 16'-6 31.79 1'/ (See Notes) 43'-8 120 39.745 Flow (q) from Route 12 PO(8'-0) 8'-0 0.298152 207 16-6 96.70 1.6100 51'-8 15.398 55.144 Total(Pt) Route 4 305 8'-0 5.6 31.33 1 (See Notes)Sprinkler, T-6 120 31.297 • • • • • Route 5 T(5'-0), fd(24'-0) 29'-0 0.298513 -3.685 202 16-6 31.33 1.0490 36-6 10.896 38.508 Total(Pt) Route 5 306 8'-0 5.6 31.33 1 (See Notes)Sprinkler, T-6 120 31.304 ..... Route 6 T(5'-0), fd(24'-0) 29'-0 0.298573 -3.685 212 16-6 31.33 1.0490 36'-6 10.898 38.517 Total(Pt) Route 6 307 8'-0 5.6 31.34 1 (See Notes)---- T-6 120 31.324 • • • • • Route 7 Sprinkler, T(5'-0), fd(24'-0) 29'-0 0.298749 -3.685 215 16'-6 31.34 1.049036'-6 10.904 38.543 Total(Pt) Route 7 308 8'-0 5.6 31.37 1 (See Notes) T-6 120 31.370 ..... Route 8 Sprinkler, T(5'-0), fd(24'-0) 29'-0 0.299158 -3.685 218 16-6 31.37 1.0490 36-6 10.919 38.604 Total(Pt) Route 8 309 8'-0 5.6 31.71 1 (See Notes) T-6 120 32.070 • • • • • Route 9 Sprinkler, T(5'-0), fd(24'-0) 29'-0 0.305329 -3.685 203 16'-6 31.71 1.0490 36'-6 11.144 39.530 Total(Pt) Route 9 310 8'-0 5.6 31.72 1 (See Notes)Sprinkler, T- 61/2 120 32.079 ..... Route 10 T(5'-0), fd(24'-0) 29'-0 -3.685 213 16'-6 31.72 1.049036'-6Y20.305407 11.155 39.549 Total(Pt) Route 10 & © M.E.P.CAD, Inc. 111 AutoSPRINK 2018 04.3.10.0 1 1/16/2019 8:36:22AM Page 8 Job Name: SPRINT STORE Remote Area Number: 1 Date: 1/16/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gs)tep Nominal ID Fittings & Devices Equiv. F Both (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Len th Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting g (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total) (Foot) Friction(Pf) 311 8'-0 5.6 31.74 1 (See Notes)Sprinkler, T-6 120 32.131 ..... Route 11 T(5'-0), fd(24'-0) 29'-0 0.305865 -3.685 216 16-6 31.74 1.049036'-6 11.164 39.610 Total(Pt) Route 11 312 8'-0 5.6 31.79 1 (See Notes)Sprinkler, T-6 120 32.233 ..... Route 12 T(5'-0), fd(24'-0) 29'-0 0.306765 -3.685 219 16-6 31.79 1.0490 36-6 11.197 39.745 Total(Pt) Route 12 211 16-6 30.17 1'/z (See Notes)8'-0 32'-4 120 38.171 ..... Route 13 Flow (q) from Route 2 PO(8'-0) 0.000067 220 16-6 1.03 1.6100 40'-4 0.003 220 16'-6 1.37 3 11'-11 120 38.174 Flow (q) from Route 14 221 16-6 2.40 3.26000.000010 11'-11 0.000 221 16-6 3 (See Notes) 11'-11 120 38.174 PO(20'-2) 20'-2 0.000010 222 16-6 2.33 3.2600 32'-1 0.000 222 16-6 1'/z 32'-4 120 38.174 217 16-6 2.33 1.61000.000304 32'-4 0.010 38.184 Total(Pt) Route 13 201 16'-6 29.83 1'/z (See Notes)8'-0 32'-4 120 38.169 ..... Route 14 Flow (q) from Route 1 PO(8'-0) 0.000113 223 16'-6 1.37 1.6100 40'-4 0.005 223 16-6 3 13'-4 120 38.174 0.000004 220 16-6 1.37 3.2600 13'-4 0.000 38.174 Total(Pt) Route 14 221 16-6 1'/z (See Notes)8'-0 32'-4 120 38.174 ..... Route 15 PO(8'-0) 214 16-6 0.06 1.61000.000000 40'-4 0.000 38.174 Total(Pt) Route 15 L, © M.E.P.CAD, Inc. ilfi AutoSPR INK 2018 v14.3.10.0 1 1/16/2019 8:36:22AM Page 9 Job Name: SPRINT STORE Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter ) Date: 1/16/2019 Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.3_3 _ _ 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'A° Elbow Eel 22%' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap /{ © M. E. P. CAD, Inc. "jjj AutoSPRINK 2018 v14.3.10.0 1 1/16/2019 8:36:22AM Page 10 4� Ell 1,7 7 105.3.1 Construction permits shall automatically become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. 105.3.3 Occupancy prohibited before approval. The building or structure shall not be occupied prior to the fire code official Issuing a permit and conducting associated inspections indicating the applicable provisions of this code have been met. 105.3.5 Posting the permit. Issued permits shall be kept on the premises designated therein at all times and shall be readily available for inspection by the fire code official. 105.3.6 Compliance with code, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give aiuthority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the fire code official from requiring the correction of errors in the construction documents and other data. Any addition to or alteration of approved construction documents shall be approved in advance by the fire code official, as evidenced by the issuance of a new or amended permit. 105.3.8 Validity of permit. The issuance, or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permlit based on construction documents, operational documents and other data shall not prevent the fire code official from requiring correction of errors in the documents or other data. 105.4.4 Construction documents approved by the fire code official are approved with the intent that such construction documents comply in all respects with the applicable edition of the fire code. Review and approval by the fire code official shall ri�,,Dt relieve the applicant of the responsibility of compliance with fire code. 106.3 Whenever any installation subject to inspection prior to use is covered or concealed without having first been inispected, the fire code official shall have the authority to require that such work be exposed for inspection, 105.4.5 Amended construction documents. Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be res�bmitted for approval as an amended set of construction documents. Reguirements Durinq Construction • Permits and approved plans shall remain on site during all phases of construction. • A fire extinguisher with a minimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK OPERATIONS". • All fire alarm and suppression systems shall remain in-service while work is being performed. The Fire District shal" be notified if any existing detection or suppression system will be off line for more than 4 hours. Trash dumpsters shall be kept greater than 20 feet from any combustible materials or structures. Fire Lanes shall remain clear at all times during construction. All utilities shall be clearly marked and protected from damage by construction equipment, • Areas under construction shall have adequate protection in place to safeguard the public. • An emergency phone shall be on site and accessible at all times during construction. Either a cell phone of a landline is acceptable. Emergency contact numbers shall be posted on the front door during construction. All exit routes shall be clearly defined and posted during construction. Paths of egress shall remain clear of constru�tion material, debris, or other obstacles. * Smoking shall be prohibited except in approved areas. No smoking within 25ft of a building, or portion of a building, under construction. Signs shall be posted in accordance with Section 310. In approved areas where smoking is permitted, approved ashtrays shall be provided in accordance with Section 310. * Smoking shall be prohibited where conditions are such as to make smoking a hazard, and in spaces where flamma le or combustible materials are stored or handled. 9 Any changes to the approved plans shall be submitted to the West Metro Fire Protection District for approval. *Refer to Chapter33 'Fire Safety,During Construction and Demolitionof the IFC for all additional requirements forfie safety during construction and demolition. an; �,,gg�lgg -o- n n V ,Ng a', IMM ­om gm MINIM 0', 011 ?�LAN REVIEWER: M. Dean a ADDITIONAL REVIEW COMMENTSM - Add comment here Print name: Slanat, ire: Date: ia, . . . . . . ....... I ........... MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE 1-1/2 1 2 1 2-1/2 31" 4! STEEL PIPE EXCEPT 15-0 15-0 12-0 12-0 15-0 1 15-0 15-0 THREADED LIGHTWALL THREADED LIGHTWALL 12-0 12-0 12 12-0 NIA N/A N/A -0 STEEL PIPE 4INT ST01 13 N DENSITY TOTAL. HOSE STREAMS TOTAL HEADS FLOW[NG K. -FACTOR I TOTAL WATER REQUIRED //------DECK 17' AFF I %I^U I IRIM 401 A CC: 9211VAN P 10=18MMM AMIM-12MAMOM1 SIDE VIEW - SCALE U8 lowl .EX PIPE; CEILING 8'AFF /­­ FLOOR �90" M 'Be --0W Hanger No. 01S 111,ss Ring Top Beam C -Clamp Gasket Steel I -Beam or Bar Joist 72 7,z Model 300 Michigari Top Beam C -Clam' or Equal 5 with Lock Nut 6 R ucw T1711 B a1 "I d All Thread Rounded to Rod Nearest Inch U� /---Pipe Swivel Ring_ 7- 1-:11, Note on Plan.- Hanger Number and "A" Dimension MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE 1-1/2 1 2 1 2-1/2 31" 4! STEEL PIPE EXCEPT 15-0 15-0 12-0 12-0 15-0 1 15-0 15-0 THREADED LIGHTWALL THREADED LIGHTWALL 12-0 12-0 12 12-0 NIA N/A N/A -0 STEEL PIPE 4INT ST01 13 N DENSITY TOTAL. HOSE STREAMS TOTAL HEADS FLOW[NG K. -FACTOR I TOTAL WATER REQUIRED //------DECK 17' AFF I %I^U I IRIM 401 A CC: 9211VAN P 10=18MMM AMIM-12MAMOM1 SIDE VIEW - SCALE U8 lowl .EX PIPE; CEILING 8'AFF /­­ FLOOR �90" M 8 Welded CoUar Fitting I lu N'L U1 FRIC" TF10"N LOSS DATA BR,A.IDED FLEXIBLE HOS 111 5 o"; Now a INS' gtn"M "Vat r, upw lir MAIL X, '25401, M11 11 'r JUI, wor RE All I it 'I Awl F M 10 (3) it '7 F -j 07 Stir-aight 5 G,'� (8; C 14, 2 (8 10T 049* m"6 m 4_4 0 604i 13(4) 2 1"'), 0 7 31411 St. aiight 14,0 (2`00, �9­1,; C IT 300 F (14 11, 12 1 Stralght 5�6 (8�0) 300OF (149T) 175 (12 �.07 3 14 (43) 31 it 175 (12.07) 16 (3.i 314 Sr t''IT12111fir", 0 C) 3 14,.� t(2_1.101�.10 3-00t, - F 14 21 (6-4) "'F (1,,, 175 (12-07) 4 5ii 6 (80): 300 1/2 S, raight 40 2, 07) 175 `1 4 3i Straight 14.0(20,0) 300"F (149 C) "1 2 (80) 300"' F ('149"',C) 17 5 (11,0 7) 4 24 (7.3) 48 26 (7.9: 4, 1! 2. 4, 314 Strz itt 14.0 Oil 300 F (1, 49 7", _07) 4 111 St alght rn-,,,�,6 (801. 2 3 U 4 .07) 4 (7 M, "t, if it DO, 4 30 St 14 ..... �*F (149 �C) 314 3 17 .07"' .0(200) i - i "�F (1,49",C) (11107) 5 36(11) 1/2 Strat ht S. 6�-, (80) Or; - 9 72 175 (121.07) 3142 (200') 00"F APPLICABLE CODES AND STANDARDS.- I 2015 INTERNATIONAL BUILDING CODE" 2015 INTERNATIONAL FIRE CODES 2013 NFPA 13 4W 11 1 i- � 1 1-11111 OF I III I ii , q � � I I VMI i mlo 9 9 9 1 8th STREET SUITE 3000 DENVER, CO 80202 DRAWN BY: DAVIDDBERLEAESCO INTEGRITYRRESAFETYSERVICES.COM 303-557-1820 EXT 714 DATE: JOB NUMBER - 1/15/2019 1 15741950 SHEET NUMBER: OF 'Be --0W 2 111,ss Ring 3 Gasket 'N it 5 Branch Line N!",pple (I'") 6 R ucw B a1 "I d 8 Welded CoUar Fitting I lu N'L U1 FRIC" TF10"N LOSS DATA BR,A.IDED FLEXIBLE HOS 111 5 o"; Now a INS' gtn"M "Vat r, upw lir MAIL X, '25401, M11 11 'r JUI, wor RE All I it 'I Awl F M 10 (3) it '7 F -j 07 Stir-aight 5 G,'� (8; C 14, 2 (8 10T 049* m"6 m 4_4 0 604i 13(4) 2 1"'), 0 7 31411 St. aiight 14,0 (2`00, �9­1,; C IT 300 F (14 11, 12 1 Stralght 5�6 (8�0) 300OF (149T) 175 (12 �.07 3 14 (43) 31 it 175 (12.07) 16 (3.i 314 Sr t''IT12111fir", 0 C) 3 14,.� t(2_1.101�.10 3-00t, - F 14 21 (6-4) "'F (1,,, 175 (12-07) 4 5ii 6 (80): 300 1/2 S, raight 40 2, 07) 175 `1 4 3i Straight 14.0(20,0) 300"F (149 C) "1 2 (80) 300"' F ('149"',C) 17 5 (11,0 7) 4 24 (7.3) 48 26 (7.9: 4, 1! 2. 4, 314 Strz itt 14.0 Oil 300 F (1, 49 7", _07) 4 111 St alght rn-,,,�,6 (801. 2 3 U 4 .07) 4 (7 M, "t, if it DO, 4 30 St 14 ..... �*F (149 �C) 314 3 17 .07"' .0(200) i - i "�F (1,49",C) (11107) 5 36(11) 1/2 Strat ht S. 6�-, (80) Or; - 9 72 175 (121.07) 3142 (200') 00"F APPLICABLE CODES AND STANDARDS.- I 2015 INTERNATIONAL BUILDING CODE" 2015 INTERNATIONAL FIRE CODES 2013 NFPA 13 4W 11 1 i- � 1 1-11111 OF I III I ii , q � � I I VMI i mlo 9 9 9 1 8th STREET SUITE 3000 DENVER, CO 80202 DRAWN BY: DAVIDDBERLEAESCO INTEGRITYRRESAFETYSERVICES.COM 303-557-1820 EXT 714 DATE: JOB NUMBER - 1/15/2019 1 15741950 SHEET NUMBER: OF W, i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L /V/- // G s L Job Address: -S-711,57 Permit Number: of o L? Q j /,, i ❑ No one available for inspection: Time 1311- PM Re -Inspection required: Yes Dwo When corrections have been made, call for re -inspection at 303-234-5933 Date:_1 !//9—Inspector: DO NOT REMOVE THIS NOTICE r,7 faw.. b i ^� CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION N?T,ICE 1-101- was , r,e Inspection Type: Z4 c a - c,. 5 a)e-�� c� lac, c Job Address: 3-7 qS c. 5 t,0c r4A Cif Permit Number: D I'a C -7 Ga s L �` l Pa �- Vk ❑ No one available for inspection: Time !2 = ;)2 A 'PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 i7 / Inspector: 1 DO NOT REMOVE THIS NOTICE . At 4rk+ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:��-� LlNo one available for inspection: TimIS7 /PM Re -Inspection required: Yes'V� When corrections have been made, calif e -inspection at 303-234-5933 Date: Inspector DO NOT REMOVE THIS NOTICE CERTIFICATE OF OCCUPANCY Permit #: 201702621 1.""ICity of Date: 01/15/2019 Wheat�idge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New commercial structure (core & shell only) - 6,387 sq ft - Bldg B 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: QUADRANT WHEAT RIDGE CORNERS,ADDRESS: 981 Southpark D1, Littleton, CO 80120 CONTRACTOR/ADDRESS: Robert G. Brinkmann 3855 Lewiston St #100, Aurora, CO 80011 PROPERTY ADDRESS: 3795 Wadsworth Blvd, Wheat Ridge, CO 80033 PARCEL #: 39-262-01-014 ZONING: N U -C OCCUPANCY: TBD TYPE OF CONST: V -B OCC LOAD: N/A FOR THE FOLLOWING PURPOSE: Commercial New Structure Code Editions - 2012 ICC / 2014 NEC 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 Svrinklered• No i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3% g S` 14) a dswv Ir 1ji ?,)y Permit Number: -�9 0 1-7 © `e3 agjo id` I n o 3- r�S 1: arf ❑ No one available for inspection: Time .5-3 evpm Re -Inspection required: Yes fNo) *When corrections have been made, call for re -inspection at 303 -234 - Date: 1 Ll / Inspector: DO NOT REMOVE THIS NOTICE S' i CITY OF WHEAT RIDGE BuifiinGf4nspection'b vision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INc — 4- W Ct SPECTION NOTI E Inspection Type: _301- a Job Address: a 11 o y Permit Number: p 1 G p- 3,) 6 `7 (Ul.Ua r -e_ Prar 1,r. ❑ No one available for inspection: Time = o `1 AIIPM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: f 11f L1, 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: OR c Job Address: '3-77S7 a stopf- 4 oy Permit Number: t 0- �5 / -7 ❑ No one available for inspection: Tim�-�� L) AM/PM Re -Inspection required: Yes'Q When corrections have been made, callfar re-inspec io at 303-234-5933 Date:I Inspec, DO NOT REMOVE THIS NOTICE Ll i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION N TICEr -51L/- "ovgq-T)"Mbnq C Inspection Type: 3 i 3 ' o ura A P %yr� Job Address: k/rs wo r-4,, Q l Permit Number: 'az O 18 6 3 1 L-7 v.W ❑ No one available for inspection: Time M"PM Re -Inspection required: Yes co When corrections have been made, call for re -inspection at 303-234-5933 Date: I q Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201803309 r PERMIT NO: 201803309 ISSUED: 01/07/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/07/2020 JOB DESCRIPTION: Installation of 2 signs for Sprint, one faces North and one faces South. Wall 1-33.25 sq. ft. Wall 2-33.25 sq.ft. *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L GC (303)596-6415 Tom Nguyen 060026 Tom Signs SUB (303)978-9724 Lane Treganza 020364 Lane Electric, Inc *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,420.00 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 134.82 Permit Fee 156.75 ** TOTAL ** 393.46 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Sign PERMIT - 201803309 PERMIT NO: 201803309 ISSUED: 01/07/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/07/2020 JOB DESCRIPTION: Installation of 2 signs for Sprint, one faces North and one faces South. Wall 1-33.25 sq. ft. Wall 2-33.25 sq.ft. I, by m�i'natusedohereby attestthat theworktobe performed shall comply with all accompanying approved plans and specifications, applicaeuilding codesand all applicable municipalcodes,policavebeen authorized bythe al owner ofthe property and am authorzed toobtain thsin conjunction with thisperit. I further� �test that I am le ally authorized to include al entities named within this document as parties to the work to be performed and tfiat ,r work to be peyformed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 6"W R or/CON"fkACTOR (Circle one) Date .`�� 1. This perm >(t 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 perm t shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chi9' Building Offrcidl Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heat �gd- MUNITY DEVELOPMENT Building & Inspection Services Division LP 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 A Inspection Line: 303-234-5933 �' Y Email: Perm its(@ci.wheatridge.co.us FOR OFFICE USE ONLY D ate: z z(//S. Plan/Permit # C ow w 5-5CI9 Plan Review Fee: � 16) � Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: Tenant (Commercial Projects Only) �'�1'lale'16 Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng 1 neer E-mail: Contractor Name: City of Wheat Ridge License #: &':L Contractor E-mail Address: Phone: Phone: , C)? - For ) ' For Plan Review Questions & Comments,(plea.$e sprint): . CONTACT NAMElease :i� c G eW (p print): ) Phohe: CONTACT EMAIL(p/ease print): 5 Phone.772©-aT—X 712-1 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. t/orr�t S;)t)3 2 S Sq. FULF 33 2 S S1!2 In "2- BTUs Gallons Amps Squares Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ l42o 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) Signature (first and last name): Printed Name: i (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY ZONING COMMMENTS: gw,&( #44..C. Reviewer: tZ nV LV BUILDING DEPA NZCMMT Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DATE: 2 — `—" OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 6 ` l City of W heat Psj4d e COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3795 Wadsworth Blvd. # 104 Permit #: 2018 03309 General Contractor: Tom Signs, LLC 5306 Nelson St. Arvada, CO 80002 Electrical Sub -Contractor Company Name: Lot f ll fit'6C,i� ,Phone #: 303 - q'18 q7 2�{ State License #: 3 4 LP i Master #: &4 Wheat Ridge License #: 0 2 03 (0 (required field) 1,41 10MO-41 re—VEks uy,� 1 13111 Signature cR Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. / A 0 Project Address:379 �— ����-or %�r Contractor You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - r feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- 33, 215 square feet Wall 2 allowable signage- 3.2-5- square feet Wall 3 allowable signage- square feet Site Plan F7 I(o4, TsEgrus � E s' O c " z U o � 0 0 O U W N N J IZ LU O_. co CIIj O -j cS • W coo N_ \vJ U 00 LU N/ I./ z 1 co O E g �cv�„�� L-: cu E O B �w LL LL W E W iXi Q A 1 M c o+ 0 - - � O 2 _ � y Z C O H YJ 0 a �o (35 �) t Z o c/� c�a co LU izz- o = o N N QJ I� LL O O dJ _ Mi ♦ � 44, Cn o -t� �Y o Wheat Q E-= 2 (Y -- W c COMMUNITY MVI LOPMENF in Lu v v v APPROVED o J o Reviewed for Code Complia c Pia Examiner to X o VaNdkv of oennN 7ne Issuance of o poral or oMrovW of and cW putotions shaft Rai be a penmt/b, or an approvor of oco OW of the pror 10- of the WWIng code or of -W ph or Punta J ¢ r FMAWAV to g4v outhw" to Wotate or aonDef the the cm* or~ordiaol mof ftCRyshotsnot be%WA UO 0 E U co IDcu cn �% OU d Co M 'i _ _ tn c CD -1:3 �� zn Z3 US c-C3 U -E3 0 o o W Y m C co _c_-_ 0 t � cu � Q X V � S= a � = Zia M- m O ) 0,) cc E cu -Fu _CD a .L U E 0 „f- - CL • U cn o L L— a- LCL c0 N O 2 N x cc 00 _� a) r" Cr.) O � !_ ?i Co op N - a moi_ J �c M N C No M a, M N CU C6 U U Li _ I cu Q �o ui CA 5 a' Co v- U c� CD- z cfl LL ( U- OL� M o NE _C U M - `o co Co v � o E E ;_ CL _ _� cu •C Q. CCS J J U) H C/) LL oilf • r 17 t00 It CV F. M N r no C6 cyi X x a -C6- X r 6N 04r co d a � Y a �s m m �o � EC r J n U UO 0 E U co IDcu cn �% OU d Co M 'i _ _ tn c CD -1:3 �� zn Z3 US c-C3 U -E3 0 o o W Y C co _c_-_ 0 Y cu � Q X CU S= o � m ca ) 0,) U) cu -Fu _CD a O 0 - CL o L L— a- o z N U 00 GV O r" Cr.) O � O �- - V O moi_ J a U M M cu � : Li _ I cu Q �o 5 a' c� CD- z cfl L,(7 OL� M o v At N The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed in accordance with the restrictions and conditions contained in this plan, and as may otherwise berequired by law. l (we) further recognized that the approval of this master sign plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge code of laws. RODNEY K. JONES, AUTHORIZED REPRESENTATIVE QUADRANT WHEAT RIDGE CORNERS, LLC State of Colorado ) )SS County of Jefferson ) The foregoing instrument was acknowledged before me th is --- day of A.D. 2018 by: -- Witness my hand and official seal. My commission expires: CITY CERTIFICATION Approved this day of —_—, a.d. 2018 by the Cay of Wheat Ridge ATTEST City Clerk Mayor Community Development Director VICINITY MAP THE CORNERS AT WHEAT RIDGE MASTER SIGN PLAN COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) )SS County of Jefferson ) I hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at aclock__.M. on the day of A.D. 2018, in Book Page Reception No. JEFFERSON COUNTY CLERK AND RECORDER by: _ Deputy PLANNING COMMISSION CERTIFICATE Approved this __day o` a.d. 2018 by Wheat Ridge Planning Commission. Chairperson AN OFFICIAL DEVELOPMENT PLAN A PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO All signage on this property shall comply with Chapter 26, Article VII except as modified by this document. SIGN TYPE DEFINITION REQUIREMENT FREESTANDING i BIW 43RD AVE SIGNsupporting, being nondependent areas. on support from a building or I B. Base materials shall be consistent with the development's other structure. Includes signs i building materials. xi placed upon fences or C. No electronic message center(s) (EMC) shall be allowed. 3 ACRE ON non -supporting walls. E;; w 4214D AVE I W 41ST A\ tN` 1. Corner Campus ID Sign (CC) a. Maximum number: 1 I b. Maximum size: 160 sf Q c. Maximum height: 8'6" 2. PrimaryMuf itenant Sign (PS) O'i .- " L W 34`H AVE i 3 1 Z Z O OIj W 39"AVE' H Q 4 a. Maximum number: 4 r b. Maximum size: 40 sf W 38TH AVENJE c. Maximum height: 8' r 0V ZO � and 3. Setbacks for the freestanding sign on Lot 4 shall be at C least 5 feet from the property line. Z O I A sign constructed ofdurable z SIGN > signs and shall be calculated based upon the length of the wall 3 ` < I to which they are attached. surface of any building, wall or m v Z x the top of parapet or mansard, and if placed upon a parapet or extend more than fifteen (15) ! mansard, shall not extend more than 3 feet above deck line. r r O _ PROJECT except that signage placed upon non -illuminated wall sign per use. marquees, canopies or awnings - �= STE included in this requirement. < - `kgcY total tenant frontage. F. Tenant shall be granted (1) wall sign per eligible frontage. i W 351 AVE a major internal drive and/or parking lots. \/Q& G. For Building H the following regulations apply 1. Tenant logos applied to awnings and not exceeding (5) I \A'TNi^, Square Feet (SF) each shall not be counted as signage. 2. Up to 2 artistic panels of 150 sf each which display \ W 34Th AVE I panels shall be limited to imagery only and shall not O i �\Cy 3 include text, trademarks or logos. A contrasting low profile (< 6'0 backer panel may be installed behind channel letters. LEASING A temporary sign that is self A. Shall be non -illuminated. SIGN supporting or attached to an W 33RD AVE existing building or other C. Leasing signs may be constructed of wood or banner material. structure. Includes signs placed D Max per development. 4 total. upon fences or non -supporting F IT a. Max height: 8 feet. b. Max size: 32 Square Feet (SF). AN OFFICIAL DEVELOPMENT PLAN A PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO All signage on this property shall comply with Chapter 26, Article VII except as modified by this document. SITE DATA PROJECT LOCATION GOVERNING CODES ACREAGE The Corners at Wheat Ridge City of Wheat Ridge, Colorado Approx. W 38th & Wadsworth Boulevard - SW corner Code of Laws, Chapter 26, Article VII 14 Acres Wheat Ridge, Colorado 80033 Zoning: MU -C EXPLANATION OF DOCUMENT The intent and purpose of a Master Sign Plan is to encourage well-planned and well-designed signage within a multi -tenant development and to promote unified and integrated design (Style, size, color, placement, and lighting) while at the same time allowing for reasonable individual business identification. LEGAL DESCRIPTION LOTS 1-5 AND TRACT A, THE CORNERS FILING NO. 1, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE RECORDED AT RECEPTION NO. 2017012080 IN THE OFFICIAL RECORDS OF THE COUNTY OFJEFFERSON, STATE OF COLORADO GENERAL NOTES 1. Signs on the interior of the project shall not block sight distance for vehicles using internal streets, parking areas, and drives within the property. 2. All directional signs can be internally illuminated. 3. All illuminated signs must apply for and receive an electrical permit. 4. For the purpose of illustration, this Master Sign Plan shows specific sign copy. Sign copy may be changed so long as all future signage complies with applicable standards set forth in this document and in Chapter 26, Article VII. 5. If tenants change in the future, sign copy may change without an update to the Master Sign Plan so long as all future signage complies with applicable standards set forth in this document and in Chapter 26, Article VII. CASE HISTORY WZ-11-03 WSPAS-04 WCP-14-01 WS -15-03 WCP-16-01 WS -16-03 WSP-17-02 WSP-17-09 QVrER' P R O I POk Swce 300 80239 _ SIGN TYPE DEFINITION REQUIREMENT FREESTANDING A sign that is permanent and self A. All new freestanding signs shall be placed within landscaped SIGNsupporting, being nondependent areas. on support from a building or I B. Base materials shall be consistent with the development's other structure. Includes signs i building materials. placed upon fences or C. No electronic message center(s) (EMC) shall be allowed. non -supporting walls. 1 D. A total of six (6) freestanding signs shall be permitted on the development: 1. Corner Campus ID Sign (CC) a. Maximum number: 1 I b. Maximum size: 160 sf c. Maximum height: 8'6" 2. PrimaryMuf itenant Sign (PS) a. Maximum number. 1 i b. Maximum size: 285 sf c. Maximum height: 25' 3. Secondary Sign (SS) a. Maximum number: 4 b. Maximum size: 40 sf c. Maximum height: 8' ! E. Locations for freestanding signs shall be as shown on Sheets 2 and 3. Setbacks for the freestanding sign on Lot 4 shall be at least 5 feet from the property line. WALL I A sign constructed ofdurable A. Signs affixed to marquees or awnings shall be considered wall SIGN materials or painted and which is signs and shall be calculated based upon the length of the wall permanently affixed to an exterior I to which they are attached. surface of any building, wall or B. For buildings with 'fat roofs, wall signs shall not extend above I structure and which does not the top of parapet or mansard, and if placed upon a parapet or extend more than fifteen (15) ! mansard, shall not extend more than 3 feet above deck line. inches beyond the building wall, C. For uses which have rear entry or delivery door, 1 except that signage placed upon non -illuminated wall sign per use. marquees, canopies or awnings j D. All copy to be channel letters, logos/trademarks are not shall be considered as wall signs. included in this requirement. E. Tenants shall be granted (1.5) Square Feet (SF) / (1) Linear Foot (LF) of tenant frontage. Total length shall not exceed 75% of total tenant frontage. F. Tenant shall be granted (1) wall sign per eligible frontage. i Eligible frontages shall be limited to those facing a public street, a major internal drive and/or parking lots. G. For Building H the following regulations apply 1. Tenant logos applied to awnings and not exceeding (5) I Square Feet (SF) each shall not be counted as signage. 2. Up to 2 artistic panels of 150 sf each which display imagery shall not be counted as wall signage. These panels shall be limited to imagery only and shall not 3 include text, trademarks or logos. A contrasting low profile (< 6'0 backer panel may be installed behind channel letters. LEASING A temporary sign that is self A. Shall be non -illuminated. SIGN supporting or attached to an B. Leasing signs may be single -sided or double -sided. existing building or other C. Leasing signs may be constructed of wood or banner material. structure. Includes signs placed D Max per development. 4 total. upon fences or non -supporting i. Freestanding Sign walls. a. Max height: 8 feet. b. Max size: 32 Square Feet (SF). c. Min setback: 3 Feet. 2. Banner a. Max height: Not to exceed the height of the building to which it is affixed. b. Max size: 32 Square Feet (SF). BLADE A sign which projects from and is A. Blade signs must be double -sided. SIGN supported by a wall or parapet of a B. No wood or foam construction, with the exception of graphic building with the display surface of components. the sign in a plane perpendicular to C Lighting of blade signs must be indirect. or approximately perpendicular 1. Indirect is defined as lighting which illuminates the front to the wall, of a sign or the entire building facade upon which the sign is displayed, the source of the light being shielded from public view and from surrounding properties. D. Blade signs must be mounted to a minimum of nine feet (9') from finished floor to the bottom of the sign. E. Projection of signs must not exceed the property line. F. Max size: Dimensions and size as shown on sheet 2. G. Max number: 1 per business per frontage facing a public street, major interior drive, and/or parking lot. WINDOW Or A sign attached to, placed upon or A. Shall be applied to the interior surface of the window. DOOR SIGN painted on the interior of a 8. Shall not exceed 25%of the window surface for windows window or door of a building, or adjacent to front of house operations. located inside the building within C. The interior application of a solid, dark color on back of house I two (2) feet of a door or window, windows shall not be considered window or door signs and shall for the purpose of advertising be permitted. goods or services sold or provided D. Window display cases that are at least 18 inches deep and !. from the premises. maintained with items of interest shall not be considered window or door signs and shall be permitted. SITE DATA PROJECT LOCATION GOVERNING CODES ACREAGE The Corners at Wheat Ridge City of Wheat Ridge, Colorado Approx. W 38th & Wadsworth Boulevard - SW corner Code of Laws, Chapter 26, Article VII 14 Acres Wheat Ridge, Colorado 80033 Zoning: MU -C EXPLANATION OF DOCUMENT The intent and purpose of a Master Sign Plan is to encourage well-planned and well-designed signage within a multi -tenant development and to promote unified and integrated design (Style, size, color, placement, and lighting) while at the same time allowing for reasonable individual business identification. LEGAL DESCRIPTION LOTS 1-5 AND TRACT A, THE CORNERS FILING NO. 1, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE RECORDED AT RECEPTION NO. 2017012080 IN THE OFFICIAL RECORDS OF THE COUNTY OFJEFFERSON, STATE OF COLORADO GENERAL NOTES 1. Signs on the interior of the project shall not block sight distance for vehicles using internal streets, parking areas, and drives within the property. 2. All directional signs can be internally illuminated. 3. All illuminated signs must apply for and receive an electrical permit. 4. For the purpose of illustration, this Master Sign Plan shows specific sign copy. Sign copy may be changed so long as all future signage complies with applicable standards set forth in this document and in Chapter 26, Article VII. 5. If tenants change in the future, sign copy may change without an update to the Master Sign Plan so long as all future signage complies with applicable standards set forth in this document and in Chapter 26, Article VII. CASE HISTORY WZ-11-03 WSPAS-04 WCP-14-01 WS -15-03 WCP-16-01 WS -16-03 WSP-17-02 WSP-17-09 QVrER' P R O I POk Swce 300 80239 _ CC 1.1 _\ t fxETING 51'uNAI 1.1 P.1LFf—�--'-- -----1 1 1 1 THE CORNERS AT WHEAT RIDGE MASTER SIGN PLAN AN OFFICIAL DEVELOPMENT PLAN A PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PS 1.2 SS 3.3 M_; W VfPBOULEVARD ewsnaG PUBLIC R.O.W.-WIDTH VARIES - Fuc 1'i MUYEUk Nt 1 1 1.3---SIGt46)------• P�M? 1 tUfJgE-j 1 P. of 1 RIGHTOUTIN _ L3 cco" i /L= 1 RETAIL SHOPS RETAIL SHOPS a- 6,387,387 SF E:� 6 SF �;- o c D If 3 4 — =3 RETAIL .00 SHOPS 6,387 SF z g m B t FUTURE DEVELOPMENT I Iiirlul raoro o StENA. SS 2.6 17.0' 69fN' FUTUEANCNOfl TENANT b I FUTURE TENANT r::IRJANT FUTURE TENANT i IFUTURE TENANT SCALE: 1/4"A'.0" FREESTANDING SIGN - MULTI -TENANT PRIMARY SIGN PS 1.2 m-1111, FUTURE i - • I 1 DE1iELOPMENT A i 1 1 E F a C1:--- ------' FUTURE DEVELOPMENT ---- - w= 1 FUTURE DEVELOPMENT =k.i '.4'F,t NOT A PART -�hCL FUII uovF;mEN1 YUKON COURT 50' PUBLIC R.O.W. FUTURE DEVELOPMENT -I- -R- WT4-'AIR-'JJiR- K1fl-WTF- N'IH- W14:- H +- �YfR R SS 3.5 " I SITE PLAN SCALE: 1"-35'-0" \ j 26'10' n'7 v: - T P, H' CORNER AT WHEAT T RIDCE SCALE: 1/4"-1'-0" FREESTANDING SIGN - CAMPUS CORNER ID SIGN CC 1.1 L 5B. �i PP 6 MIME AI6MRT Fv tFliltlf W—TI4AYT i FJtllgf'Eikagi SCALE: 114"-1'-0" FREESTANDING SIGN SECONDARY SIGN SS 3.3, SS 4.4, SS 3.5, SS 2.6 to SS 4.4 FREESTANDING SIGN - FOR FUTURE DEVELOPMENT SIZE NOT TO EXCEED: 40SF SCALE 3/16"-V-0" BLADE SIGN (SHOWN ON BUILDING) ii —r- 16.0 SF C',61 MAXIMUM SCALE: 114".14" -� BLADE SIGN SIGN TYPE LOT# # OF SIGN PS 3.1 PS - PYLON SIGN CC - CORNER CAMPUS ID SIGN SS - SECONDARY SIGN DS - DIRECTIONAL SIGN WS - WALL SIGN BS - BLADE SIGN I _ :LOT I LOT I r, J I� NO•APART _ �S I Ic kk 5. g ! l04 3 tl I I D ICI � j _ H N LOT 4 I KEY MAP SCALE: N.T.S. QUADRANT P R O P E B T I E S 1 THE CORNERS AT WHEAT RIDGE MASTER SIGN PLAN AN OFFICIAL DEVELOPMENT PLAN A PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CC 1.1 PS 1.2 SS 3.3 _ .=.r..__�� �...�.--------------------------------------------_-� -- -_.. •---------------:� SS3.3 ---------------------------------------------------------- R r__________________________________ _____ ____-_-_________-_ NI 11-19111 -�- I WADSWORTH BOULEVARD ARIEST#��'tt€1�11i.E - ;� ,w 'S6 G" - 1 - -- -- OU EVARD 0 WADSWORTH B 55'0.• # 1 1 RUTURE SIGHT TRIANGLE;; -.__ __ �– ICURRENT SIGHT TRIANGLE] 1I ; li J` :� / 1 ,-..._–_ - — — _ 55 0' 1 1 5.91 tSETOAON FROM vaovERTrtn+Et F Ln I u �11I � -1 9 \ j 1 : ` \ �+ u1 1 PwPACN FROM.7 1 LS PIm PEa71 UNEl I J �lz uj, .I -74 CL 4�fi\\\I BOPBAM FIR i lO _._ na...1. O _ i _ W r _ I;O - g :SETBACK iROIA `/� .1 PROPERTY LI E) \ �- ` ! ; --_ 1 U. LU 1 1 1 1 ; p + m ; uj 22 ___ -L-11-1- _1____ _ - iii `-------------------- - -------- -------'-----�- - --J_J :-------------------- �------------ - - b --�-------------------------J --- -------------------------- - -- - - - -- 1 P 1 DETAIL OF SETBACK - CC 1.1 SCALE: SS 3.5 1 1 1 1 1 1 1 i i I 1 1 1 1 1 ` 1 1 1 1 1 1 Lu 0 i 0 1 1 - 1 ISE dM PER PTY I10 i 1 1 � NORIM 1 ___________________ _ __ L _____ ----- ------------------------------------ 1 ,4 DETAIL OF SETBACK - SS 3.5 SCALE: 1/16"A'.0" 1.2DETAIL OF SETBACK - PS 1.2 RALE: 1/16"-V 0" 41-v F RIGHT IN 1 1 , , 1 1 -- P� 36Tf1-AVER-UE--- 1 1 YYI: 1 1 – 4 ' � 1 , I + G'6J I a 1 – 5FIBACA FROM PROPERLY UNC 1 1 1 1 1 , 1 i 1 1 1 0 1 ------------- , 1 1 i 1.5---------------------------- ,rj DETAIL OF SETBACK - SS 2.6 SCALE 1/16"-1'-0" , , 1 1 13DETAIL OF SETBACK - SS 3.3 SCALE: 1116" -l' -O" ok QUA P R O P 11220 E. 5?I, D—r, I Phone: 1,244 SF 1,325 SF 1,385 SF 2,340 SF 2217•• N 21'-9)'2.. 22'-1" 99._2,. BUILDING B 6,389 SF NORTH \T FLOOR PLAN %1 scALE: �s: _ I — _. X00 ]TIT i I WEST ELEVA N FACING PARKING LOT sourH EeL�EV%T+oo i. ,o vwe.vaT,. T. 6621122 6,21122x,. .....,.. ,... 1,111.. .......,. .. T.o P.2,waT� L______________ - . T.o. 1210 �i F1I EAST ESL.�VAT70N NORTH ELh17ATiON FACING WADSWORTH BLVD. �� -Ta- FACING W. 38TH AVE. ec1uE-.,w n:) nama partners Iic 6140 Greenwood Plata Blvd. Greenwood Village, GO 80111 name peMm, 0c. 2017 A6 Rig%Reserved proksaimml ftp: uj V W0 O > U) (� Q � Q U) WLd cd Q 0 X _ I=-- O0 U O J uj U = W O CORNERS REVISIONS: DATE: NAMA PtI #: 16135. HC3 S AS SH DA SHEET TITLE: - SHEET NUMBER: BLDG "B" n:) nama partners Iic 6140 Greenwood Plaza Blvd. Greenwood Village, CO 80111 name p.,ftm ac. 2017 AN Rob RmsmW Pmkasorel Stamp: NOTE: PROPERTY LINE, CONTRACTOR H G F 4 1° NOT BUIL BLt OND TI -IE SIJRECRTY INE. R : CML BUI TNG PROPERTY UNE. A RE: CML FOR BUILDING PLACEMENT. G �.+ /Y 26'-0" L 12--8.. 31,-1 1%" 7 7,y�.. 21 •-, , 5�..Ld V ,4�, 3.75.. 8.d., q,. 9.-0.. 1-3,.3. 15,,4.. %81 3' 15/e ,-B„ 15'�3'e" 3'-35/8" .. 6.4" q.., 5. ,3,.35,5•.g3/g•• 3'-3%" l 21 HOSE BIB, 8 RE: PLUMBI GPLANS - — --> ----- _ - 12 i90 _- 1B 1 O 40B I 4 8 /N�y m 10 10 B9 1 10 — = — _ — — N 1 ]— B8 r 89 % 4 LJ. e 1 1 - 87 g7 ROOF IN AND I �� ��������� -_ ) 1 SOF 1 - 0 6 1 1 n OVERFLOW ROOF GRAIN AN TREWS ABOVE I 40 6 L1 O a / ;401 1 — 0 I 1 iit lL o ° Bs a Q zz ROOF LADDER LOCATION CAN BE I �y I^ ADJUSTED PER STRUCTURAL DRAWINGS L LEAVE FLOOR SLAB OUT OF THIS AREA 1 4 T Q O .ti / 3 a" METAL STUDS, 20 GAUGE 16' � O.C. TO UNDERSIDE OF DECK. : J TYPE "X" GYP. BD ON EACH SIDE ^ Z Z I N O N rL m NEW ELECTRICAL PROPOSED DEMISING WALL - PROPOSED DEMISING WALL i LL. �I m ^ 2 O GEAR LOCATION O OD �I GAS METERS I B U FINISH FLOOR,r 2 II "� O EL o'.0,0%, 2,340 SF ° ___ _j L1 C GASUNESTOBERUN 2,569 SF i ----- INSIDEFRAMEDWALL I I ,385 SF f " U = O m a q LINE OF METALAWNINGABOVE l BUILDING B 4 STEEL COLUMN ITYP.) 6,389 SFt2 �RE: STRUCT. 40 O I ' CONCRETE FLOOR SLAB l 3 - RE: STRUCTURAL PLANS CORNERS /1RNERS NOTE: KNOX BOX TO BE LOCATED BY �m THE LOCAL FIRE DEPARTMENT. q Lo j ^ REVISIONS: DATE: N CITY SUBMITTAL 0407-17 RE -SUBMITTAL 08-0317 CITY APPROVED 08.30-77 TENANT CHANGE -09=15.17 RTU/STRFRNT 12-17-17 m 1 3 I I 7 o vLINESOF TENANT CHANGE 07-26-18 _ 17 1O ,� 5 TREWS ABOVE _ -_� TE,NANTCFIANGE 10-18-18 IN 10 ^�� LEOFMETALAWNINGABOVE 7 10 ce 40 1 85 B4 83 10 B 1 1 O ' 2 NAMA PROJECT O — — O B2 ; ♦ ° 1 m 16735.30 A. 9 — _ B5 _ 1 B4 9 B 1 1 1 _ _ _ — _ I p DRAWN BY: MB �1 _ B3 1 B2 v ♦♦ — REVIEWEDBY: HC3 ' 1 2 3 4 ♦ i 7 8 ♦ ♦ } SCALE: - AS SHOWN 40 4 / 1 \ --- g -- 40 — -- -- ----- ® DATE: -- 03.07.2017 c 40 31" 3.,4,. 15/8" 14'$'T/g" 5'-35/g" 14•-3'8' 74'-8=/a" 5'35/x" 14'-0•' 7 11 Mq SHEETTITLE: FLOOR PLAN 38'x" 45''35/8 i 6'-0 1 O -0 NomR 7 09'-1 1 fie' H F NOTE: D B A BUILDING TO BE LOCATED BUILDING "BT' PER CML DRAWINGS. SHEET NUMBER: BUILDING "B11 FLOOR PLAN j �� SCALE: -1e" �{ B"A 1 - 1'-0" i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 1) Inspection Type: r _� Job Address: )4 v Permit Number: ❑ No one available for inspection: Tim 3�m Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,qInspec--- DO NOT RE VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 4 / O L/ Inspection Type: -2 O Ll - tP l U' m b .,, V r cj . -=, 4. Job Address: -`7 9 S k) ois wo' R Ivd Permit Number: '�? 0 I$ 0 3 141 7 ❑ No one available for inspection: Time ='P —7 OM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 14 /9 Inspector: 7-1b f DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201803167 PERMIT NO: 201803167 ISSUED: 01/02/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/02/2020 JOB DESCRIPTION: Build showroom, stockroom, and one bathroom including new electrical panel - 200 amps; add 10 gallon electric water heater; new RTU; 1,385 sq ft Tenant: Sprint Wireless *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L SUB (720)699-0361 Rick Stucy 180325 Trail Star Development SUB (303)978-9724 Lane Treganza 020364 Lane Electric, Inc SUB (720)210-4738 Jeffrey S. Bentley 060090 Bentley Plumbing SUB (720)324-0103 Michael/Heather Napp 180807 MGH Services Inc *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,000.00 FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,260.00 Permit Fee 810.05 ** TOTAL ** 2,596.58 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. For any window treatment proposed to provide privacy on back of house windows, treatment must be interior mounted and limited to solid, dark colors. Exterior signs and window/door mounted signage will require separate building permits. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201803167 PERMIT NO: 201803167 ISSUED: 01/02/2019 JOB ADDRESS: 3795 Wadsworth Blvd Suite 104 EXPIRES: 01/02/2020 JOB DESCRIPTION: Build showroom, stockroom, and one bathroom including new electrical panel - 200 amps; add 10 gallon electric water heater; new RTU; 1,385 sq ft Tenant: Sprint Wireless 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 properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or C�6. CTOR Circle one) Date I . This permit was issued basm ormation 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. Z. 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. I, 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. 5. The issuance or gra ting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app lble code or y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date ZEQUESTS MUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of - - WheatR� e COMMClNITY DEVELQFMENT k'� . C I V E D Building & Inspection Services O 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Pp Inspection Line: 303-234-5933 - Email: perm its(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # 0201 Plan Review Fee���� Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3 4 q -T W ACS w omij BLV A , 5 �J IT -p- /C>4— Property C>4 - Property Owner (please print): QUAbq,Ar�4EbG(f&.e AEAS Phone: 3o3 - 80-1- -4 - .5 Property Owner Email �'� oo u� _ C C ILAe C A 40 to 3 y •yt'e -�- Tenant Name (Commercial Projects Only) 1,%1'i ZCe_T- W/R£GESS Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: 1K Sok J 6M 61^t Fie wG A tit, b S S I GJ1J Architect/Engineer E-mail: "DAvtL,fN6Q1)kI4 FRIG . Coyn Phone: 211- 6 J i - 8444 Contractor Name: 7!V=AI L 5 ZAtR AVE LO PmE",-,-t- U -C . City of Wheat Ridge License #: 18037-5- Phone: __F2D q 4? �3l Contractor E-mail Address: !'stat ,5+ig r d& %1. l For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 'RPY S Tf,%J"S Phone: 7-2,o - 84l - Z7793 CONTACT EMAIL(please print): 'Fite, c S {' m,,r4l(e J . CRS Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical:Plumbing: Mechanical: W.R. City License # 778.P W.R. City License # %sD W.R. City License # 78 D Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. PQad TeNANT fiNlsH FoA ,9,04j,,7- rnoB/eE A# -*"C s-rm2C. rAFA6 1-5- 4 5 WOW A 0-0 I A $ry 1 A A4 o►,j C U N 15 E � tJ'�P kf a A,',-, a_ -,J . t'j i"L'i PANf t- 4/J5 Sq. Ft./LF �3 >g.s BTUs 115-M-51( QTV Gallons /0 &AL • Amps 6°2Q Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: M Construction Type: V6 Occupancy Load: 24 Square Footage: 13 RS cJlc Project Value: (Contract value or the cost of all materials and labor included in the entire project) � rv• OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. — CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) CONTRACTOR Signature (first and last name): DATE: 12-14 Printed Name: R0 l 57F'V 9rJ S ZONING COMMMENTS: f _ .j 1%,k „t e Reviewer: j2a BUILDING DEPARTMENT COMMENTS: Reviewer: _716 PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: �]'l Building Division Valuation: '$ 6, L', tC a Permit Application GMobileEyes ENABLING A SAFER WORLD User Options Welcome back Rick Stucy (Trail Star Development LLC.) Log Off Update Account Document Library Access Control Application Carbon Dioxide Application Fire Alarm Control Panel (Dialer), Application Fire Alarm Application Fire Suppression Application Kitchen Hood Suppression Application Medical Gas Application New Building -Core and Shell Application No Work Conformance Form Photovoltaic Solar Application Application Tenant Finish Application Procedures Contractor Help Help Videos Single Portal Account Overview HOW to Find Your Active Jobs How to Request an Inspection How to Request Multiple Inspections How to Cancel an Inspection Contractor Permit Portal 12/6/18, 7:41 AM Help Desk: 866-442-9002 (8a -8p EST) Email: help@mobile-eyes.com Applications City/Dept.: West Metro Fire Protection District tizarx New Application • Just My Jobs All Jobs for my company Address: Occupant: Street: Job Type: Status: Search All Unsubmitted Submitted Returned Clear Filters i Address Job Type Status CCT Wireless 2 Existing doard =idqe,'C0180033 / I ^ TOrive a nt / \ �'r ri3�ov_ement p�CCT Wireless 2 Existing 3795 Wadsworth Boulevard Building/ Tenant Wheat Ridge, CO 80033 Improvement Submitted 12/6/2018 9:40:52 AM Active Jobs • Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Schedule Status: Search • All Scheduled Unscheduled Clear Filters i Address Job Type / # Status Scheduling Per No matches https://www.mobile-eyes.com/PA_index.asp Page 1 of 2 Permit Application 12/6/18, 7:41 AM Completed/Canceled Jobs Just My Jobs All Jobs for my company Address: Street: Status: • All Completed Address Status Burger King 6435 West Colfax Avenue Lakewood, CO 80214 Occupant: Job #: Search Canceled Clear Filters Job Type / # 2 Existing Completed Building/ Tenant Improvement 171102004 https://www.mobile-eyes.com/PA_index.asp Page 2 of 2 City of Wh6a dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: 3l'15 Y vwc.1SOJ064) Permit #: 3((o7 General Contractor: �C-rail Si -ax -De -v. I Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date [Plumbing Sub -Contractor Company Name: Phone #• State License #: Master #• Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name•MGL' 5?hone• -7 020 —3 oZ'-i- `6 (U3 Wheat Ridge License #: t Ut 07 (required field) a 3 I % Signature of Authorized Age t Date City of Wh6atll*idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. g i cry. Project Address:_3:�-,l S i,A4 5 - i>,,,)Permit #: General Contractor: I � iL I Electrical Sub -Contractor Company Name: �6 ,% Phone #• ON -3 , State License #: J6 / Master #: 316 64y Wheat Ride License 4: (required field) z 4 7 L1121; Signature ofAutkori ed- Date Plumbing Sub -Contractor Company Name: Phone #: State License #• Master #: Wheat Ridge License #: (required field) Date Signature of Authorized Agent Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Date Signature of Authorized Agent COMMUN I City of heat j,dge (DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM Inis Corm mustjne signed Dy eacn suD-contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridgeicense number must be provided in the applicable space. Subcontractor's insurance and Oceipse must be up to date prior to permit issuance. Project Address: sly w4o.54 General Contractor:Tf-A I� Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Permit #: Date Company Name: Phone #-.-?2o -2-0 ``04 Qi State License it: COC)b `%65 C! aster #: Wheat Ridge License #: Z Sign re of Auth ' ed Agent D I Mechanical Contractor I Company Name: Wheat Ridge License #: Signature of Authorized Agent Date 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: LJOZ - �/2 ! O j - �,AS Z -1,N Job Address: WtKv'jo2Tk et -0/00 Permit Number: 201 fO2 q61 L402- G --A � Mcg 145(ZA�' A /°r°2c)v u. LIa 1 - (75A S Lf ►v)�, P"Zy4!!� 7IF5'T" A P,02yv&D. ��A S G-I✓J oN Poor- 1S e6N . -TD 81C PAIN'Tr/1 p2�c2 - i�lrtCr ❑ No one available for inspection: Time q:01D A /PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-53 Date: 1 W 1 Inspector: tl DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Mechanica PERMIT - 201802962 PERMIT NO: 201802962 ISSUED: 11/08/2018 JOB ADDRESS: 3795 Wadsworth Blvd EXPIRES: 11/08/2019 JOB DESCRIPTION: Install 4 ton RTU furnace; 90K BTUs; 30 amps *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L GC (303)657-9700 Robert G. Brinkmann 170092 Brinkmann Contractors SUB (720)887-3877 Wayne Nemitz 060164 Core Electric, Inc. SUB (303)648-3365 John Pniak 170640 Interstate Mechanical Inc. SUB (303)806-5400 Michael Morris 018317 Frontier Mechanical, Inc. *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,860.00 FEES Total Valuation 0.00 Use Tax 312.06 Permit Fee 283.55 ** TOTAL ** 595.61 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. [, by m signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner o,& property and am authorized to obtain this permit and perform the work described and approved in conjunction with this _pennit I further a test that I am legally authorized to include all entities named within this document as parties to the work to be ertor a d tha " 11 work to be per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. p ,.. 1 LI0 /O Signature of PWNER or CONTRACTOR (Circle one) Date I. This perm t was issued based on the information provided in the permit application andaccompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2.This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding ffi Ocial and may be subject to a fee equal to one-half of the original permit fee. 3. If thi.s permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordina, " or regulation of this jurisdiction. Approval of work is subject to field inspection. a 42 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 j�id e COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(Mci.wheatridge.co.us FOR OFFICE USE ONLY Date: I I Plan/Permit # 001, Plan Review Fee: Building Permit Application `** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 34q S Wakw v -4N SWA Owner Property Owner Email: btu rner� qt,{,Ad,r�yy}-�otGr-ut�ltl.GOy►'t Tenant Name (Commercial Projects Only) �J 1A Property Owner Mailing Address: (if different than property address) Address: Itlt Sew4- 'Beat -0r City, State, Zip: 1_11 W e*0 V" , (16 60VL-0 "A Vila Phone Architect/Engineer E-mail: Phone:_ 720. ZK.00&1- Contractor Name: Qr(hAw'"h cotes+r-,& o City of Wheat Ridge License #: mwgl Phone:_ 3Cs3, 65�-. g� i10 Contractor E-mail Address: Yv�pe.h�n�,r-��Skbr'il'►kiv�elny�.GO, For Plan Review Questions & Comments (please print): CONTACT NAME (please print):t/iG°t! pe,vi rt e,C Phone: 7213 , 1,5(5 Lf CONTACT EMAIL(p/ease print): 5 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: C IRE Mie4kr4c Plumbing: TvN+e,*ukt Aak%k,rc4,( Mechanical: f=rv►\+i cr M ec he4m /(A. I W.R. City License # Obdl4,H W.R. City License # pWbKO W.R. City License #GI 631 n Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ZCOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be usPci Ptr. Furnish and install 4 ton RTU at Building B (3795 Wadsworth, Suite 100) including Carrier 4 ton RTU, 18" flat curb, economizer, hail guard (208/230V 3 phase), cut opening in deck following installation, duct stubs only, 1 programmable t stat w/50' coiled wire, all hoisting and crane, start-up, taxes, and 1 year warranty. Furnish and install conduits and wiring from house panel to 4 ton RTU. Include materials including new breaker, disconnect, and convenience outlet. Flash in new roof curb for new 4 ton RTU. Provide gas piping with regulator to reduce the 14"wc gas, and condensate drain to new 4 ton RTU. Sq. FULF Amps Squares BTUs �G 1 ©'ALJ Gallons For Solar: KW -# of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 't 1 y 1060 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 OA'F,: (OWNER) QETRACTOR or (A(ITBO ED REPRESENTATIVE) of (OIVNER) (CONTRACTOR) SiLnature (first and last name): DATE: Printed Name: Leh h ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Table Of Contents Project: --Untitled14 10/16/201 Prepared B 08:48A UnitReport...................................................................................................................................... CertifiedDrawing............................................................................................................................. PerformanceSummary .................................................................................................................... 11019 1 cio ............................... 2 ............................... 3 ....I .......................... 6 Packaged Rooftop Builder 1.49j Page 1 of 8 Unit Report For RTU -1 'reject:—Untitled 14 10/16/201 3repared By: 08:48AP Unit Parameters Unit Model: ........................ 48KCFA05A2A5-OAOAO Unit Size: ................................................ 05 (4 Tons) Volts -Phase -Hertz: ..................................... 208-3-60 Heating Type: .....................................................Gas Duct Cfg:............ Vertical SupplyV Vertical Return High Heat ; Single Stage Compressor Models .x Lines and Filters Return Air Filter Type: ............................ Throwaway Return Air Filter Quantity: ....................................... 2 Return Air Filter Size: ............................. 16 x 25 x 2 Unit Configuration Medium Static Option Belt Drive AI/Cu - AI/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1 -Year parts(std.) 5 -Year compressor parts(std.) 10 -Year heat exchanger - Aluminized(std.) No optional warranties were selected. Dimensions (ft. in.) & Weight (lb.) *** Unit Length: .........................................6' 2. ,. Unit Width: ...........................................3,:-10.75„ Unit Height: ........................................`2' 9.375„ *** Total Operating Weight: ........... ........587 Ib Weights and Dimensions are approximate. ight does not include unit packaging. Approximate dimensions are provided primarily for shipping pur�s For exact dimensions and weights, refer to appropriate product data catalog. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCFA05A2A5-OAOAO Rooftop Unit 1 Accessories CRLVHLGD011A00 I Louvered Condenser Coil Hail Guard 1 Packaged Rooftop Builder 1.49j Page 2 of 8 T iv CQ CD W O 41 00 0 m' C CD CL n CD m Q v 0 1 X c 11 O R O R 0 m' C CD CL n CD m Q v 0 1 X c 11 V CD O -41 OD v- m o a + CD CL CD C' Q v 0 C L 6 5 CQ CD U1 O OD O O � W A N 00 O D Performance Summary For RTU -1 'roject:—Untitled14 10/16/201 'repared By: 08:48AI Part Number:48KCFA05A2A5-OAOAO ARISEER: ............................................................................................................................... Base Unit Dimensions UnitLength: ..................................................................................................................... UnitWidth: ...................................................................................................................... UnitHeight: ..................................................................................................................... Operating Weight BaseUnit Weight: ........................................................................................................... HighHeat: ....................................................................................................................... Medium Static Option Belt Drive: .................................................................................... Accessories Louvered Condenser Coil Hail Guard: ......................................................................... TotalOperating Weight: ............................................................................................. 14.00 74.4 in 46.8 in 33.4 in ................... 544 Ib ..................... 17 Ib .....................10 Ib .....................16 Ib 587 lb Unit UnitVoltage -Phase -Hertz: ..................... ......................................................................................... 208-3-60 AirDischarge: ................................................................................................................................... Vertical FanDrive Type: .............. — ...................................................................................................................... Belt ActualAirflow: . .................... ...................... ........................................................................................... 1600 CFM SiteAltitude: ............................................................................................................................... ...... .... 5300 ft Cooling Performance CondenserEntering Air DB: ....................................................................... ............................................ 95.0 F EvaporatorEntering Air DB: .................................................................................................................... 80.0 F EvaporatorEntering Air WB: ................................................................................................................... 62.0 F EnteringAir Enthalpy: ... ....................................................................................................................... 30.51 BTU/Ib EvaporatorLeaving Air DB: .................................................................................. .................................. 52.2 F EvaporatorLeaving Air WB: .................................................................................................................... 52.2 F Evaporator Leaving Air Enthalpy: ..................................................... .................. .......................... ...... 23.44 BTU/Ib GrossCooling Capacity: ..................................................................... ................................................. 40.77 MBH GrossSensible Capacity: ................................ ..................................................................................... 39.59 MBH CompressorPower Input: ....................................................................................................................... 3.95 kW CoilBypass Factor: ....................................................... ................................... ................................... 0.158 Heating Performance HeatingAirflow: ...................................................................................................................................... 1600 CFM EnteringAir Temp: .................................................................................................................................. 70.0 F LeavingAir Temp: .............................................................. .................................................................. 134.1 F Gas Heating Input Capacity: .................................................................................................... 91.2 / 114.0** MBH Gas Heating Output Capacity: ................................................................................................... 73.0 / 91.2** MBH Sea Level Gas Heating Input Capacity: .................................................................................... 120.0 / 150.0 MBH TemperatureRise: .................................................................................................................................. 64.1 F ThermalEfficiency (%):... ........................................................................................................................ 80.0 NOTE: ............................ ................................................. ** - Input/Output Capacities are at Site Altitude Supply Fan ExternalStatic Pressure: ...................................................... .................................................................. 0.50 in wg FanRPM: ............................................................................................................................................... 1122 FanPower: ....................... ...................................................................................................................... 0.66 BHP NOTE: .............................................................................................. Selected IFM RPM Range: 920 - 1303 Electrical Data VoltageRange: ............................................................................................................................... 187-253 Compressor#1 RLA:...............................................................................................................................13.7 Compressor#1 LRA: .............................................................................................. ................................... 83 OutdoorFan Motor Qty: ............................................ .......................... ....................................................... 1 OutdoorFan FLA(ea): .............................................................................................................................. 1.5 Packaged Rooftop Builder 1.49j Page 6 of 8 Performance Summary For RTU -1 'roject: -Untitled14 10/16/201 'repared By: 08:48AI IndoorFan Motor Type: .............................................. ........................................................................... MED IndoorFan Motor FLA: .............................................................................................................................. 5.2 Combustion Fan Motor FLA(ea): ............................................................................................... ............ 0.48 PowerSupply MCA: ............................................................................. ..................................................... 24 Power Supply MOCP (Fuse or HACR):...................................................................................................... 30 DisconnectSize FLA: ............................................................................................................ .................... 23 DisconnectSize LRA: ........................ ........................................................................... ......................... 123 ElectricalConvenience Outlet:... ........................................................................................................... None Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Advanced Acoustics Advanced Accoustics Parameters 1. Discharge Inlet Outdoor 63 Hz 84.7 85.8 90.9 125 Hz 78.6 75.6 84.6 250 Hz 69.9 61.8 79.5 500 Hz 66.2 60.5 77.9 1000 Hz 62.9 60.0 76.5 2000 Hz 57.1 54.0 71.1 4000 Hz 58.5 49.2 66.9 8000 Hz 53.3 41.4 62.5 A -Weighted 69.8 66.0 81.0 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground: .................................. 30.0 ft 2. Horizontal distance from unit to receiver: ........... 50.0 ft 3. Receiver height above ground: ............................ 5.7 ft 4. Height of obstruction: ........................................... 0.0 ft 5. Horizontal distance from obstruction to receiver: .0.0 ft 6. Horizontal distance from unit to obstruction: ........ 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 Ilk 2k 4k 8k Overall A 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 92.4 Lw B 64.7 68.5 70.9 74.7 76.5 72.3 67.9 61.4 80.8 LwA C 58.5 52.2 47.1 45.5 44.1 38.7 34.5 30.1 60.0 Lp D 32.3 36.1 38.5 42.3 44.1 39.9 35.5 29.0 48.4 L A Packaged Rooftop Builder 1.49j Page 7 of 8 Performance Summary For RTU -1 'roject: —Untitled14 10/16/201 'repared By: 08:48AP Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A -Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A -Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. N 5 a� Q._ 5 0 0 Fan Curve Packaged Rooftop Builder 1.49j Page 8 of 8 A 1 9 0 R P M C F M - t h o u s a n d s) 1 0 0 = 0 6 6 M i \ NtV u m R P M = 2 1 0 0 M a x i i c a t i o n e n g i n e e r i n g f o r s e l e c t i o n s o ♦ ♦ S C ♦` v e R P - R a t e d P o i n t P P - P s ♦ 0 0 R M ♦ �\, �' ♦ ♦ ♦ 1 ♦ P ♦ ♦ \ 3 0 0 B H 1 B P ♦ 0 0 B�;H \BH 0 0 P M § B a' P 0 1 1 2 2 3 3 4 Packaged Rooftop Builder 1.49j Page 8 of 8 A � f b w ( C F M - t h o u s a n d s) = 0 6 6 M a x i m u m R P M = 2 1 0 0 M a x i i c a t i o n e n g i n e e r i n g f o r s e l e c t i o n s o u e m C u r v e R P - R a t e d P o i n t P P - P s u Packaged Rooftop Builder 1.49j Page 8 of 8 PLAN VIEW ROOF JOIST PER PLAN, T` .3x3x1/4, TYP. 'ROVIDE AS tEQUIRED TO 'RAME OPENI 4x4x1/4x0'-6" .ENTERED O� ,NGLE, TYP. SECTION 4A NOTES: 1. TYPICAL ROOF OPENING DETAIL SHOWN APPLIES TO ALL ROOF OPENINGS WHERE LEAST DIMENSION IS 13" OR LARGER. REINFORCE ROOF OPENINGS LESS THAN 13" BY WELDING 16 GA. SHEET METAL 1'-0" WIDER THAN OPENING TO METAL ROOF DECK. WHERE DIMENSION`IS LESS THAN 6" ANGLE MAY BE OMITTED. 2. CUT OPENINGS AFTER PLACEMENT OF ROOF DECK. ) LOADS 3. PROVIDE JOIST REINFORCING AS REQUIRED PER "JOIST LOAD STRUT DETAIL". SAL FRAMING ACTURER. 4. PROVIDE FRAMING PER DETAIL BENEATH EQUIPMENT ROOF CURBS AS REQUIRED. ROOF OPENING SUPPORT DETAIL SCALE: T/77 -175- LOW BEARING ELEVATION END DRIFT WIDTH 'B' MECH'L LOAD I I I I } DRIFT LOAD'B' Y-4 3/8" 101- 60'ql -8 3/8" LOAD W I DRIFT WIDTH W1 DRIFT LOAD'B' I DRIFT WIDTH'B' MECH'L LOAD LF 8'-6" 1187 PLF 8'-6" 1150 PLF a LOW BEARING ELEVATION END Y-4 3/8" 10'-0" 60'-8 3/8" F LOAD 'A' I DRIFT WIDTH W I DRIFT LOAD'B' I DRIFT WIDTH 'B' I MECH'L LOAD _F 3'-6" 1 77 PLF 3'-6" 1150 PLF } DRIFT LOAD'B' 6" HIGH BEARING ELEVATION END DRIFT LOA DRIFT LOA DEAD LOA[ LIVE LOAD SNOW LOA LOW BEARING 40LHSP2B FT LOAD'B' JOIST MARK DEAD LOAD LIVE LOAD SNOW LOAD LDRIFT LOAD 'A' I DRIFT WIDTH 'A' I DRIFT LOAD'B' I DRIFT WIDTH'B'l DRIFT LOAD'C' I DRIFT WIDTH'C' MECH'L LOAD SP2B 100 PLF 100 PLF X 150 PLF Y77 PLF 3'-6" 1187 PLF 8'-6" 1186 PLF 6-0" 1150 PLF HIGH BEARING LOW BEARING ELEVATION END ELEVATION END DRIFT LOAD W DEAD LOAD LIVE LOAD SNOW LOAD IDRIFT LOAD'B' 37f5WWA aol�bz9G2 n HIGH BEARING ELEVATION END L DRIFT WIDTH'A' DRIFT LOAD 'A' DEAD LOAD LIVE LOAD SNOW LOAD 6" 40LHSP1 -A- 40'-4 3/8" 60'-8 3/8" MECH'L LOAD 10'-0" LOW BEARING I ELEVATION END DRIFT WIDTH'B' DRIFT LOA } DRIFT LOAD'B' DRIFT LOA DEAD LOA LIVE LOAD I SNOW LO/ JOIST MARK DEAD LOAD I LIVE LOAD 6SNOW LOAD TDRIFT LOAD'A' I DRIFT WIDTH'A'l DRIFT LOAD'B' I DRIFT WIDTH'B' MECH'L LOAD SP1 100 PLF 1.100 PLF 150 PLF Y187 PLF 8'-6" 1187 PLF 8'-6" 1150 PLP HIGH BEARING ELEVATION END DRIFT WIDTH 'A' DRIFT LOAD'A' j I DEAD LOAD It LIVE LOAD SNOW LOAD 6' 40LHSP2A -L- 40'-4 3/8" 60'-8 3/8" MECH'L LOAD 6" LOW BEARING ELEVATION END DRIFT WIDTH'B' } DRIFT LOAD'B' JOIST MARK DEAD LOAD I LIVE LOAD fl SNOW LOAD DRIFT LOAD W I DRIFT WIDTH 'A'[ DRIFT LOAD'B' I DRIFT WIDTH'B' MECH'L LOAD SP2A 100 PLF 1100 PLF 1330 PLF 77 PLF 3'-6" 177 PLF 3'-6" 1150 PLF 6" 40LH JOIST MA SP26 DRIFT LOA! DEAD LOA[ LIVE LOAD SNOW LOA 40LH% JOIST MAf SP2C L City of i��Wh6at j�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 October 18, 2018 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3795 Wadsworth Blvd., Suites 100, 102, 104, 106 CURRENT ADDRESS: • Subdivision: Corners Filing No. 1, Lot 1, Section 26, Parcel #: 39-262-01-013 NOTES: This is a courtesv notification. AUTHORIZED BY: DATE: In T DISTRIBUTION: 1. Property Owner 2. Addressing(&jeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to erlinda j.martinez(a),usps.gov and krissyi.summerfieldAusps. og_v and arlene.a.vickreyAusps.gov and billy.e.coghillAusps.gov 6. Xcel Energy, sandra.cardenas(&xcelenergy.com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Wheat Ridge Water District 10. Wheat Ridge Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: RIGHT IN _ AIGH' 0'J• FUTURE DEVELOPMENT (STABILIZED AREA FOR CONSTRUCTION STAGING) EMPORARY SIDEWALK Vicinity Map 8TH AVENUE _ RUPILIC R.O.W. • WIDTH VARIES Building E "'. r . — r 3795 E Wadsworth Blvd -, Jte Suite Suite Suite !00 102 104 106 Building C: A I �%, 3753 r Wadsworth Blvd JV R�H .V WAD: 1 E SuRte 1122 I -- TBD TBD Building D'. 3727 Wadsworth Blvd -- - rr N TEMPORARY SIDEWALK C) T Om m CJ,3 3% CD,? 0 C) T Om m CJ,3 3% i CITY OF WHEAT RIDGE_ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INS�P�-E�CTION NOTICE Inspection Type: 3 i a - E)ec FYI Job Address: -3-79_,c7- Permit -79S'Permit Number: _2 G ) 7 0 !E -2 'R & W_ 21 M ME MX�1111E- ❑ No one available for inspection: Time Re -Inspection required: Yes Flo When corrections have been made, call Vie -inspection at 303-234-5933 Data, Inspect DO NOT REMO THIS NOTICE i CITY OF WHEAT RIDGE 4 Building Inspection Division�`'� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: pblct(--� I Job Address: 37 c-1 5 W A S LOCO t i Permit Number: 20 i -7 p Z (o 2. 1 ❑ No one available for inspection: Time 11 6U I/AM/OM Re -Inspection required: YesNo 'When corrections have been made, r re -inspection at 303-234-5933 Date: 7 ' 17 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 IN��ECTIOrM OTICE Inspection Type: 3� 5 yb�lG Job Address: J79,F r W,7 5W1A A` hl Permit Number: 20170, ( 2 ❑ No one available for inspection: Time 1 0� AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 (JA 6 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: q0_3 FF Job Address: 3775- Wg 5 Permit Number: ',�o 1?0A ) ❑ No one available for inspection: Time ��� AM/PM Re -Inspection required: Yes No When correc ions h /vie been made, call for re -inspection at 303-234-5933 Date: �(�' Inspector: c— ( DO NOT REMOVE THIS NOTICE Testing Company: Submit by e-mail (preferred) to CrossConnectionControl@denverwater.org. Type "Backflow Test Reports" in the Subject line OR submit by Fax to (303) 794-8325. *FAILED test results must be reported to Denver Water within 24 hours of failure at (303) 628-5969. ANDREW'S BACKFLOW TESTING, LLC Assembly Serial # B195593 POST OFFICE BOX: 2222 Test Date / Time 9-4-2018; 10:am Castle Rock, CO 80104 Tester Certification # 06-00404 ABPA 720.220.4380 fax: 303-416-8742 Assembly Test Results M Pass ❑ *Fail 0 Under Suspension - Process Immediately ( Interstate Mechanical) Denver Water Backflow Assembly Test & Maintenance Report (please print with BLOCK LETTERING) Water Supplier: DENVER District: Meter#: ° Facility Address: 3793 Wadsworth Blvd City: Arvada ST: CO ZIP: U a Contact Person: John Phone: 719-499-6625 Make: Wilkins Model: 375XL Type of Use Protection Orientation Type: ® RP ❑ DC ❑ PVB ❑ Air Gap construction Size: 2" Date Installed: ® Domestic ■ Containment Inlet Outlet d kA New ❑ Existing ❑ Fire ❑ Glycol ❑ Containment by Isolation ® Horizontal Q Previous Assembly #: ❑ Irrigation ❑ Isolation ❑ Vertical Up ❑ Location: Fire Riser Closet, NW. Corner ❑ Recycled ❑ Vertical Down[] Approved: Y 0 N ❑ Line 58 Initial Test Results Repairs Re-Test Results Tightness Differential PSI: Tightness Differential Check Valve #1 ❑ Leak ❑ Leak (RP, DC, PVB) ■ Tight 7.4 ❑ Tight Check Valve #2 ❑ Leak ❑ Leak cu (RP, DC) ■ Tight tight ❑ Tight c Relief Valve (RP) 2.7 2 Buffer Ca (RP) 4.7 c Air Inlet QJ F- (PVB) Shutoff Valve #1: ❑Tight ❑ Leaking ❑ Replaced Shutoff Valve #2: ® Tight ❑ Leaking ❑ Replaced Backpressure: ❑ Yes ❑ No Test Procedure: - ■ ABPA ❑ ASSE Comments: # 06-00404, Exp. 6-30-2019: # 28379, Exp. 3-31-2021 o Alarm Company/Fire Department DFS Certification #: 18-01516 Person Notified: Contacted By: z° Turn Off Date/Time: Turn On Date/Time: i2 Test Kit Make: Barton Model: 246C Serial #: 000264 Last Calibration Date: January 1, 2018 Tester certifies this assembly has been tested with the above listed procedure and verifies the isolation valves were returned to pre-test orientation. +; Testing Company: Andrew's Backflow Testing, LLC Tester Name: Andrew Dieter Phone: 720-220-4380 Signature: Certificate Expiration Date: ABPA; 6-30-19 ASSE, 3-31-21 Testing Company: Submit by e-mail (preferred) to CrossConnectionControl@denverwater.org. Type "Backflow Test Reports" in the Subject line OR submit by Fax to (303) 794-8325. *FAILED test results must be reported to Denver Water within 24 hours of failure at (303) 628-5969. 4i i.wto a*4,tt6 January 31, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building B Foundation West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado Project No. DN48861.000 As requested, CTL I Thompson, Inc provided testing and observation services for Wheat Ridge Corners, Building B in Wheat Ridge, Colorado. Services were provided on a part to full-time, on-call basis. Testing and observations for Building B are contained in the reports listed below. We performed compaction testing of sub -excavation, foundation wall backfill, footing subgrade, and utility trench backfill presented in our reports dated September 11 through December 13, 2017. The compaction tests and our observations indicated the fill was placed and subgrade prepared in general conformance with compaction recommendations. We performed reinforcing steel placement observation of slabs, walls, and footings presented in our reports dated November 10 through December 7, 2017. Our observations indicated reinforcement was placed in general conformance with the approved drawings and standard construction practice. We performed concrete testing of slabs, walls, and footings presented in our reports dated November 10 through December 8, 2017. The test results indicated the average 28 - day compressive strengths achieved specified strength. If we may be of further assistance, please call. Very truly yours, CTL I THOMPSON, INC Christopher N. Bouchet, P.E. Project Engineer CB/tw 1971 West 121` Avenue I Denver, Colorado 80204 1 Telephone: 303-825-43777 Fax: 303-825-4252 April 19, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building B Masonry West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado Project No. DN48861.000 As requested, CTL I Thompson, Inc provided testing and observation services for Wheat Ridge Corners, Building B in Wheat Ridge, Colorado. Services were provided on a part-time, on-call basis. Reports for Building B are contained in the reports listed below. We performed masonry observations presented in our reports dated February 13 through April 2, 2018. Our observations indicated general conformance with masonry construction details. We performed compressive strength testing of mortar, grout and prisms cast on March 7, 2018. The test results indicated the average 28 -day compressive strength achieved specified strength. If we may be of further assistance, please call. Very truly yours, CTL I THO Project Engineer CNB/dk 1971 West 12' Avenue I Denvea . Colorado 80204 I Telephone: 303-825-0777 Fax: 303.825-4252 obdUSLY e September 5, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Weld and Bolt Building B West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado Project No. DN48861.000 As requested, CTL I Thompson, Inc provided testing and observation services for Wheat Ridge Corners, Building B in Wheat Ridge, Colorado. Services were provided on a part-time, on-call basis. Reports for Building B are contained in the reports listed below. We performed weld and bolt observations presented in our reports dated April 12 through April 20, 2018. Our observations indicated welds and bolts were in general accordance with quality standards and were in general conformance with structural drawings. If we may be of further assistance, please call. Very truly yours, CTL Christophrrr N. Bou Project Manager CNB/dk 1071 'Nest 12"" Avenue i Denver, Colorado 80204 1 Telephone. 303-825-0777 Fax 303-825-4252 1/7" johns Manville Building Owner: Quadrant Wheat Ridge Corners LLC 981 Southpark Drive Littleton, CO 80120 Building Name: Corners at Wheat Ridge 38th Avenue & Wadsworth Blvd Wheat Ridge, CO 80033 Approved Roofing Contractor: JAGGER ENTERPRISES INC 52 1/2 EAST 56TH AVENUE DENVER, CO 80216 Peak Advantage Guarantee PEaK ADVAP1' Guarantee Number: ANT117358373 Expiration Date: May 17, 2038 Job Name: Corners at Wheat Ridge Date of Completion: May 17, 2018 101 �0 Iq — 3 1)n 1 0 c���c — 3 _7G 3 S m Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years: 20 Year $ No Dollar Limit Coverage: The components of the Roofing System covered by this Guarantee are: Total Squares: 183 Membrane Insulation Type Sec. Sas. Roof Tvoe Spec. Laver 1 Laver 2 Laver 3 Cover Board 1 61 TPO ST6RM ENRGY 3 ENRGY 3 2 61 TPO ST6RM ENRGY 3 ENRGY 3 3 61 TPO ST6RM ENRGY 3 ENRGY 3 Accessories: Type Product Name Quantity Expand -O -Flash (1) Style: 0 lin. ft. Expand -O -Flash (2) Style: 0 lin. ft. Expand -O -Flash (3) Style: 0 lin. ft. Fascia Style: 0 lin. ft. Copings Style: 0 lin. ft. Gravel Stop Style: 0 lin. ft. Drains (1) Style: 0 ea. Drains (2) Style: 0 ea. Vents Style: 0 ea. These Johns Manville Guaranteed components are referred to above as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the Roofing System. Non -leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner. All 5 pages must be present for guarantee number ANT117358373 to be valid Page 1 of 5 WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will render the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour; (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (d) any and all (i) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (ii) changes to the Building's usage that are not pre -approved in writing by JM; (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage; (f) defects in or faulty/improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty/improper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns Manville is not responsible for the performance of pre-existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre-existing materials — which is the Owner's responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units and all other non -Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super -strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guarantee becomes effective when (1) it is delivered to Owner; and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect — and JM is under no obligation whatsoever to perform any servicestwork. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall havejurisdiction until the mediation is completed. In any action or proceeding brought against the Building Owner to enforce this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness' fees) incurred in any such action or proceeding, including, without limitation, attorneys' fees and expenses, and the Building Owner shall pay it TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM'S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services or authorized delegate. JM's delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assgnable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which are required due to the ads or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs. Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of JM. JM does not supervise nor is it responsible for a roofing contractors work except to the extent stated herein, and roofing contractors are not agents of JM 'JOHNS MANVILLE ("JM") is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217-5108. 0 By: Joseph Smith Title: President Roofing Systems All 5 pages must be present for guarantee number ANT117358373 to be valid Page 2 of 5 Addendum(s - None - All 5 pages must be present for guarantee number ANT1 17358373 to be valid Page 3 of 5 Maintenance Program In order to continue the coverage of this Guarantee, the following Maintenance Program must be implemented and followed: 1. Building Owner must notify JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten (10) days after initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee Services of any leak is a material ground for termination of the Guarantee. In response to timely notice, JM will arrange to inspect the Roofing System, and (i) If, in JM's sole and absolute opinion, the leak(s) is/are the responsibility of JM under this Guarantee (see Limitations and Exclusions), then JM will take prompt appropriate action to return the Roofing system to a watertight condition, or (ii) If, in JM's sole and absolute opinion, the leak(s) is/are not the responsibility of JM under this Guarantee, then JM will advise the Building Owner within a reasonable time of the minimum repairs that JM believes are required to return the Roofing System to a watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time being of the essence) then this Guarantee will remain in effect for the unexpired portion of its Term. Failure to make any of these repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee as to the damaged portion of the Roofing System as well as any other areas of the Roofing System impacted by such failure. 3. In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, its contents or occupants, then Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses only to the extent such expenses would have been the responsibility of JM under the Guarantee. There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building Owner. In order to ensure that your new roof will continue to perform its function and to continue JM's obligations under the Guarantee, you must examine and maintain these items on a regular basis: • Maintain a file for your records on this Roofing System, including, but not limited to, this Guarantee, invoices, and subsequent logs of all inspections performed and repairs that are made to the Roofing System. • Inspect your Roofing System at least semi-annually. This is best done in the spring, after the Roofing System has been exposed to the harsh winter conditions, and, in the Fall after a long hot summer. It is also a good idea to examine the Roofing System for damage after severe weather conditions such as hailstorms, heavy rains, high winds, etc. • Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling and other accidents. JM expressly disclaims and assumes no liability for any inspections performed on the Roofing System. When checking the Roofing System: • Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. • Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive drainage is essential. • Examine all metal flashings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing Contractor only. • Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and any loose stone or tile coping can appear to be a membrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to be defective. • Examine the edges of the Roofing System. Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be corrected by a JM Approved Roofing Contractor. • Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or cause a roof problem by leaking materials onto the Roofing System. • Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in turn may lead to leaks in your Roofing System. • Examine protective coatings; any cracked, flaking, or blistered areas must be recoated. Protecting your investment: • Avoid unnecessary roof top traffic. • If you allow equipment servicemen to go onto the Roofing System, advise them to be careful. Dropped tools, heavy equipment, etc. can damage the membrane. Log all such trips to the Roofing System. • Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing Contractor. All the terms and conditions of this Guarantee shall be construed under the internal law of the state of Colorado without regard to its conflicts of law principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall remain in full force and effect to the extent the main intent of the document is preserved. This form is not to be copied or reproduced in any manner. This Guarantee is valid only in the United States of America Guarantee Services Mailing Address: Shipping Address: (800) 922-5922 Johns Manville Johns Manville E-mail: gsu@jm.com Guarantee Services Guarantee Services www.im.com/roofing P.O. Box 625001 10100 West Ute Avenue Littleton, CO 80162-5001 Littleton, CO 80127 All 5 pages must be present for guarantee number ANT117358373 to be valid Page 4 of 5 • Perform inspections at least twice a year or as Da required by the guarantee. The ideal times to perform inspections are at the end of winter and the end of summer, when roofs have gone through the greatest amount of thermal stress (inspecting your roof for any trouble spots and to unclog drains in the spring and fall is also a good idea). • Conduct additional inspections immediately after unusual occurrences such as heavy rains, high winds, hail, nearby fires, explosions, etc. • Keep a file of all records and inspection reports relating to your roof. • Advise equipment service personnel to be careful handling tools and heavy equipment on the roof. Log all such trips to the roof. • Keep your roof clean and free of debris and contaminants. • Establish a rooftop control policy. Keep access doors or hatches locked. Advise equipment service personnel to be careful. • Keep roof drains free of debris. Don"t• Allow unqualified personnel to maintain your roof � • Allow equipment service personnel to make penetrations into your roof; these are to be made only by an approved roofing contractor. • Power -wash your roof. You may cause unintended damage! • Puncture the membrane. • Move heavy equipment across the roof. AA �- 77 Maintenance Checklist To ensure the integrity of the roofing system, it is important to contact JM before any alterations are made. We encourage all alterations and repairs to be completed by a JM Peak Advantage Contractor to ensure they meet the high standards of JM and the requirements outlined in the guarantee. Below is a checklist of things to look for while on your roof. Good roofing practice recommends these areas be inspected twice annually to ensure the roofing system integrity. Building Exterior General Condition Inspect all areas for signs of leaks and/or deterioration. Walls Inspect for deterioration, missing mortar and stains in walls indicating possible leaks. Roof Edge — A coping is a covering for the top of a wall that is exposed to weather. It is usually sloped to shed water to the roof. Coping Caps or Check for cracking, splits and mortar integrity. Replace any damaged, loose or cracked areas. Caulk joints if necessary. Gravel Stop/Gutter Fascia Inspect all surfaces for signs of leaks and/or deterioration. Building Interior General Condition Inspect all areas for signs of leaks and/or deterioration. Walls Inspect all surfaces for signs of leaks and/or deterioration. Underside of Deck Inspect for stains, discoloration, spalled or rusted surfaces. Ceilings Inspect for evidence of staining. Field of Roof General Condition Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. Surfacing Minimize the amount of foot traffic on the roof whenever possible. Place walkway pads at roof entry areas and at rooftop equipment access panels. Laps Inspect the condition of membrane laps, if applicable. Drainage System General Condition Water should flow freely, unobstructed from the roof. Gutters/Scuppers/Down Remove any debris from inside and the surrounding areas. Spouts/Drains Make sure strainers and clamping rings are secure. Perimeter/Flashings General Condition Inspect attachment to make sure it remains watertight All metal work must be caulked and watertight. Only JM metal is covered by the JM Peak Advantage Guarantee. Base Flashing Inspect for adequate fastening at top of the flashing. Check attachment to the substrate. Inspect vertical flashing end laps and horizontal laps at membrane. Counterflashing Ensure that the counterflashing is well secured. Periodically remove and replace caulking to ensure watertight conditions. Only use commercial grade caulk suitable for rooftop application. Roof Top Units General Condition All roof penetrations are prone to leaks. All units should be installed using compatible roof materials and should be properly flashed. Be sure to have a JM Peak Advantage contractor assist in the installation and flashing of new rooftop equipment. HVAC Check condensation lines for positive drainage. Ensure they are flowing freely to roof drains. Condensation lines should rest on wood blocks or rubber supports and never directly on the roof surface. Ensure equipment is in good condition and working properly. Install protection/walkpads around perimeter of equipment that requires periodic maintenance. Equipment Supports: Properly support all heavy equipment on vertical curbs. All vertical curbs should be properly flashed and covered with Satellite Dishes, Signs, a metal cap. Use protection/walkpads below all lightweight horizontal wood equipment supports. Antennas, etc. Lightning Protection Should not penetrate the roof surface. Ensure there are no overly loose or dangling cables. Equipment Flashing Ensure equipment base flashings are secure, watertight and counterflashed. Penetrations General Condition Do not allow exhaust fats, petroleum or other chemicals or contaminants directly onto the roof. Contact JM if any chemicals or service fluids come into contactwith the roofing system. Pipes and Vents Inspectthe lap at membrane and vertical lap. Ensure thatthe top to the flashing is secured and caulked properly. Penetration Pan/ An enclosure made of sheet metal, rubber or other material used to flash penetrations through a roof system. Pitch Pocket Often a source of leaks. Must be topped -off annually with compatible sealer. Expansion Joints A structural separation between two building elements that allows free movement between the elements without damage to the building or roofing system. Check for excessive movement or deterioration. Check all end laps and repair or replace lap splice as necessary. JM Expand -O -Flash expansion joints are covered under the terms of the JM Peak Advantage Guarantee. RS -7395 6-08 (New) ►� Lw - W A t I a r i e N• I l w I a 0 NL77johnsManville 10100 W Lite Ave (80127) PO Box 625001 A Berkshire Hathaway Company Littleton, CO 80162-5001 800-922-5922 877-403-1747 Fax Dear Building Owner: Attached to this letter is the Peak Advantage® Roofing Systems Guarantee for the new roof recently installed on your building. We believe your building is now protected by one of the finest commercial roofing systems available on the market today. We appreciate the opportunity to provide you with a level of protection unmatched in the industry. There are some things you should be aware of before you file this document away in a safe place: 1. This is NOT a maintenance agreement or an insurance policy. Johns Manville liability is strictly governed by the terms of the guarantee. If you have any questions about this Guarantee, contact Johns Manville Guarantee Services at the appropriate number given below. 2. You are required to perform routine maintenance on the roofing system to keep the coverage to the guarantee intact. For your convenience, a list of maintenance items is printed on the back of the guarantee. We hope that you never experience any difficulty with your roofing system. If you do have a problem, you should contact Johns Manville Guarantee Services at the appropriate numbers provided. Please have the guarantee on hand so that we may more efficiently handle your inquiry. Our Technical Services Department is staffed by some of the most experienced roofing professionals in the roofing industry. Please call on them for any questions you might have about commercial and industrial roofing and Johns Manville products. Sincerely, Eric Olson Manager, Guarantee Services Johns Manville Roofing Systems Group (800) 922-5922 gsu(a jm.com www.lm.com IV 4 * City of j� W heat dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 299' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date. %J Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** /� Property Addresb. =� `1�- Property Owner (please print): a,)aAca,X'ce5 Phone: Property Owner Emai Mailing Address: (if different than property address) Address: 9`2>\Tom-- City, State, Zip: L, \giW—% , C -D 80120 Contact Person: VA\kx=&62nn Phone: Contractor:��kirh��c,c"5 Contractors City License #: WJA Phone: Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. FL/LF Amps Btu's Squares ol� Gallons Other Additional Project Value: (Must include all general and subcontracted work to be perforrned related to revisions/amendments described above) ONVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OwN'(ERR)) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) f (OWNER) (CONTRACTOR) PRINT NAME: 1!A16- r�SIGNATURE: DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: MA_1 2.11 d BUILDING DEPARTME COMM NTS: Reviewer: //�� l v� A �L� PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: Building Division Valuation: $ namapartners lic LETTER OF TRANSMITTAL 6140 Greenwood Plaza Blvd. Greenwood Village, CO 80111 720.289.0001 To: City of Wheat Ridge From: Mike Date: I Job Number: Aug. 23, 2018 Attention: Kim Cook Regarding: Wheat Ridge Commons WE ARE SENDING YOU: ❑ Attached ❑Under separate cover the following items: ❑Drawings ❑Copy of Letter ❑Specifications ❑Samples ❑Shop Drawings ❑Addendum ❑Change Order ❑Check ❑ THESE ARE TRANSMITTED as checked below: ®For Approval ❑Approved as Submitted ❑Resubmit ❑For Your Use ❑Approved as Noted ❑Submit ❑As Requested ❑Returned for Corrections ❑Return ❑For Review & Comment ❑ ❑Prints Returned After Loan to Us ❑For Bids Due If enclosures are not as noted; kindly notify us at once. copies for approval copies for distribution corrected prints b -A100 New interior walls, door change b -A200 Doors on elevation changed b -A201 Doors on elevation change b -A500 Door Schedule changed c -A100 Interior wall added c -A102 Wall detail added c -A200 Material callouts revised d -A100 Interior walls added d -A200 Revision of doors in storefront THESE ARE TRANSMITTED as checked below: ®For Approval ❑Approved as Submitted ❑Resubmit ❑For Your Use ❑Approved as Noted ❑Submit ❑As Requested ❑Returned for Corrections ❑Return ❑For Review & Comment ❑ ❑Prints Returned After Loan to Us ❑For Bids Due If enclosures are not as noted; kindly notify us at once. copies for approval copies for distribution corrected prints 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: '-10Y FEC -,1501 WAC Job Address: .3 7`7 h t/t1a 5vt,a/fh /5/✓ Permit Number: a{/%Ofd d (, -' _Tn,51qj lo6Awe e rid' r n ❑ No one available for inspection: Time O� i AM/PM Re -Inspection required: ( No When corrections have been made, call for re -inspection at 303-234-5933 Date: 8 %a Inspector: to z / 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 Insp ction Type: yoq F EG A�E! Jo ddress: 3/95— LYa Svko/¢%? 1 1v &5 �7 Permit %mber: 90/70 d-w"I j ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234 14VIe9 Date: 8Inspector: �Tfi 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: /20� (3 C_--C_'� I— Job Addres (� -i�L_u Permit Number: 2'Q ❑ No one available for inspection: TimeO M/PM Re -Inspection required: Ye When corrections have been made, cay for re -inspection at 303-234-5933 a e.7Inspe( i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: S �t �G,ov Job Address: J� S Uja6LS (�a(* Permit Number: 2:20 1'7 0 Z (o Z ❑ No one available for inspection: Time 0 ! (�M Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: &',2 �' l n Inspector: (; DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE`' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: —rfS W 1AC6 0(-f-4 K11 Vp Permit Number: �? f .� CJG ( ❑ No one available for inspection: Time T AM/ M Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: G'2l , ( Inspector: 1B DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: IV F`-� r Job Address: �.��t WAD -51 JOr-1 i-+ E,I V Permit Number: U 1—% :) 2-(p�Z ( ❑ No one available for inspection: Time ,' /PM Re -Inspection required: Yes Ao When corrections have been made, call for re -inspection at 303-234-5933 Date: (P `2 I • 3—Inspector:C DO NOT REMOVE THIS NOTICE i CITY OF WHEAT MIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rzoo o-/ A-VM13 eoly)m Job Address: 7 i S 1,01 n W Cr, Permit Number: 201 7 (,) G G Z. ❑ No one available for inspection: Time /A M Re -Inspection required: Yes(,No When corrections have been made, call for re -inspection at 303-234-5933 Date:_U �- ' 1 � Inspector: T5 DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 301- 1260641 6_( -FC CoM M Job Address: 3D 1 (nlAOS(oa-M (LVO Permit Number: 201-7Q Z 62-1 ❑ No one available for inspection: Time ID AM/PM Re -Inspection required: Yes When corrections have been made, cag4gr re -inspection at IMAM i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: l S� Ila -IV e Job Address: z?% Permit Number: 75—F ❑ No one available for inspection: Time P �AM9PM) Re -Inspection required: Ye �_ When corrections have been made, call for re -inspection at 303-234-5933 Date:' -?5'%f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ef�SlP t ❑ No one available for inspection: Time / C%- Re -Inspection required: Yes No_ When corrections have been made, call for re -inspection at 303-234-5933 Date: �'�` IF— 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: �� (�sC, r &_JI _ . !! ' Job Address: Permit Number: J0170 ❑ No one available for inspection: Time A Re -Inspection required: Yes No v When corrections have been made, call for re -inspection at 303-234-5933 Date:` q` X Inspector: DO NOT REMOVE THIS NOTICE 14_7517E_ 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: _23�/(,SC Job Address: Z _?q5 S' 6fj-% 4 Permit Number: Z'. 77292k F& ❑ No one available for inspection: Tim f �(A M _ Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 Date:'e?' 1 Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: SC Job Address: C% ujo Oi%y Permit Number::7�nc� ❑ No one available for inspection: Time `` ` AM/PM Re -Inspection required: Ye�.N� When corrections have been made, call for re -inspection at 303-234-5933 Date: 5,%' /7 Inspector: �C�--- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0/ c ,,xk, Tusk .�•c/. Job Address:7�� Permit Number:D/7D,F'� P ❑ No one available for inspection: Time%. J S'S AMj M_0 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `7 `,�V • P� Inspector: �oy(Ii 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: le3Ar V,; w, 'Tis/, ��/C I Job Address: .3 ?4S Permit Number:L ❑ No one available for inspection: Time c`gwpm,d Re -Inspection required: Yes (`No When corrections have been made, call for re -inspection at 303-234-5933 Date: 4�1 Inspector: Je '1,,4 - DO NOT REMOVE THIS NOTICE '9k-47-le i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �0>/� Job Address: Permit Number: '96 / 76 7/V I ❑ No one available for inspection Time ,' M/ Re -Inspection required: Yes Vo ^� When corrections have been made, call for re -inspection at 303-234-5933 Date: 2/•P 7.1 c' Inspector: -'— DO NOT REMOVE THIS NOTICE R I - 9 6? -01 7z) �� c�'l 11MI N C O R P O R A T E D April 19, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building B Masonry West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado Project No. DN48861.000 As requested, CTL I Thompson, Inc provided testing and observation services for Wheat Ridge Corners, Building B in Wheat Ridge, Colorado. Services were provided on a part-time, on-call basis. Reports for Building B are contained in the reports listed below. We performed masonry observations presented in our reports dated February 13 through April 2, 2018. Our observations indicated general conformance with masonry construction details. We performed compressive strength testing of mortar, grout and prisms cast on March 7, 2018. The test results indicated the average 28 -day compressive strength achieved specified strength. If we may be of further assistance, please call. Very truly yours, CTL I THOM Christophbr'N. B Project Engineer CNB/dk 1971 West 121x' Avenue I Denver: Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 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: 366,/ 111d " 30SI vP Job Address: . 795 &/a4_a)o,-- Permit Number: I f ❑ No one available for inspection: Time'L— L AWpM i Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: y- ?e' - /' 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 10 Inspection Type: 20V1,4.6. Job Address: 713.5 Permit Number: e,';/ *7 or, �F6 � i'}l av 4 j1 f . zz t ' ❑ No one available for inspection: Time _� AIVI/IVI L Re -Inspection required: Yes �_ When corrections have been made, call for re -inspection at 303-234- Date:-/-/ . Iq 03-234-Date:/-/.Iq • //Ii� Inspector: Ir�- DO NOT REMOVE THIS NOTICE rte/ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3?q5 !fJ: !TW6, -4-- L--2�/ Permit Number: C�./ ?G%, 6-� / ❑ No one available for inspection: Time' , Re -Inspection required: t Ye`,� When corrections have been made, call, fr re -inspection at 303-234-5933 Date:'? • /q • /?" Inspector:i-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 1,7- - Job Address: a_ U,o)TJ h Permit Number: z2 / mo��lv ❑ No one available for inspection: Time Re -Inspection required: Yes AIVo 1 When corrections have been ma e, calPror re -inspection at 303-234-5933 Date: / •/ • e Inspector:i- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 201& f. �� Job Address: 'e/ Permit Number:�;/7G'��/ ❑ No one available for inspection: Time,F Re -Inspection required: Yes No -' When corrections have been made, call for re -inspection at 303-234- Date:--//./ 7. 03 -234 -Date: --//./7. /r -Inspector: �cn/ DO NOT REMOVE THIS NOTICE It, � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:'�!`(°'��� Job Address: Permit Number: 201 70EA5,76 ,f ,,ii �' ��'"� �� 1 � Imo'► � �_c��\ ❑ No one available for inspection: Time,/ !�! J(AM/PM Re -Inspection required: YesNo , When corrections have been made, call for re -inspection at 303-234-5933 Date: Z/' /�, 'IF Inspector: �IAJ DO NOT REMOVE THIS NOTICE � 4 , CITY OF WHEAT RIDGE C6;��l S _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /031C..� ( h� Job Address: .3 5 GG Ak/` fA 4 ` Permit Number: /7Q c�C'Do'2 ❑ No one available for inspection: Time %I: AM/PM Re -Inspection required: Yes, "No�,,� When corrections have been made, calf for re -inspection at 303-234- Date://, 03-234- Date://' IZ)' / 7 Inspector: J�) 0i l 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: "Ul/U (7 rewjt�-, - Job Address: Permit Number: '20170 L*,'�-?6 ❑ No one available for inspection: Time j SAM'. Re -Inspection required: Yes /No (,L--_ '. *When corrections have been made, calf for re -inspection at 303-234-5933 Date: -` • / a - /i/ Inspector: I AI„�,4_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '�011,q • 6� �zC 4-. C Job Address: 3 M-5 � c� ) Permit Number: O/ 76 r,5F'6 i , ��1.1 +—j iL s ❑ No one available for inspection: Time/PM? Re -Inspection required: YesNo J When corrections have been made, call for re -inspection at 303-234-5933 Date:' // /(1 Inspector: J q DO NOT REMOVE THIS NOTICE �7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InspectionType: fi Job Address: Permit Number: O/ / ❑ No one available for inspection: Time=? } ,AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: '�/•l,", - hT, Inspector: A -Al 6,1 / ' f - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _-2e_ �2. 6-,. s 04-J. Job Address: -7-?q5 LA)adS ll)or4 , 91 Permit Number: : 2Q17C%,� 27(p G-. /,/ 0 ❑ No one available for inspection: Time / , CK,/ A Re -Inspection required: Yes i No 1_,') When corrections have been made, call for re -inspection at 303 -234 - Date: -'/- 03 -234 -Date:`/ •gi • 17 Inspector: �61,1 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: 1621 z A) — �)QIAQ��- Job Address: 3 ?q5 Permit Number: ❑ No one available for inspection: Time` l . //) .:/AM/PM Re -Inspection required: Yes'-- _N.o When corrections have been made, call for re -inspection at 303-234-5933 Date: j / . 'IK 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: 201/0 6' Job Address: _7%q5 I swr�"�� Permit Number: c G') 70 Ft%176 L)No one available for inspection: Time -` AM/PM Re -Inspection required: Yes ,,No When corrections have been made, call for re -inspection at 303-234-5933 Date:`? - -5' %:'F Inspector:11 =— DO NOT REMOVE THIS NOTICE -STI -Te ZiW- CITY OF WHEAT RIDGE /h Building Inspection Division /711C (303) 234-5933 Inspection line Z_ );1 '(303) 235-2855 Office o (303) 237-8929 Fax 771. INSPECTION NOTICE il r Inspection Type: - ,4, - �_) -?oa. 6- , Job Address: 7z?5 Permit Number: 2D% 70 F 2,F6 LJ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: L/' Z-/' IF' Inspector: , LILI 6 " DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (�,,<fP/ al/r7 Job Address: 7 79 % s Permit Number: Vi6/708 ❑ No one available for inspection: Time f" nt` "� AM/PM Re -Inspection required: Yes', No When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 7 16? 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: ��� HU Job Address: Permit Number:( %U -,, 6 r ❑ No one available for inspection: Time ;) > U AM/PM' Re -Inspection required: Yes CNo,) When corrections have been made, call for re -inspection at 303-234-5933 Date:_ -/- el)" 111 inspector: 6 A DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: S0J6 k Permit Number: ')o J7/--, )_:, ) P' i ❑ No one available for inspection: Time AM/pIVI"'' Re -Inspection required: Yes,--.-,-No.,- When es-.;.No.,. *When corrections have been made, call for re -inspection at 303-234-5933 � n . Date: �3 -�36, % 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: 16,V a Job Address: _3W5 d sl. )eT44, Permit Number: 2& :262 1 ❑ No one available for inspection: Time CAM/ \� OM Re -Inspection required: Yes �No When corrections have been made, call for re -inspection at 303-234-5933 Date:_ _3 ,,-)� ° l� Inspector: �1`�-,� 4w 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: /(,CV CA Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes <No When corrections have been made, call for rel inspection /at 303-234-5933 Date: Inspector: J fie 1 - DO NOT REMOVE THIS NOTICE ie It iCITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: &t /cG'! Job Address: 3??!5 Wa4510or+k- d2 Permit Number: ❑ No one available for inspection: Time _AMPM Re -Inspection required: Yes YNo�1 When corrections have been made, call for re` -inspection at 303-234-5933 Dated �7' 1 Inspector: J� �- DO NOT REMOVE THIS NOTICE i CITY OF WEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /'`'1 /,,A Job Address: 615 Permit Number: %O o� ❑ No one available for inspection: Time 11)1 ' CAM/FM� Re -Inspection required: Yes { No.,-,' When corrections have been made, call for re -inspection at 303-234-5933 Date: ! Inspector: �r.Aly 1 / 'f`- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /DR - Pre A.,d- Job Address: 3 7,9 /„/a,/Q_ e4-1, 431„ei Permit Number: .0I7OZ62_1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: /$ Inspector:�%;��P,rt DO NOT REMOVE THIS NOTICE e I s CITY OF WHEAT RIDGE ®Building Inspection Division (303) 234-5933 Inspection line �(303) 235-2855 Office . (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 VS 45100r+L�, Permit Number: D6/7006? I ❑ No one available for inspection: Time : AM/PM Re -Inspection required: Yes No When corrections have been made, call for rree-inspection at 303-234-5933 Date:' �� ' 1(� Inspector: /. C11� DO NOT REMOVE THIS NOTICE f CITY OF WHEAT RIDGE "�- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:5 Permit Number: ❑ No one available for inspection: Time «--`*�-� Ali(/PM Re -Inspection required: Yes { No *When corrections have been made, call for re -inspection at 303-234-5933 Date: > ',2/47' 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: �U- 9dz&4- Job Address: Permit Number: e ❑ No one available for inspection: Time,= i L= AM/..,PM,= Re -Inspection required: Yes ("No When corrections have been made, call -for re -inspection at 303-234-5933 Date: Inspector:' DO NOT REMOVE THIS NOTICE t 0o 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: log G� Job Address: 379 Wae swoo44i 131vd ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: '511 -MIS Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0� �J li Job Address: W Permit Number: r7-®/7LJ�)6� t N \ T_ , Ll f a — f ❑ No one available for inspection: Time ._"f , ,°r ' AM/PNj Re -Inspection required: Yes No/1' When corrections have been made, call for re -inspection at 303-234-5933 �.i6',K Date:—.� Inspector: d-�u 6� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0� �J li Job Address: W Permit Number: r7-®/7LJ�)6� t N \ T_ , Ll f a — f ❑ No one available for inspection: Time ._"f , ,°r ' AM/PNj Re -Inspection required: Yes No/1' When corrections have been made, call for re -inspection at 303-234-5933 �.i6',K Date:—.� Inspector: d-�u 6� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �1" Ait'_ GSC Job Address: � W_, � Permit Number: 0176 6 aA ❑ No one available for inspection: Time_5 R (JC/ A, P.. Re -Inspection required: Yes(�0L When corrections have been made, call for re -inspection, at 303-234-5933 Date • 151 IF Inspector: )�Aj U' l// �� DO NOT REMOVE THIS NOTICE Lugs CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: LW70 F12(f/y ❑ No one available for inspection: Time 0 5f) AIV/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: f' )�> Inspector:�--- DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 6/76726 1 1 r( ❑ No one available for inspection: Time Re -Inspection required: Yes -, No -' When corrections have been made, call for re -inspection at 303-234-5933 Date:3, ILl' / � Inspector:\vii r/ &�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 91 zz�o Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��/ � G A,, a— \fr Job Address: _C,�--- A- f' a - Permit Number: 0) %c D L D I ❑ No one available for inspection: Time Re -Inspection required: Yes tN) When corrections have been made, call fo re -inspection at 303-234-5933 Dater! 1-� � Inspector: DO NOT REMOVE THIS NOTICE A�J�1 . e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: U)60 A _ Permit Number: 0/ 70 2b2 1 f, y A- _ `� A s-. ❑ No one available for inspection: Time ```.r AM/PM` Re -Inspection required: Yes 3No When corrections have been made, call for re -inspection at 303-234-5933 Date:. S f JP 'IF Inspector: ��w DO NOT REMOVE THIS NOTICE i CITY OF HEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1� Al` ` V Job Address: 3795 &do -f' ) Permit Number:/ 0, �)6,; 11 ❑ No one available for inspection: Time�J ��M Re -Inspection required: Yes No l When corrections have been made, call for re -inspection at 303-234-5933 Date:.-; 'q' Sr%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: >/)G/ Prl ^ 6k Job Address: Permit Number: -®l 701 1 ❑ No one available for inspection: Time 4pm Re -Inspection required: Yes (N0-11) When corrections have been made, call for re -inspection at 303-234-5933 Date: � *g' /r Inspector: Je%J 64,r- - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /05/pd e Job Address: Permit Number: ❑ No one available for inspection: Time 70% 4M Re -Inspection required: Yes (�No,.-' When corrections) have been made, call for re -inspection at303-234-5933 Date: �' 7" / Inspector:�� DO NOT REMOVE THIS NOTICE ell*jy i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: // cIzl Job Address: 7Dq5 &a_,4X_ rt r Permit Number: /729i 1le L)No one available for inspection: Time % • �Z AWM Re -Inspection required: (Yes) No When corrections have been made, call for re -inspection at 303-234-5933 Date: .1')' o;2%'/K Inspector:` - DO NOT REMOVE THIS NOTICE ti4 ity of �co vlUNIT1' DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: November 16, 2017 PERMIT# 201702621 ADDRESS: 3795 Wadsworth Blvd., Wheat Ridge, CO LOT 1 , BLOCK n/a , The Corners Filing No. 1 SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all recently constructed building corners as stated herein have been found by me to be in compliance with all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 0.4' REAR: 554.0' SIDE: W 44.7' The MINIMUM ELEVATION has been determined to be: 5451.50' SIDE: E 81.6' (NAVD88). The above measurements have been determined on the following location: Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print Cameron M. Watson, PLS Professional Surveyor (Surveyor's Seal) Date November 16, 2017 FOR OFFICE USE ONLY Approved by: Inspector Date www.ci.wheatri dge.co. u s Rev 09/17 EXHIBIT W 38TH AVE 554.0' 1 NOTICE TO SURVEYOR: d Z NOT TO SCALE 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 09/17 • • LA:"VORP CRATEDD January 31, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building B Foundation West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado Project No. DN48861.000 As requested, CTL I Thompson, Inc provided testing and observation services for Wheat Ridge Corners, Building B in Wheat Ridge, Colorado. Services were provided on a part to full-time, on-call basis. Testing and observations for Building B are contained in the reports listed below. We performed compaction testing of sub -excavation, foundation wall backfill, footing subgrade, and utility trench backfill presented in our reports dated September 11 through December 13, 2017. The compaction tests and our observations indicated the fill was placed and subgrade prepared in general conformance with compaction recommendations. We performed reinforcing steel placement observation of slabs, walls, and footings presented in our reports dated November 10 through December 7, 2017. Our observations indicated reinforcement was placed in general conformance with the approved drawings and standard construction practice. We performed concrete testing of slabs, walls, and footings presented in our reports dated November 10 through December 8, 2017. The test results indicated the average 28 - day compressive strengths achieved specified strength. If we may be of further assistance, please call. Very truly yours, CTL I THOMPSON, INC Christopher N. Bouchet, P.E. Project Engineer CB/tw 1971 West 12" Avenue 1 Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 i CITY OF WHEAT RIDGE Building Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ILF I C Noo . �,c •�=-- Job Address: 3 Wi S__ Permit Number: ❑ No one available for inspection: Time I . r> AI' f, Re -Inspection required: Yes i'No When corrections have been made, call for re -inspection, at 303-234-5933 Date: G;),/ ' Inspector: DO NOT REMOVE THIS NOTICE 1078 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:767,S l'I- &tt ki- 1 Permit Number: >% 70 , 6,91 Llp No one available for ins inspection: Time Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: `_)' %� % Inspector: ��r�'' (� i l f - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 614K 61 Permit Number: ❑ No one available for inspection: Time 9,!24_-,' AV/PM Re -Inspection required: Yep-` When corrections have been made, call for re -inspection at 303-234-5933 Date: c? -13 1(6 Inspector: DO NOT REMOVE THIS NOTICE gIJ67B i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:3�C Job Address: Permit Number: /7 i ❑ No one available for inspection: Time 16 ' , XAM/P Re -Inspection required: Yes' No) When corrections have been made, call for re -inspection at'303-234-5933 Date: �� /I/• %� Inspector: AMM(;i. 1/�"4-- DO NOT REMOVE THIS NOTICE i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / `r Job Address: S Permit Number: / ❑ No one available for inspection: Time-,).' V�� AM PM Re -Inspection required: Y Isla� When corrections have been made, call for re -inspection at 303 -234 - Date: .2, a - 03-234-Date:.2,a Inspector: �l l�-�- 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: 1y Job Address: -7% 5 .st AeT*k Permit Number: ,;bl7eo L-tJ vaol waU 4� ❑ No one available for inspection:Time Re -Inspection required: Y No When corrections have been ma e, ca / for re -inspection at 303 -234 - Date: 2? 03-234- Date:_} c?' %/? Inspector: G % DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: o -�'. Conl4a.,d'lok.. Job Address: q.5 U26L�SW &v $- 1-L % Permit Number: -�Oi 76) F.F6 IJNo one available for inspection: Time �- AM%PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: , 7, H Inspector: Jam/ 6—, l��.c�-f— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 ?q -S ,dz�&W" o moi-, d Permit Number: QL17619c��1n ❑ No one available for inspection: Time > , ��%� AM/PM Re -Inspection required: Yes -,-No When corrections have been made, call for re -inspection at 303-234- Date:, 03-234- Date:,71 Inspector: )M.al 1 ,si+_ 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: 20/ -<� Job Address: 3 7q-55 OaJ.5k C'r'-+ k— WPermit Number: ��0 P, ,2eFl 0 H If A 77 d , 1 0 � ❑ No one available for inspection: Time ?A(V%PM Re -Inspection required: Yes,,'� No When corrections have been made, call for re -inspection at 303-234-5933 Datel ��' c' 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 InspectionType: ` a- G' Job Address: 3 7q_5 wfh Permit Number: ❑ No one available for inspection: Time ( .'60 AM10M Re -Inspection required: Yes (,'Nof When corrections have been made, call for re -inspection at 303-234-5933 Date 7 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: L/� �► Job Address: Permit Number: 70 ❑ No one available -for inspection: Time �� ' j `fr AM/PM Re -Inspection required: Yes( No When corrections have been made, call for r�,,V/ e-inspection )at 303-234-5933 Date: /0'L5,/7 Inspector: DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE 1- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / a a. Job Address: _;� 7q,5 Ze u_)bf f k Permit Number: 201 ZO.2G .21 ❑ No one available #orins inspection: Time A M/PM Re -Inspection required: Yes ;,No 1 When corrections have been made, call for re -inspection at 303-234-5933 Date: /,;?' /3, / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: U, 105U L_. Job Address: / /_4u N bvP Permit Number: ZO tl C� `ZCP 2,1 . a I ❑ No one available for inspection: Time A /PM Re -Inspection required: YesNo When corrections have been made, call fo : r -inspection ' at 303 -234 - Date: 1?JU ill Inspector: Y� 09&c DO NOT REMOVE THIS NOTICE City of' W he atP C COMMUNITY DEVELOPMENT jd 1'A)g a01 � 0 U F( City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: November 16, 2017 PERMIT# 201702621 ADDRESS: 3795 Wadsworth Blvd., Wheat Ridge, CO LOT 1 , BLOCK n/a , The Corners Filing No. 1 SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all recently constructed building corners as stated herein have been found by me to be in compliance with all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 0.4' REAR: 554.0' SIDE: W 44.7' The MINIMUM ELEVATION has been determined to be: 5451.50' SIDE: E 81.6' (NAVD88). The above measurements have been determined on the following location: Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print Cameron M. Watson, PLS Professional Surveyor tr, 3$311 o (Surveyor's Seal) Date November 16, 2017 FOR OFFICE USE ONLY Approved by: i pdr, / Inspector Date www.ci.wheatridge.co.us Rev 09117 EXHIBIT W 38TH AVE 54, 5451.$6' x5451.8451.59' ; 5451.55' d. 5452 5451. 2.7 60'l i PROPOSED R.O.W. LINE 1.3'5451.59'-5451.56' 5451.54' S451.54'� ,.- 44.T ------ -5451.58' 5451.$9- --5451.54' '20 5451.54' S, 5451.50- 1.7' 451.50J1.7' 5451.52' ro jr-5451.52' BUILDING B // ��s451.54' j FOUNDATION AREA �asi.54' 5451.56' 9.0' 6,539 SQ. FT. o s 81.6' -2.6' 5451.55' 5451.61' 1545156' 0.6''ti� /// !i^ 2.01 5451.61'--v //! / 5451.51' 5451.57' 3.3'-- 4.7 34.6' j 34.6 14.0' 5451.62' 5451.53' S'3 545137:'-,53 .`5451.59' 5451.52` 5451.63' \_ 2.3' �,�-545L53'J2.7'1.3' \, 10 5451.5T \ 1.0' 5451,55' x3.3' 5451.62'545158' 5451.59' 5451.59' 554.0' 2 NOT TO SCALE NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 09/17 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: 2 )I 5tAf5CF.T IC AELF— koo D Job Address: `379 � Permit Number: 2-0 112 0 2 (2 ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, Rdlfor Date: 1112-1 % 11- 1 at A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ()Kll�� ��IIi PWIU f2-> Job Address: 3"19 5 1/464 /4 MTM E) D. Permit Number: SO 1 '1 D'2 Q Z j R11�� ❑ No one available for inspection: Time 6'50 AM PM Re -Inspection required: Yes No When corrections have been made, call fq"f-inspection at 303-234-5933 )C - Date: I t /?,b 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2(),�/ ��i-.--ICO�JDOT- JobAddress: Permit Number:(�(��(�2/ ❑ No one available for inspection: Time .�AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector-�. — =� DO NOT REMOlf THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line y (303) 235-2855 Office • (303) 237-8929 Fax } INSPECTION NOTICE A , Inspection Type: Job Address: -s Gtr f lit Permit Number: ❑ No one available for inspection: TimeM Re -Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: / / ' ��) * / Inspector:�--- DO NOT REMOVE THIS NOTICE 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: 31 - C01S . KTQ Job Address:�1�i �� �J Permit Number: �t)17OO� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections] have been made, call for Date: IlInspector: i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3/o F_ 177 Job Address: % l/1/�W9-"It,17 t3 d°c/ Permit Number: ?01705r19(0 -qU 1 rP6 C&I-1,J d ❑ No one available for ins ction: Time 1 ,-2_/�j AM/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: ) 1// 7 Inspector: h DO NOT REMOVE THIS NOTICE T ('of li s A i CITY OF'WHEAT RIDGE V, Building Inspection Division _: �9�(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � � uda_ I � 8 0q )sS Job Address: 7� Permit Number: % 7O t ❑ No one available for inspection: Time c�) �� D 1!A M Re -Inspection required: Yes �`No When corrections have been made, call for 1re-inspection � at 303-234-5933 Date:,d- 15, % 7 Inspector: DO NOT REMOVE THIS NOTICE I _ 41 CITY OF WHEAT RIDGE Ccr�'�5 i �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 1-9C,-�_�NSPECTIONNOTICE Inspection Type: O� Job Address: - !) Permit Number: .�%:.` %C) c.'-bt 1 ❑ No one available for inspection: Time AV/ -PIM) Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date://,, / 0-) ) 7 Inspector: �VTO 6 ! (bar-, DO NOT REMOVE THIS NOTICE If i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 103/ Job Address: Permit Number: ❑ No one available for inspection: Time AM/FSM Re -Inspection required: Yes No When corrections have been made, ca for1re-inspec6ctti�on a)t 303-234-5933 Dater/ &) ' &)'l 7 Inspector: v� 1b�'1111� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3D3/ AtllSt- Job Address: boaAarhk Permit Number: ❑ No one available for inspection: Time _Al fIPM Re -Inspection required: Yes QNo > . When corrections have been made, call for re -inspection at 30�3-234-5933 Date:// '/20, 7 Inspector: 3eV>� �/J '� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: :tom• - M r2 Job Address: 3j9s- ()AO il`)a s1 P (- Permit Number: 241Wob ( I S_� inx Mts y LlNo one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for rg:4"nspection at 303-234-5933 `t s!ec' Date: in (U 2 �" DO NOT REMO E THIS NOTICE n . City of Wheat Ridge Commercial Miscellan PERMIT - 201700711 PERMIT NO: 201700711 ISSUED: 05/30/2017 JOB ADDRESS: 3795 Wadsworth BLVD EXPIRES: 05/30/2018 JOB DESCRIPTION: Temporary sales and construction trailer *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS, GC (303)657-9700 Robert G. Brinkmann 170092 Brinkmann Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 60.68 54.00 93.35 _ 208.03 3,000.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. 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 thispermit. 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.beperf-owned is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWItR or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit 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 andprocedures 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 co&or-ahy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of W heat-j� idge �MUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFIICE USE ONLY Date: 5 1 )q i I r in Plan/Permit # I Plan Review Fee: PA I " Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address. 5 -I Property Owner (please print): ��� '� i�" tJ C �>I v�i�r1 `' ; Li, L Phone: x) 'RIO 07 Z � Property Owner Email: tS Tv'rZu✓� C i C C�2 �� (� � U�"l)VZ cgZ�i' l t�(,. J.Z. `?-`7��,- t e 4-1 Mailing Address: (if different than property address) Address: q ? 1 t/ j f'1 ii� �� �_),j City, State, Zip: Li TTL -5 -VK/ , 60 '? O I Z(2 Arch itect/EIng 1neer: PC;f W1_ W' Architect/Engineer E-mail: SK1 r'TG'ii1,,� PA/) --LL-- i WPhone: _7 Z0— 'Z S -_ 6?z (;, Contractor: 7 �,I 1/t/X 6 4 l- W C� '�7�✓�-'TZ%2 i Contractors City License #: Phone: � n — � 7 Contractor E-mail Address: F�-)l I -96- & ✓ 9QQ_i 04,LVV (-UUP Sub Contractors: id L' �_ Electrical W.R. City License # Other City Licensed Sub: City License # Tr, P5, D 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 p 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) GLI T7 0,,, ' 01= f,� lS77,"v ' i3 V/ t -i-'y0 S T S i7L OtfV&--�t c7r1V Ly2y% (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.) FL57ZA4 11' {fit' Cx V —tOO -T--o I u/ 7i?Z 1. TL5V i' io rt. G1 `( c21 -S l Zz� Jai 6' G T (- ,� L 1 1 �'l I/V(� ta'11� f � �012`�-( w�7j C..�lE-►��!'�, � � � �� � ��`� �- `f'U1,G(il�/ Lt�tirL i l f C�Lc?%1(� �--012. SU✓M P f l�t�22 ©�-I,� �al�/�(���� Ks�S (3�c/-vim i��'�v✓tom f3 � ���� L- w-oyt, �S, Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ s- J I f , 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) CONTRCA TOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name):-1 ame): DATE:IV 'A i r t ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: -,� Building Division Valuation: $ i )W3a 39 OlGr, s JJ DNUSIXI � i ,A,a 014 �-WIZYItRiqw . �Co�MUNirr DEVEEpI'MEMT APPROVED Reviewed for Code Compliance L]�D�,71 4- 1 Hata Ewmine► Oats vy [,fid wswrk� The,smmxe of o 0~ Glop d1plo" I mdcomputoti0fsshoNnabeo0crosklo:of 'pp at at a"r Flo any of the prW5jans of the bulking code a oJatrp CiIY oo=h. presuming to oi�r o✓rhnrity to violateoJcoaN the 0�� of the codes or oche, otdoances of the City shall not be yorsd. 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KMI 37Ntl9an151❑dO S11Wl- D'sv ea --®—� City of Wheat Ridge Commercial Miscellan PERMIT - 201708286 PERMIT NO: 201708286 ISSUED: 10/20/2017 JOB ADDRESS: 3795 Wadsworth BLVD EXPIRES: 10/20/2018 JOB DESCRIPTION: Flat work for site development for new commercial at The Corners on Wadsworth *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L GC (303)657-9700 Robert G. Brinkmann 170092 Brinkmann Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** **This permit is for site development only** Permit fees are included in the listed permits for the building shell and core ror following: Permit No 201702619 - 3727 Wadsworth Boulevard Permit No 201702620 - 3753 Wadsworth Boulevard Permit No 201702621 - 3795 Wadsworth Boulevard Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge `pCommercial Miscellan PERMIT - 201708286 PERMIT NO: 201708286 ISSUED: 10/20/2017 JOB ADDRESS: 3795 Wadsworth BLVD EXPIRES: 10/20/2018 JOB DESCRIPTION: Flat work for site development for new commercial at The Corners on Wadsworth I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specification.. applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermtt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed andath ail work to be performed is disclosed in this document and/or,its' accompanying approved plans and specifications. Signature of MVNEA fir CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific apprw, al. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of anv applicable code or an ' aA;ceor ug_n o this urisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Z W heat-i"dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us #23 FOR OFFICE USE ONLY Date., 10/13/2017 n Plan/Permit # Plan Review Fee: No Fee* *See Permit #s 201702619, 201702620, 201702621 Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. PopertyAddress? tj6 44,o '71- Prrn/t}iZ4 G4141�f oAerty°Owner (please print): C�VJ,.R"h/T'" Phone: � t�,� — ROO —01 Z i• Propeky Owner Email: 2>TV(L-AV- GOL tA-1 �-Do I G -owl Mailing Address: (if different than property address) Address: `-"l g 1 49V T4 P"_X LAA V6 City, State, zip: Ll 7T(_'k--' T 0W ) Gtr ero l Z, o Architect/Enalneer• Po/ kv Architect/Engineer E-mail: MIMA/ � �'V �y� � `"hone: Contractor: 60/iI�5WC*_W 5 Contractors City License #: I-7DQgZ Phone: 303 - 657- c�7n�i Contractor E-mail Address: 6 -'�-I L_ f )KK 19 94$/10 d?aAy AI - 40M Sub Contractors - Electrical: 7_8 fj Plumbing: 7-3.6 Mechanical: 11//,4 W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all 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/APPLIjNCE REPAIR or REPLACEMENT ;OTHER (Describe) S 1 0"n yPm kH %V ` (For ALL projects, please provlde.a.detailed description of work #o,b performed, rncluding curre. use of areas. proposed uses, quare,footage, existing condition and proposed new condition; appliance size and efficiency, type and amount of materials to be :used,' Sq. Ft.lLF Btu's Gallons Amps Squares Other Project Value; (Contract value or the cost of all materials and labor included in the entire project) OWNERWONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE (OWNER) CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) ) �} Electronic Sienature (first and test name): DATE: O !{ y o / DEPARTMENT OSE- ONLY ZONING GQMMMENTS OC UPANCYGLASSIFIOATION p. ( �_f Reviewer/(+ ON �.'� '.+ �^'1.. Building Division Valuation: $ City of W heat Idge PUBLIC WORKS Memorandum TO: Lauren Mikulak, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: September 29, 2017 SUBJECT: WS-16-03/The Corners Filing No. 1, W. of Wadsworth Blvd., 35th -38th I have completed my 5th review of the Civil Construction Plans and Final Drainage Report for The Corners project located west of Wadsworth Blvd., between W. 35th Avenue and W. 38' Avenue received on September 28, 2017. This Memo is to inform you that all civil engineering documents for this development have been reviewed and are hereby approved for construction by the Department of Public Works. Please note that a Stormwater Maintenance Agreement (SMA) accompanied by an Operations and Maintenance (O & M) Schedule for both detention/WQ facilities shall be required prior to issuance of the first Certificate of Occupancy (refer to item 1 c below). Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 2. PRECONSTRUCTION MEETING: A minimum of ten (10) days prior to commencement of any construction activities, the General Contractor shall schedule a Pre -Construction Meeting. Be advised that no Right -of -Way Construction or Building Permits will be issued until this meeting has been held. Contact Russ Higgins, Field Services Supervisor at 303.235.2861 for further information. The Corners Civil Plans-FDR_Approval.hr.docx Public Works Engineering September 29, 2017 Page 2 3. Public Improvement Restoration/Debris Tracking: It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements along Yukon Court, W. 38tb Avenue, Wadsworth Boulevard, and W. 35ffi Avenue as a direct result of related construction traffic. Also, the contractor will be responsible for maintaining all affected roadways on a regular basis such that they remain free of construction debris and tracking from construction traffic accessing the site. 4. Drainage Certification/ As -Built Plans/ SMA and O & M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification (1 signed & sealed hardcopy & 1 PDF scan): Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter (DCL) shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As -Built Plans (1 signed & sealed hardcopy w/PDF & 1 AutoCAD drawing, 2013 DWG or older format): The following items shall be included in the As -Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 1. Drop Inlets, grate and invert elevations. ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) iii. (Public) Street Improvements: 1. Curb and gutter (flowline elevations at max. 100' spacing). 2. Sidewalk spot elevations (random, at sufficient spacing to determine ADA -compliance). 3. Regulatory signage. As stated above, three (3) copies of the "As -Built" Plans are to be submitted as follows: The Corners_Civil Plans-FDR_Approval.ltr.docx Public Works Engineering September 29, 2017 Page 3 i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2013 DWG or older format, and one (1) file in PDF format (of the signed & sealed sheets). Stormwater Maintenance Agreement and O & M Plan: All post - construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker StormcepterV, hydrodynamic separation systems such as a Contech Vortechs®, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log shall be required prior to issuance of the first Certificate of Occupancy. The O & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. 5. Materials Testing for any Construction within the Public Right -of -Way: It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub -grade compaction and other related material tests for any improvements to be constructed within the public Right -of -Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) The Corners_Civil Plans -FDR_ Approval.ltr.docx Public Works Engineering September 29, 2017 Page 4 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture -density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. The Comers_Civil Plans- FDR_Approval.ltr.doex Public Works Engineering September 29, 2017 Page 5 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture -Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6 -inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, T209 place density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing The Corners_Civil Plans-FDR_Approval.ltr.docx e -Courier - User: time Print: This Order IDestination Mao1BOL Labels: Default (Small 14x6 ICustom 2x3 lCustorn 4x6 jPieces jPieces 4x6 lReceipt Trnrlrinn r)nfnilc Page 1 of 1 Ordered Ready I Dispatched Picked Up I Due By 10/5/2017 11:23AM 1 10/5/2017 11:23AM 1 10/5/2017 11:23AM State 1 10/5/2017 3:23PM Order Information Tracking Number 423447 Name Nicole Phone 3035735757 Account Name ABC Imaging Pickup Name ABC Imaging Address 1 77 Kalamath St Address 2 City Denver State CO Zip 80223 Country USA Contact Phone 16861378 Delivery Name City of Wheat Ridge- Public Works Address 1 7500 W 29th Ave Address 2 City Wheat Ridge State CO Zip 80033 Country USA Contact Dave Brossman Phone Ready 10/5/2017 11:23AM Delivery Time Signed By Service Stdrd4 Weight 1 Ib. Pieces 1 Desc Route Reference 16861378 B/L Declared Value Amount $12.00 http://timecourier.e-courier.com/timecourier/home/PrintOrder.asp?UserGUID={ 7F188912... 10/5/2017 City of Wheat Ridge " R Commercial New Struc PERMIT - 201702621 PERMIT NO: 201702621 ISSUED: 10/20/2017 JOB ADDRESS: 3795 Wadsworth BLVD EXPIRES: 10/20/2018 JOB DESCRIPTION: New commercial structure (core & shell only) - 6,387 sq ft - Bldg B Site work on Permit No. 201708286 *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS, GC (303)657-9700 Robert G. Brinkmann 170092 Brinkmann Contractors SUB (303)648-3365 John Pniak 170640 Interstate Mechanical Inc. SUB (720)887-3877 Wayne Nemitz 060164 Core Electric, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 894,000.00 FEES Total Valuation 0.00 Plan Review Fee 3,821.38 Use Tax 18,774.00 Permit Fee 5,879.05 ** TOTAL ** 28,474.43 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. This core/shell permit may be closed out prior to completion of site work, but no CO for tenant finish may be approved prior to completion of site work (permit no 201708286) Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. This permit is associated with the following: Permit No. 201702621 - 3795 Wadsworth Blvd - Bldg B Permit No. 201702620 - 3753 Wadsworth Blvd - Bldg C Permit No. 201702619 - 3727 Wadsworth Blvd - Bldg D Permit No. 201708286 - Site Work Only No Mechanical included on this permit. City of Wheat Ridge d Commercial New Struc PERMIT - 201702621 PERMIT NO: 201702621 ISSUED: 10/20/2017 JOB ADDRESS: 3795 Wadsworth BLVD EXPIRES: 10/20/2018 JOB DESCRIPTION: New commercial structure (core & shell only) - 6,387 sq ft - Bldg B Site work on Permit No. 201708286 I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications: applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and t a all o k o be performed is disclosed in this documeen g�r 'ts' accompanying approved plans and specifications. d/p / �%7 Signature of' O*&ER/ 4.r CONTRACTOR (Circle one) Date 1. This permit was issued aced on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of ff the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior andspecific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of 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 permil shall riot e construed to be a permit for, or an approval of, any violation of any provision of any applicable code an ordinanc-e�Pr t o of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat �e COMMUNITY DEVELOPMENT FOR OFFICE dSE ONLY Date: Plan/Permit# Building & Inspection Services Division 7500 W. 29`x' Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits0d.wheatridge.co.us %U D Building Permit Application - *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: (Bldg B) 3795 Wadsworth Blvd. -- lillilliff Property Owner (please print): Quadrant Properties Phone: 303.807.5771 Property Owner Email: bturner@quadrantcolorado.com Mailing Address: (if different than property address) Address: 981 SouthPark Dr. Citv, State, Zip: Littleton, CO 80120 Architect/Engineer: Nama Partners, LLC Architect/Engineer E-mail: mbrettmann@namapartners.com Contractor: Brinkmann Constructors Contractors City License #: N/A Contractor E-mail Address: bjilke@askbrinkmann.com Sub Contractors: N/A Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: 303.514.3434 Phone: 303.996.3141 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) ❑x NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL 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) (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.) We propose to build three new ground up buildings at the corner of 38th & Wadsworth. All new utilities will be provided. Currently an old Ford dealership is be removed and site is being cleaned up for this new development. A n ' Sq. Ft./LF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ +/- $894,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or ( TI'^P. /?—^ t 6 of (OWNER) (CONTRACTOR) Electronic Sienature (first and last name): DATE,— DEPARTMENT AT DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: Vl�, U . & -lit' � �' ` 3.0 aAdwl `' cfi ova �,, � �' i �" f r✓ BUILDING DEPARTMENT COMMENTS: V Reviewer: tZJ p d::ok � 4/" n ^ ^ r' ZJJOY) Pgiipli-nsOIT t-0 OCCUPANCY CLASSIFICATION: I,/11/r7 Building Division Valuation: $ City of -7'' Wheat Ridpre CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303,235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: May 16, 2017 Project Address: Bldg "B" - 3795 Wadsworth Blvd. Bldg "C" - 3753 Wadsworth Blvd. Bldg "D" 3727 Wadsworth Blvd. Name of Firm/Individual submitting documents: Nama Partners, LLC Mike Brettmann Project Type/Description: Commercial Retail development of three new ground up buildings at the corner of 38th & Wadsworth Signature of Finn Representative or Individual:' c-� DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY `-V'07�gapq- S , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented:(Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District a Valley Water District o Denver Water e Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: C-0e0-Z>1fJA 1ok3 iP-r6A-e��4 Ste, (Cfl.J I A -p FF CS , CA PA -,-,(7:Z Signature: !'-``-2----= Date: (Agency Representative) MVM, - E1J6,•uEE+- pep F-r>e- W�$1� �vyx� cin „I I11LI 1t TL - CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.E 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: May 16, 2017 Project Address: Bldg "B" - 3795 Wadsworth Blvd. Bldg "C" - 3753 Wadsworth Blvd. Bldg "D" 3727 Wadsworth Blvd. Name of Firm/Individual submitting documents: Nama Partners, LLC Mike Brettmann Project Type/Description: Commercial Retail development of three new ground up buildings at the corner of 38th & Wadsworth Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, b2dicated si ature below, hereby acknowledge receipt of documents necessary for review and approval of the projecabove. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection dp Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Notes: LA-) v vi, Signature: Date: (Agency Re r se five) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other iz 1,2111-7% (or nama partners Iic LETTER OF TRANSMITTAL 6140 Greenwood Plaza Blvd. Greenwood Village, CO 80111 720.289.0001 To: City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80033 From: Mike Date: Job Number: Date: 08-31-17 Attention: Kim Cook Regarding: The Corners at Wheat Ridge WE ARE SENDING YOU: ❑ Attached ❑Under separate cover the following items: ®Drawings ❑Copy of Letter ❑Specifications ❑Samples ❑Shop Drawings ❑Addendum ❑Change Order ❑Check ❑ 2 _+____08-30-17 Complete full size sets, wet stamped of approved drawings THESE ARE TRANSMITTED as checked below: ❑For Approval ®Approved as Submitted ❑Resubmit copies for approval ❑For Your Use ❑Approved as Noted ❑Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑Return corrected prints ❑For Review & Comment ❑ ❑Prints Returned After Loan to Us ❑For Bids Due If enclosures are not as noted, kindly notify us at once. Herb Casner From: Bob Turner <BTurner@quadprop.com> Sent: Wednesday, May 17, 2017 6:02 PM To: Brettmann Mike; mreding@quadrantcolorado.com Subject: Fwd: Corners at Wheat Ridge Sent from my iPhone Begin forwarded message: Resent -From: <bturner@quadrantcolorado.com> From: Plan Review <PlanReview@westmetrofire.org> Date: May 17, 2017 at 6:01:33 PM MDT To: "bturner@guadrantcolorado.com" <bturner@quad rantcolorado.com> Subject: Corners at Wheat Ridge There will be a separate Project for each of the (3) buildings. Your plans have been accepted and are in the queue. You will be contacted once the plans have been reviewed. Our turn around time is approximately 6 weeks. Regards, West Metro Fire Rescue Life Safety Plan Review Desk Y Al �V.y` NVCSt Moro Fire Rescue