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Home My WebLink About3727 Wadsworth Boulevard (The Corners - Bldg D)WN West Metro Fire Protection District M433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 Occupant Name: Cost Cutters (TI, FA, FS) Contractor: Front Range Fire Protection, Inc. Address: 3727 Wadsworth Boulevard InspectionType: Sprinkler Final (REQUIRED: Wheat Ridge, CO 80033 Number of heads and the contact information for the onsite contractor is required in the notes box below) Permit Number: 190304001 -FS Inspection Date: 5/23/2019 Inspected By: Jim Hamling - 146202873 303-989-4307 jhamling@westmetrofire.org At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved N ce y L l� d ,y � � d ❑ C � I W c V cz �J m C � � 0 aN N x d O �Qy �cn fJ, A rJ4 H O 4J C o c Qooy, m O d 'a U to .) r oa Q� a U� E, 4J E-4 w m44 ya a., o m v O O O O C O H C •,-i j o .e d A 0 m Fa �Ww b O (1)41 'r�i �44 N u�i� been Acn�ao ;n � ❑ `°CL� •d •d • U y CU P4 .) V U ��0 a 3s =44 A o N _� d3 cn J �� o owaa u rd > o G� 3° C7 m N O ms zsw A� o�W a�U co O'`� a F 3 Q W N V. b w 0� y 3 �i N U 0 E 0-4�;o m b a ❑ 3 N O GTi C as Q❑ w z 0 p O row O s. aQ ¢�WANZ m r H U b N h F. C U!� ry 1 4° c W o 1' rawF 1 U w " C 4) 4.) m O °i OUaar=, N PERMIT NO. 201902161 BUSINESS NAME: Five Guys City of WheatRLidge BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME At BFI INSPECTION DAY/TIME_ INSPECTION DAY/TIM ADDRESS: 3727 Wadsworth Blvd #126 CONTACT NAME: Ryan 27232 SQ FT Jam- ' OCCUPANCY TYPE 1 OCCUPANCY LOAD \41- V CONSTRUCTION TYPE ;_SPRINKLERED NON-SPRINKLERED spector sfg-nature Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �5 7 277 I Tao )> Permit Number: 201 `1 D ) tLe-)� ) ❑ No one available for inspection: Time I I VK 4AM/P'M Re -Inspection required: Yeses No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. whea tridge. co. ussrinspection Date: %2_r i ;2 Inspector: " 1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '9 L-( Job Address: ?272:7 Permit Number: 20119 ❑ No one available for inspection: Time) I ____"1_0 .1M Re -Inspection required: YesNo f When corrections have been made, schedule for re -inspection online at: h ttpYlwww. ci. wheatridge. co. us-Onspection Date: ,^., � ? Inspector: DO NOT REMOVE THIS NOTICE Inspection Type: CITY OF,WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes �'�o When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date:—) 7_-- L-1- I e Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office NSCT EgIOMLNOTICE Inspection Type: Job Address: Permit Number:r ❑ No one available for inspection: Time/ Re -Inspection required: Yes( --No M When corrections have been made, schedule for re -inspection online at: httpYl Date b City of Wheat Ridge ` " Commercial Fire Sprinkler PERMIT - 201902501 PERMIT NO: 201902501 ISSUED: 12/02/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 126 EXPIRES: 12/01/2020 JOB DESCRIPTION: Fire sprinklers - 2,000 sq ft total *** CONTACTS *** OWNER (303)800-0921 QUADRANT WHEAT RIDGE CORNERS L SUB JUSTIN TROSTIL 190336 AMERICAN SPRINKLER INC *** PARCEL INFO *** ZONE CODE: SUBDIVISION CODE: *** FEE SUMMARY *** Total Valuation Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** UA / Unassigned 360 / Shopping Centers ESTIMATED FEES 0.00 46.20 93.35 139.55 USE: BLOCK/LOT#: PROJECT VALUATION UA / Unassigned 2,200.00 *** 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. 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 performed and that all w rk to be pertormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur OWNER or CO CTOR cle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 of4mance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signaturi ie uil�ng Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of heat Rge MUNITy DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY I Date: Plan/Permit # ► � I �� I I / 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 __)cV) kdg)S'v✓o, � 6W (2-L Property Owner (please print): Phone: Property Owner Email: Tenant Name (Commercial Projects Only) ( ie L-70Vs Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor Name: eriLc1A Phone: City of Wheat Ridge License #: Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): v.; rN i Von, t ( Phone: 3D3,3 8_� CONTACT EMAIL(p/ease print) '4 0 , Qty'► r 4 /1 P i - �`d�7 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. Q,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 �� f 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) a (161 () 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 t"plication. CIRCLE ONE: (OWNER) (CONTRALTO\ or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): f DATE: Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: cg o `rde rNJ a�.'Ommm l- d8§1 -q soa ;EAx mDmD E, 2, om tiN x) 24� Z vm." 2 2 2Y, €° O Z D S T S m,— T O Z Z m 2 m DLZiy �Z�m Dm �O tim DD "0- A O 0 r Z z m z,y 3 D x A 0z Amob �3mA ASI op y (n m moDFmo zn ni m z� �Az c: xp _ 0 mA n n D T A p p 2 N K N v A �c mmm �m z j z N p p p S N -n m 3oD —0 T.O QDp Z° rmi '0 >0 cryo m zm mmz mOzi Omv DANA 0- y `- O Atm °Nz0 m A z o2om `�"P m < _2O oimF z D m-1 O AFN m°2ti p D m-Ic oFE o ISiI m A Z M 6 ? D A I~f l 0° N 5 z o z m T m A y 0 m 00 v GOG D = Om p m r y m D _______________________ F � A 1 rl s I i m= 0� I 1_______________________-L z 5;o i Si ifLi 1 1 1 1 ------------------------ n 1 1 � 1 L 1 a F of AMERICAN SPRINKLER INC. 5 Guys Burger and Fries 0EA "GROy 5151 Bannock St 3727 Wadsworth Blvd. #126 -n m Denver, 03 80215 Wheatridge, CO 80033 303.383.5021 (303.383.5023 FX) STATE LICENSE 19 -SF -065 CONTRpCIpR: RGC m= 0� z 5;o i Si ifLi - A 57Lms L o. z OO� K �� T of AMERICAN SPRINKLER INC. 5 Guys Burger and Fries 0EA "GROy 5151 Bannock St 3727 Wadsworth Blvd. #126 -n m Denver, 03 80215 Wheatridge, CO 80033 303.383.5021 (303.383.5023 FX) STATE LICENSE 19 -SF -065 CONTRpCIpR: RGC ags aR$ga Rga3 g_ N111 €`s�a•i 3a $ Sig �38R. .3 F ! 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NIHdS 32113 30 13S SIHI sluTllwgnS lonpOJd EE008 OD `ai?P!J c3gAk 9Z I# PAIS uTJoMsP'uAk LZL E S;)Ij j PUL) Ja .ung s nD s EXISTING HEADS 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 • www.globesprinkler.com Technical Support • 989-414-2600 • techservice@globesprinkler.com SERIES GL -QR STANDARD COVERAGE, QUICK RESPONSE UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLERS K -FACTOR: 2.8, 4.2, 5.6, 8.0 GENERAL DESCRIPTION Globe Series GL -QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K -factors, temperatures and finishes as shown. Recessed escutcheons with either '/" or 3/4" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkleriescutcheon combinations and Listings). Some pendent models are additionally available with a special "Seismic" escutcheon to meet the IBC-ASCE/ SEI 7 requirements for use ki seismic design categories C, D&E. OPERATION Upon exposure to heat su.:;h as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN • Upright: GL2815, GL4215, GL5615, GL8115, GL8118 • Pendent, Recessed Pendent: GL2801, GL4201, GL5601, GL8101, GL8106 Approvals • cULus • FM • LPCB • CE • See Approval Tables Maximum Working Pressure • 175 psi (12 bar) • Factory tested to 500 psi (34 bar) Minimum Operating Pressure • 7 psi (48 kPa) Temperature Rating • See Approval Tables Materials of Construction • Frame - bronze • Deflector - brass • Screw - brass • Lodgement Wire - stainless steel • Bulb seat - copper • Spring - nickel alloy • Seal - teflon • Bulb - glass with alcohol based solution, 3mm • Escutcheon Assembly - carbon steel SEP 2019 RECESSED PENDENT SEISMIC IBC/ASCE/SEI CODES FINISHES AND ACCESSORIES Finishes • Factory Bronze • Chrome • White Polyester • Black Polyester - special order Escutcheons • Brass • Chrome • White Polyester • Black Polyester Wrenches • Standard • Recess • 1/2" NPT • 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized - GFS -100 PAGE 1 OF 6 INSTALLATION NOTICE Do not install any bulb -type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak -tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft. -!b. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft. -Ib. (26.8 Nm) to 3/4 inch NPT threads. Step1. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench -tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS -840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). Wol FIGURE 1: STANDARD SPRINKLER WRENCH '/2" NPT PIN 325390 %" NPT PIN 312366 SEP 2019 GFS -100 PAGE 2 OF 6 TABLE A; UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 I') GL5615 I'I GL8116 * GL8118 (1) ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K -FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F(57°C) 135°F (57°C) 135-F (57-C) 135-F (57-C) 135-F (57-C) 155-F (68-C) 155-F (68-C) 155-F (68-C) 155°F(68°C) 155-F (68-C) cULus Listed 175-F (79°C) 175°F (79°C) 175-F (79°C) 175-F (79°C) 175-F (79°C) 200-F(93°C) 200-F (93-C) 200°F(93°C) 200-F (93-C) 200-F (93-C) 286-F(141°C) 286-F(141°C) 286°F(141°C) 286°F(141°C) 286-F (141-C) 135`F(57°C) 135-F(57°C) 155-F (68-C) 155-F (68-C) FM Approved NA NA 175-F (79°C) NA 175°F (79°C) 200°F(93°C) 200°F(93°C) 286°F(141°C) 286-F(141°C) 135-F (57-C) 135-F (57-C) LPCB 155-F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) -C) NA 175-F (79°C) 200'F (93 200-F (93°C) 286-F(141°C) 286-F (141-C) 135-F (57-C) 135-F (57-C) 155-F (68°C) 155-F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200-F(93°C) 200°F(93°C) 286°F(141°C) 286°F(141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. SEP 2019 DEFLECTOR FRAME COMPRESSION SCREW BULB 2-1/4" BULB SEAT— (57.1 mm) WRENCH FLAT LOBE 1/2" NPT 7/16" (11.1 mm) NOMINAL MAKE -IN FIGURE 3: SERIES GL -QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 DEFLECTOR FRAME COMPRESSION SCREW 2-7/16" BULB (62 mm) BULB SEAT— WRENCH FLAT LOBE 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE -IN FIGURE 4: SERIES GL -QR UPRIGHT SPRINKLERS G L8118 GFS -100 PAGE 3OF6 TABLE B; PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL6601 0) GL8101 * GL8106 0) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K -FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135-F (57C) 135-F (57-C) 135-F (57-C) 135°F(57°C) 135-F (57-C) 155°F(68°C) 155°F(68°C) 155-F (68-C) 155-F (68-C) 155-F (68-C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200-F (93-C) 200°F(93°C) 200-F (93-C) 200°F(93"C) 200-F (93-C) 2867(141'C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286-F (141-C) 135°F (57°C) 135°F (57°C) 155-F(68°C) 155-F (68-C) FM Approved NA NA 175°F (79°C) NA 175°F (79"C) 200-F (93-C) 200-F (93-C) 286°F(141°C) 286°F(141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 2007 (93°C) 200°F (93°C) 286°F(141°C) 286°F(141°C) 135°F (57°C) 135-F (57-C) 155-F(68°C) 155°F(68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F(93°C) 200-F (93-C) 286°F(141°C) 286°F(141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT VVITH POLYESTER COATING. SEP 2019 7/16" (11.1 mm) NOMINAL MAKE -IN 1/2" NPT WRENCH FLAT 38010 BULB SEAT 2-1/4" BULB (57.1 mm) COMPRESSION SCREW FRAME DEFLECTOR FIGURE 5: SERIES GL -QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GL8101 1/2" (12.7 mm) NOMINAL MAKE -IN 3/4" NPT WRENCH FLAT 3900 BULB SEAT 2-7/16" BULB (62 mm) COMPRESSION SCREW FRAME DEFLECTOR It FIGURE 6: SERIES GL -QR PENDENT SPRINKLERS G L8106 GFS -100 PAGE 4 OF 6 TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 (1)(1) GL6601 (')(z) GL8101 * (')(2) GL8106 (1)(2)(3) ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K -FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 332073-W 135-F (57-C) 135-F (57-C) 135-F (57-C) 135-F (57-C) 135-F (57-C) 155-F (68-C) 155-F (68-C) 155-F (68-C) 155-F (68-C) 155°F(68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200-F (93-C) 200-F (93-C) 200°F(93°C) 200°F(93°C) 200°F(93°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) FM Approved 135°F (57°C) 135°F (57°C) Note: %" Adjustable Recessed NA NA 155°F (68°C) NA 155°F (68°C) 175°F (79°C) 175°F (79°C) Escutcheon only 200°1`(93-C) 200°F (93°C) 135°F(57°C) 135°F(57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F(141°C) 286°F(141°C) 135°F(57°C) 135°F(57°C) CE NA NA 155°F (68°C) NA 155°F (68°C) 175"F (79°C) 175°F (79°C) 200-F (93-C) 200-F (93-C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING (2) cULus / LPCB /CE APPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEON (3) FM APPROVED FOR BRASS FINISH ONLY 2 15/16" DIA. 2" DIA. MIN. HOLE IN CEILING 129/32" DIA. I I I I REDUCER ) 1 I I ® i/8" MIN. 5/8" MA%. - 1/Z" ADI. 7/8" MA%. - 3/4"ADJ. 1 CEILING CUP 1" MIN. 1/8' RETAINER 13/4" MAX. FIGURE 7: RECESSED ESCUTCHEON TABLED: STANDARD ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B 4 112" (114mm) DIA. 37/8 4.( 1D1-) DIA. MIN. HOLE IN CEILING REDUCER _1 29L2_' (48mm1DIA_ I I I_ I I I -. 1/8" (3mm) MIN. (16mm) MAX. - (r - 1/2" (12-) ADJ. ® 7/8" (22mm) MAX. - 3/4" (19mm) AD. CEILING CUP 1/4" m RETAINER 1"(25mm) MIN. m) 1 1/2" (38mm) MAX. - 1/2" ADJ. 1 3/4" (44mm) MAX. - 3/4" ADJ. I FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E. TABLE E: SEISMIC ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W SEP 2019 GFS -100 PAGE 5 OF 6 TABLE F: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH XXXX XXX x SIN TEMPERATURE GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL8101 8101 GL8106 8106 ORDERING INFORMATION SPECIFY.• 135 135°F (57°C) 155 155°F (68°C) 175 175-F(79°C) 200 200°F (93°C) 286 286°F (141°C) FINISH 01 I BRONZE 02 CHROME L03 [WHITE POLYESTER 04 1 BLACK POLYESTER Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. • SPRINKLER • Quantity • SIN • Orientation • Orifice • NPT • Temperature Rating • Finish • Part Number (See TABLE F) • ESCUTCHEON • Quantity • Finish • Part Number (See TABLE D & TABLE E) • WRENCH • Quantity • Part Number 1/2" NPT Standard . . . . . . . . . . . . . . . . . . . .325390 3/4" NPT Standard . . . . . . . . . . . . . . . . . . . .312366 1/2" NPT Recess . . . . . . . . . . . . . . . . . . . . .325391 3/4" NPT Recess . . . . . . . . . . . . . . . . . . . . .325401 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 • www.globesprinkler.com Technical Support • 989-414-2600 • techservice lobes rinkler.com t PP @9 P ..bs SEP 2019 GFS -100 PAGE 6 OF 6 tqC00 Worldwide I www.lyco-fire.com Contacts Series TY -FRB, 5.6 K -factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY -FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY -FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY -FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313.... Upright 5.6K, 1/2 in. NPT TY323.... Pendent 5.61K, 1/2 in. NPT Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)' " The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi'/2 (80,6 LPM/bar/) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button......................Brass/Copper Sealing Assembly ... Stainless Steel w/TEFLON Bulb...............................Glass Compression Screw ................. Bronze Deflector..........................Bronze AUGUST 2018 Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. TFP172 TFP172 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 Bulb indicated on Deflector. can be provided on special request. 2 - Button 5 - Compression 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm) Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN 6* 5 7/16" (11,1 mm) 4 NOMINAL MAKE -IN 2" 3 2 (50,8 mm) 1 1/2" NPT** 2" (50,8 mm) WRENCH FLATS STYLE 15 or 20 RECESSED ESCUTCHEON DEFLECTOR * 2-7/8" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY -FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K -FACTOR, 1/2 INCH NPT, QUICK RESPONSE ^WRENCH RECESS (USE ONLY END "A") FIGURE 2 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W -TYPE 7 RECESSED SPRINKLER WRENCH Installation The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb -type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 in. (1,6 mm) forthe 135°F (57°C) and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak -tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 Ib -ft (9,5 to 19,0 N -m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY -FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W -Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 Ib -ft (9,5 to 19,0 N -m). Recessed Pendent Sprinklers The Series TY -FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprinkler threads, and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W -Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 Ib -ft (9,5 to 19,0 N•m), Step C. After ceiling installation and finishing, slide on the Style 15 or Style 20 Closure over the Series TY -FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP172 Page 3 of 4 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8" (15,9 mm) FLUSH 3/8±5/16" (9,5±7,9 mm) MOUNTING 1/8" J SURFACE (3,2 mm) I CLOSURE SERIES MOUNTING 1-3/8" (31114,9 mm) TY -FRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY -FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING (57,2 mm) 5/16±1/4" 1/2" (12,7 mm) (7,9±6,4 mm) FLUSH MOUNTING 1/8" SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY -FRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY -FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY -FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify`) Specify: Style 20 Recessed Escutch- eon with (specify`) finish, P/N (specify') Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001 TFP172 Page 4 of 4 SPRINKLER FINISH (See Note 7) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTERS 5 JET BLACK (RAL9005) POLYESTER 135°F (57°C) Orange CHROME PLATED UPRIGHT (TY313) 155°F (68°C) Red 175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6 5.6 1/2 in. NPT PENDENT (TY323) ° ° 200F 93C Green ( ) 286°F (141°C) Blue 135-F (57-C) Orange RECESSED PENDENT (TY323) Figures 4a and 5b 1, 2, 3, 4 ° ° 155F 68C Red ( ) 175°F (79°C) Yellow 200°F (93°C) I Green Notes: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) 6. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. a. Installed with Style 15 (1/2 in. NPT) 5/8 in. Total Adjustment Recessed Escutcheon, as applicable. b. Installed with Style 20 (1/2 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. c. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K -FACTOR SPRINKLERS P/Na 77— XXX —X—XXX i SIN SPRINKLER TEMPERATURE I F FINISH RATINGS 370 1 5.6K UPRIGHT (1/2 in.NPT) I TY313 371 1 5.6K PENDENT (1/2 in.NPT) I TY323 Notes: a. Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-1 1 NATURAL BRASS 3 PURE WHITE (RAL9010)a POLYESTER 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED Notes: a. Eastern Hemisphere sales only TABLE B SERIES TY -FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F (57°C) 155 155°F (68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +11-215-362-0700 02018J°h—n Control,. All rights ese rrved. All specifications a nd otherinformation shownwere c urrent—ofdocument revision date a rid a re-bi—tto change-lh,utr,ti—. Johnson NATIONALFIRE PROTECTION ASSOCIATION and NFPAareregistered trademarks of Nati°nal Fire P rMec— A --tion FLregistered , Controls TEON is a rre egisted t,ademark of DuPont tqC00 Worldwide I www.tyco-fire.com Contacts Series DS -1 Dry -Type Sprinklers 5.6K Pendent, Upright, and Horizontal Sidewall Quick Response, Standard Coverage General Description TYCO Series DS -1 Dry -Type Sprinklers, 5.61K Pendent, Upright, and Horizontal Sidewall, Quick Response (3 mm bulb) and Standard Coverage are decora- tive glass bulb automatic sprinklers designed for commercial use. Dry -type sprinklers are typically used where: • pendent sprinklers are required on dry pipe systems that are exposed to freezing temperatures (e.g., sprinkler drops from unheated portions of buildings) • sprinklers and/or a portion of the connecting piping are exposed to freezing temperatures; for example, sprinkler drops from wet systems into freezers, sprinkler sprigs from wet systems into unheated attics, or horizontal piping exten- sions through a wall to protect an unheated areas such as loading docks, overhangs, and building exteriors • sprinklers are used on systems that are seasonally drained to avoid freezing (e.g., vacation areas) MUM The Series DS -1 Dry -Type Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any authorities IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condi- tion. Contact the installing contrac- tor or product manufacturer with any questions. The Series DS -1 Dry -Type Sprinklers must only be installed in fittings that meet the requirements of the Design Criteria section. Sprinkler Identification Numbers (SINs) 3/4 in. NPT: TY3935 - Pendent TY3735 - Horizontal Sidewall 1 in. NPT: TY3235 - Pendent TY3135 - Upright TY3335 - Horizontal Sidewall Technical Data Approvals UL and C -UL Listed FM Approved NYC Approved under MEA 352-01-E Previous New York City Approval and MEA certification numbers apply to product as shown in this data sheet. In accordance with Section BC 3502 of the Construction Code, current NYC Approvals for use in the City of New York apply to all products that contain UL or FM Approvals and Listings; therefore, not all products currently Approved for use in the City of New York will carry an actual MEA Certifi- cation number. Refer to Tables A and B. Maximum Working Pressure 175 psi (12,1 bar) Inlet Thread Connections 3/4 in. NPT 1 in. NPT or ISO 7-R 1 Discharge Coefficient K=5.6 gpm/psil/2 (80,6 Ipm/barl/2) AUGUST 2018 7 w Temperature Ratings Refer to Tables A and B Finishes Sprinkler: Natural Brass, Chrome Plated, or Signal White Escutcheon: Signal White, Chrome Plated, or Brass Plated Physical Characteristics Inlet ............................. Copper Plug ............................ Copper Yoke., Stainless Steel Casing ............. Galvanized Carbon Steel Insert ........................... Bronze Bulb Seat ................... Stainless Steel Bulb...............................Glass Compression Screw .................Bronze Deflector ......................... Bronze Frame ............................Bronze Guide Tube ................. Stainless Steel Water Tube ................. Stainless Steel Spring ..................... Stainless Steel Plug Spring' ................ Stainless Steel Sealing Assembly. Beryllium Nickel w/TEFLON Escutcheon ...................Carbon Steel For 3/4 inch NPT only TFP510 TFP510 Page 2 of 10 PLUG WITH INLET SEALING ASSEMBLY YOKE PLUG INLET SPRING BAND WATER SPRING TUBE TUBE CASING GUIDE INSERT TUBE BULB FRAME SEAT FRAME 3 mm BULB VENT HOLE 3 mm BULB VENT HOLE COMPRESSION DEFLECTOR COMPRESSION DEFLECTOR SCREW SERIES DS -1, 1 INCH NPT AND ISO 7-R 1 DRY -TYPE SPRINKLER FIGURE 1 SERIES DS -1, 3/4 INCH NPT, DRY -TYPE SPRINKLER ASSEMBLY PLUG WITH INLET SEALING ASSEMBLY YOKE SPRING INLET BAND WATER TUBE CASING GUIDE INSERT TUBE BULB FRAME SEAT 3 mm BULB VENT HOLE COMPRESSION DEFLECTOR SCREW FIGURE 2 SERIES DS -1, 1 INCH NPT AND ISO 7-R 1 DRY -TYPE SPRINKLER ASSEMBLY Operation When the TYCO Series DS -1 Dry -Type Sprinklers, 5.6K Pendent, Upright, and Horizontal Sidewall, Quick Response (3 mm bulb) and Standard Coverage are in service, water is prevented from entering the assembly by the Plug with Sealing Assembly in the Inlet of the Sprinkler. See Figures 1 and 2. The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, and the Bulb Seat is released. The compressed Spring is then able to expand and push the Water Tube as well as the Guide Tube outward. This action simultaneously pulls inward on the Yoke, withdrawing the Plug with Sealing Assembly from the Inlet and allowing the sprinkler to activate and flow water. Design Criteria The TYCO Series DS -1 Dry -Type Sprin- klers, 5.6K Pendent, Upright, and Hor- izontal Sidewall, Quick Response (3 mm bulb) and Standard Cover- age are intended for use in fire sprin- kler systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency; for example, UL Listing is based on NFPA 13 requirements. Sprinkler Fittings Install the 3/4 or 1 inch NPT Series DS -1 Dry -Type Sprinklers in the 3/4 or 1 inch NPT outlet or run of the follow- ing fittings: • malleable or ductile iron threaded tee fittings that meet the dimen- sional requirements of ANSI B16.3 (Class 150) • cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4 (Class 125) Do not install the DS -1 Sprinklers into an elbow fittings. The Inlet of the sprinkler can contact the interior of the elbow, potentially damaging the Inlet seal. The unused outlet of the threaded tee is plugged as shown in Figure 13. You can also install the Series DS -1 Dry -Type Sprinklers in the 3/4 or 1 inch NPT outlet of a GRINNELL Figure 730 Mechanical Tee. However, the use of the Figure 730 Tee for this arrangement is limited to wet pipe systems. TFP510 Page 3 of 10 3/4 Inch NPT TY3935 Pendent TY3935 Pendent TY3735 Horizontal Sidewall with Top of Deflector -to -Ceiling with Recessed Escutcheon with Standard Escutcheon Distance of 4 to 12 inches (Figure 4) (Figure 3) (100 to 300 mm) with Deep Escutcheon with Standard Escutcheon (Figure 5) (Figure 8) without Escutcheon with Deep Escutcheon (Figure 6) (Figure 9) TY3135 Upright without Escutcheon without Escutcheons (Figure 7) (Figure 10) Temperature Bulb Finish Natural Chrome White Natural ChromeWhite White Natural Chrome White Rating Color Code Brass Plated Polyester Brass Plated Polyester Brass I Plated I Polyester 135°F(57°C) Orange 1,2 1,2 1* 2* 155°F 68°C Red 175°F 79°C Yellow 200*F 93°C Green 286°F(141°C) Blue Notes: 1. Listed by Underwriters Laboratories, Inc. (maximum order length of 48 inches) 2. Listed by Underwriters Laboratories for use in Canada (maximum order length of 48 inches) ` Light and Ordinary Hazard occupancies only TABLE A 314 INCH NPT SERIES DS -1 QUICK RESPONSE, STANDARD COVERAGE DRY -TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS 1 Inch NPT (and ISO 7-R 1) TY3235 Pendent TY3235 Pendent TY3335 Horizontal Sidewall with Top of Deflector -to -Ceiling with Recessed Escutcheon with Standard Escutcheon Distance of 4 to 12 inches (Figure 4) (Figure 3) (100 to 300 mm) with Deep Escutcheon with Standard Escutcheon (Figure 5) (Figure 8) without Escutcheon with Deep Escutcheon (Figure 6) (Figure 9) TY3135 Upright without Escutcheon without Escutcheons (Figure 7) (Figure 10) Temperature Bulb Finish Natural Chrome White Natural I Chrome White Natural Chrome White Rating Color Code Brass Plated Polyester Brass Plated Polyester Brass I Plated Polyester 135°F 57°C Orange 1, 2, 3, 4 1, 2, 4 1, 2, 3, 4 1, 2, 4 1`, 2*, 3**, 4 1*, 2*, 4 155°F 68°C Red 175°F 79°C Yellow 200°F 93°C Green 286°F 141°C Blue 1, 2, 4 Notes: 1. Listed by Underwriters Laboratories, Inc. (maximum order length of 48 inches) 2. Listed by Underwriters Laboratories for use in Canada (maximum order length of 48 inches) 3. Approved by Factory Mutual Research Corporation (maximum order length of 48 inches) 4. Approved by the City of New York under MEA 352-01-E 5. The Upright Sprinkler without an Escutcheon (TY3135) is available in 1 inch NPT only ` Light and Ordinary Hazard occupancies only Light Hazard occupancies only TABLE B 1 INCH NPT (AND ISO 7-R 1) SERIES DS -1 QUICK RESPONSE, STANDARD COVERAGE DRY -TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFP510 Page 4 of 10 SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FACE OF SPRINKLER FITTING \ J f ORDER LENGTHS: 2-3/4" to 48" 1-3/4" DIA. (69,9 to 1219,2 mm) (44,5 mm) IN 1/4"EM,4 INCRCREMENTSTS FACE OF CEILING 2-3/16" ± 1/8" (55,6 ± 3,2 mm) FIGURE 3 PENDENT TY3235 AND TY3935 WITH STANDARD ESCUTCHEON SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FACE OF SPRINKLER FITTING L_ _J f ORDER LENGTHS: 3-3/4" to 48" (95,3 to 1219,2 mm) IN 1/4"(6,4 mm) 2-1/4" DIA. INCREMENTS (57,2 mm) FACE OF CEILING f� 1 47 1-3/8" ± 1/8" 2-7/8" DIA. (34,9 ± 3,2 mm) (73,0 mm) FIGURE 4 PENDENT TY3235 AND TY3935 WITH RECESSED ESCUTCHEON SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FACE OF SPRINKLER FITTING - i ORDER LENGTHS: 5" to 48" (127,0 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS MINIMUM 1-3/4" (44,5 mm) DEFLECTOR TO CEILING FIGURE 6 PENDENT TY3235 AND TY3935 WITHOUT ESCUTCHEON SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FACE OF SPRINKLER FITTING } ORDER LENGTHS: 3-1/2" DIA. 1/2" to 46" (88,9 mm) (12,7 to 1168,4 mm) IN 1/4" (6,4 mm) 2-1/2" DIA. INCREMENTS (63I 5 mm) { I r FACE OF CEILING 4-1/4" ± 1/8" (108,0 ± 3,2 mm) FIGURE 5 PENDENT TY3235 AND TY3935 WITH DEEP ESCUTCHEON TOP OF DEFLECTOR ORDER LENGTHS: 5" to 48" (127,0 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS FACE OF SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FIGURE 7 UPRIGHT TY3135 WITHOUT ESCUTCHEON 1 INCH NPT ONLY ORDER LENGTHS: 2-3/4" to 48"(69,9 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS 2-3/8" ± 1/8" (60,3 ± 3,2 mm) FACE OF FACE OF SPRINKLER MOUNTING FITTING SURFACE 3" DIA. (76,21 mm) T 3.5° 1 SPRINKLER FITTING 1-3/4" DIA. (REFER TO DESIGN (44,5 mm) CENTERLINE 5/16" CRITERIA SECTION) OF WATERWAY (7,9 mm) FIGURE 8 TY3335 AND TY3735 HORIZONAL SIDEWALL WITH STANDARD ESCUTCHEON ORDER LENGTHS: 1/2" to 45-3/4" (12,7 to 1162,1 mm) IN 1/4" (6,4 mm) INCREMENTS 2-1/2" DIA. FACE OF (63,5 mm) SPRINKLER E FITTING k SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) 4-1/4" ± 1/8" FACE OF (108,0 ± 3,2 mm) MOUNTING SURFACE _ 3-1/2" DIA. (88,9 mm) 3.5° CENTERLINE 5/16" OF WATERWAY (7,9 mm) FIGURE 9 TY3335 AND TY3735 HOR/ZONAL SIDEWALL WITH DEEP ESCUTCHEON ORDER LENGTHS: 5-1/2" to 48" (139,7 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS MINIMUM 2-1/4"(57,2 mm) FACE OF DEFLECTOR TO SPRINKLER MOUNTING FITTING SURFACE 1 "73 `-� 5/1}6" SPRINKLER FITTING mm) (REFER TO DESIGN CENTERLINE CRITERIA SECTION) OF WATERWAY FIGURE 10 TY3335 AND TY3735 HOR/ZONAL SIDEWALL WITHOUT ESCUTCHEON TFP510 Page 5 of 10 The configuration shown in Figure 12 is only applicable for wet pipe systems where the sprinkler fitting and water - filled pipe above the sprinkler fitting are not subject to freezing and where the length of the Dry -Type Sprinkler has the minimum exposure length depicted in Figure 11. Refer to the Exposure Length section. For wet pipe system installations of the 1 inch NPT Series DS -1 Dry -Type Sprinklers connected to CPVC piping, use only the following TYCO CPVC fittings: • 1" x 1" NPT Female Adapter (P/N 80145) • 1" x 1" x 1" NPT Sprinkler Head Adapter Tee (P/N 80249) For wet pipe system installations of the the 3/4 inch NPT Series DS -1 Sprin- klers connected to CPVC piping, use in the 3/4" x 3/4" NPT Female Adapter (P/N 80142). For dry pipe system installations, use only the side outlet of maximum 2 -1/2 - inch reducing tee when locating the Series DS -1 Sprinklers directly below the branch line. Otherwise, use the configuration shown in Figure 13 to assure complete water drainage from above the Series DS -1 Dry -Type Sprin- klers and the branch line. Failure to do so may result in pipe freezing and water damage. Do not install the Series DS -1 Dry -Type Sprinkler into any other type fitting without first consulting the Technical Services Department. Failure to use the appropriate fitting may result in one of the following: • failure of the sprinkler to operate properly due to formation of ice over the inlet Plug or binding of the Inlet Plug • insufficient engagement of the Inlet pipe threads with consequent leakage Drainage In accordance with the minimum requirements of the National Fire Pro- tection Association for dry pipe sprin- kler systems, branch, cross, and feed -main piping connected to Dry Sprinklers and subject to freezing tem- peratures must be pitched for proper drainage. Exposure Length When using Dry Sprinklers in wet pipe sprinkler systems to protect areas subject to freezing temperatures, use TFP510 Page 6 of 10 FACE OF SPRINKLER FITTING moon EXPOSURE LENGTH (SEE DESIGN DSB-2 CRITERIA INTENDED SECTION) FOR FREEZER STRUCTURES FIGURE 11 EXPOSURE LENGTH STRAP TIES (ENDS ON OPPOSING SIDES OF BOOT) DSB-2 BOOT ADHESIVE 1-3/4" DIA. (44,5 mm) CLEARANCE HOLE INSULATED FREEZER STRUCTURE DS -1 SHOWN WITH STANDARD ESCUTCHEON FIGURE 14 MODEL DSB-2 SPRINKLER BOOT WITH PENDENT SERIES DS -1 DRY SPRINKLER TO WET SIDE SYSTEM OUTLET PLUGGED scam a DSB-2 SPRINKLER INTENDED FITTING FOR FREEZER (SEE DESIGN STRUCTURES CRITERIA SECTION) FIGURE 12 SPRINKLER FITTING HEATED AREA 1-3/4" DIA. (44,5 mm) CLEARANCE INSULATED HOLE FREEZER ADHESIVE I STRUCTURE DSB-2 BOOT STRAP TIES DS -1 (ENDS ON SHOWN WITH OPPOSING STANDARD SIDES OF ESCUTCHEON BOOT) FIGURE 15 MODEL DSB-2 SPRINKLER BOOT WITH SIDEWALL SERIES DS -1 DRY SPRINKLER RUN O OUTLET PLUGGED SPRINKLER TO DRY FITTING SYSTEM (SEE DESIGN CRITERIA SECTION) DSB-2 - INTENDED FOR FREEZER STRUCTURES FIGURE 13 SPRINKLER FITTING UNHEATED AREA WRENCH RECESS WRENCH FLAT v pip AOO PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 16 W -TYPE 7 SPRINKLER WRENCH Notes: 1. For protected area temperatures that occur between values listed above, use the next cooler temperature. 2. These lengths are inclusive of wind velocities up to 30 mph (18,6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS Table C to determine a sprinkler's appropriate exposed barrel length to prevent water from freezing in the con- necting pipes due to conduction. The exposed barrel length measurement must be taken from the face of the sprinkler fitting to the surface of the structure or insulation that is exposed to the heated area. Refer to Figure 11 for an example. Clearance Space In accordance with NFPA 13, when connecting an area subject to freez- ing and an area containing a wet pipe sprinkler system, the clearance space around the sprinkler barrel of Dry -Type Sprinklers must be sealed. Due to temperature differences between two areas, the potential for the formation of condensation in the sprinkler and sub- sequent ice build-up is increased. If this condensation is not controlled, ice build-up can occur that might damage the dry -type sprinkler and/or prevent proper operation in a fire situation. Use of the Model DSB-2 Dry Sprin- kler Boot, described in Technical Data Sheet TFP591 and shown in Figures 14 and 15, can provide the recommended seal. Installation The TYCO Series DS -1 Dry -Type Sprin- klers, 5.6K Pendent, Upright, and Hori- zontal Sidewall, Quick Response (3 mm bulb) and Standard Coverage must be installed in accordance with this section. General Instructions The Series DS -1 Dry -Type Sprinklers must only be installed in fittings that TFP51O Page 7 of 10 meet the requirements of the Design Criteria section. Refer to the Design Criteria section for other important requirements regarding piping design and sealing of the clearance space around the Sprinkler Casing. Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) rating to 1/8 inch (3,2 mm) for the 286°F (141°C) rating. • A leak -tight 3/4 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 10 to 20 ft. -lbs. (13,4 to 26,8 Nm). • A leak -tight 1 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 20 to 30 ft.-Ibs. (26,8 to 40,2 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Step 1. Install pendent sprinklers only in the pendent position, and install upright sprinklers only in the upright position. The deflector of a pendent or upright sprinkler must be parallel to the ceiling. Install horizontal sidewall sprinklers in the horizontal position with their cen- terline of waterway perpendicular to the back wall and parallel to the ceiling. Ensure the word "TOP" on the Deflector faces the ceiling. Step 2. With a non -hardening pipe - thread sealant such as TEFLON tape applied to the Inlet threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Wrench -tighten the sprinkler using either: • a pipe wrench on the Inlet Band or the Casing (Ref. Figures 1 and 2) • the W -Type 7 Sprinkler Wrench on the Wrench Flat (Ref. Figure 16) Apply the Wrench Recess of the W -Type 7 Sprinkler Wrench to the Wrench Flat. Temperatures for Heated Areal 40°F I 50°F 60°F Ambient Temperature Exposed to (4°C) 00°C) (16°C) Discharge End of Sprinkler Minimum Exposed Barrel Length2, Inches (mm) 40°F 0 0 0 (4°C) 30°F 0 0 0 (-1 °C) 20°F 4 0 0 (-7°C) (100) 10°F 8 1 0 (-12°C) (200) (25) 0°F 12 3 0 (-18°C) (305) (75) -10°F 14 4 1 (-23°C) (355) (100) (25) -20°F 14 6 3 (-29°C) (355) (150) (75) -30°F 16 8 4 (-34°C) (405) (200) (100) -40°F 18 8 4 (-40°C) (455) (200) (100) -50°F 20 10 6 (-46°C) (510) (255) (150) -60°F 20 10 6 (-51-C) (510) (255) (150) Notes: 1. For protected area temperatures that occur between values listed above, use the next cooler temperature. 2. These lengths are inclusive of wind velocities up to 30 mph (18,6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS Table C to determine a sprinkler's appropriate exposed barrel length to prevent water from freezing in the con- necting pipes due to conduction. The exposed barrel length measurement must be taken from the face of the sprinkler fitting to the surface of the structure or insulation that is exposed to the heated area. Refer to Figure 11 for an example. Clearance Space In accordance with NFPA 13, when connecting an area subject to freez- ing and an area containing a wet pipe sprinkler system, the clearance space around the sprinkler barrel of Dry -Type Sprinklers must be sealed. Due to temperature differences between two areas, the potential for the formation of condensation in the sprinkler and sub- sequent ice build-up is increased. If this condensation is not controlled, ice build-up can occur that might damage the dry -type sprinkler and/or prevent proper operation in a fire situation. Use of the Model DSB-2 Dry Sprin- kler Boot, described in Technical Data Sheet TFP591 and shown in Figures 14 and 15, can provide the recommended seal. Installation The TYCO Series DS -1 Dry -Type Sprin- klers, 5.6K Pendent, Upright, and Hori- zontal Sidewall, Quick Response (3 mm bulb) and Standard Coverage must be installed in accordance with this section. General Instructions The Series DS -1 Dry -Type Sprinklers must only be installed in fittings that TFP51O Page 7 of 10 meet the requirements of the Design Criteria section. Refer to the Design Criteria section for other important requirements regarding piping design and sealing of the clearance space around the Sprinkler Casing. Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) rating to 1/8 inch (3,2 mm) for the 286°F (141°C) rating. • A leak -tight 3/4 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 10 to 20 ft. -lbs. (13,4 to 26,8 Nm). • A leak -tight 1 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 20 to 30 ft.-Ibs. (26,8 to 40,2 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Step 1. Install pendent sprinklers only in the pendent position, and install upright sprinklers only in the upright position. The deflector of a pendent or upright sprinkler must be parallel to the ceiling. Install horizontal sidewall sprinklers in the horizontal position with their cen- terline of waterway perpendicular to the back wall and parallel to the ceiling. Ensure the word "TOP" on the Deflector faces the ceiling. Step 2. With a non -hardening pipe - thread sealant such as TEFLON tape applied to the Inlet threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Wrench -tighten the sprinkler using either: • a pipe wrench on the Inlet Band or the Casing (Ref. Figures 1 and 2) • the W -Type 7 Sprinkler Wrench on the Wrench Flat (Ref. Figure 16) Apply the Wrench Recess of the W -Type 7 Sprinkler Wrench to the Wrench Flat. TFP510 Page 8 of 10 Note: If sprinkler removal becomes necessary, remove the sprinkler using the same wrenching method noted above. Sprinkler removal is easier when a non -hardening sealant was used and torque guidelines were followed. After removal, inspect the sprinkler for damage. Step 4. After installing the ceiling or wall and applying a ceiling finish, slide on the outer piece of the escutcheon until it comes in contact with the ceiling or wall. Do not lift the ceiling panel out of its normal position. When using the Deep Escutcheon, hold the outer piece in contact with the mounting surface (ceiling or wall). Then rotate the inner piece approximately 1/4 turn with respect to the outer piece, to hold the Deep Escutcheon firmly together. Care and Maintenance The TYCO Series DS -1 Dry -Type Sprin- klers, 5.6K Pendent, Upright, and Hori- zontal Sidewall, Quick Response (3 mm bulb) and Standard Coverage must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay the time to sprinkler operation in a fire situation. A Vent Hole is provided in the Bulb Seat (Ref. Figures 1 and 2) to indicate if the Dry -Type Sprinkler is remaining dry. Evidence of leakage from the Vent Hole indicates potential leakage past the Inlet seal and the need to remove the sprinkler to determine the cause of leakage (e.g., an improper installation or an ice plug). Close the fire protec- tion system control valve and drain the system before removing the sprinkler. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). DS -1 Dry -Type Sprinklers When ordering TYCO Series DS -1 Dry -Type Sprinklers, 5.6K Pendent, Upright, and Horizontal Sidewall, Quick Response (3 mm bulb) and Stan- dard Coverage, specify the following information: • SIN: Pendent — TY3935 or TY3235 Sidewall — TY3735 or TY3335 Upright — TY3135 • 5.6 K -factor • Deflector Style: Upright, Pendent, or Horizontal Sidewall • Quick Response, Standard Cover- age, Dry -Type Sprinkler • Order Length: Dry -Type Sprinklers are furnished based upon Order Length as measured per Figures 3 through 10. After taking the measurement, round it to the nearest 1/4 inch increment. • Inlet Connections: 3/4 in. NPT, 1 in. NPT, or ISO 7-R 1 • Temperature Rating • Sprinkler Finish • Escutcheon Style and Finish, as applicable • Part Number (P/N) from Table D The Upright Sprinkler without an Escutcheon (TY3135) is available in 1 in. NPT only. Part Numbers are for 3/4 in. and 1 in. NPT standard order sprin- klers. Orders for all other sprinkler assemblies must be accompanied by a complete description. Refer to the Price List for a complete listing of Part Numbers. Sprinkler Wrench Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001 Sprinkler Boot Specify: Model DSB-2 Dry Sprinkler Boot, P/N 63-000-0-002 This Part Number includes one (1) Boot, two (2) Strap Ties, and 1/3 oz. of Adhesive (a sufficient quantity for installing one boot). TFP510 Page 9 of 10 01 P/N* 60 - XXX - X - XXX Escutcheon (3/4" NPT) (Figure 3) 02 SIN SPRINKLER ESCUTCHEON Escutcheon (3/4" NPT) (Figure 5) 03 FINISH FINISHI Escutcheon (3/4" NPT) (Figure 4) 04 SIGNAL WHITE TY3935 Escutcheon (3/4" NPT) 0 CHROME PLATED (RAL9003) SIGNAL WHITE 1 NATURAL BRASS (RAL9003) 2 NATURAL BRASS BRASS PLATED 4 SIGNAL WHITE SIGNAL WHITE (RAL9003) (RAL9003) 9 CHROME PLATED CHROME PLATED TEMPERATURE SAMPLE RATINGS ORDER LENGTHS2 0 135-F (57-C) 055 5.50" 1 155°F(68°C) 082 8.25" 2 175°F(79°C) 180 18.00" 3 200°F(93°C) 187 18.75" 4 286°F (141°C) 372 37.25" 480 48.00" Notes: 1. Escutcheon Finish applies to sprinklers provided with escutcheons. 2. Dry -Type Sprinklers are furnished based upon "Order Length" as measured per Figures 3 through 10, as applicable, and for each individual sprinkler where it is to be installed. After the nearest 1/4 inch increment. measurement is taken, round it to the Use Prefix "I" for ISO 7-R 1 Connection (e.g., 1-60-010-4-055). 38 Upright without TY3135 Escutcheon (1" NPT) (Figure 7) TABLE D SERIES DS -1 DRY -TYPE SPRINKLERS PART NUMBER SELECTION 01 Pendent with Standard TY3935 Escutcheon (3/4" NPT) (Figure 3) 02 Pendent with Deep TY3935 Escutcheon (3/4" NPT) (Figure 5) 03 Pendent with Recessed TY3935 Escutcheon (3/4" NPT) (Figure 4) 04 Pendent without TY3935 Escutcheon (3/4" NPT) (Figure 6) 05 Sidewall with Standard TY3735 Escutcheon (3/4" NPT) (Figure 8) 06 Sidewall with Deep TY3735 Escutcheon (3/4" NPT) (Figure 9) 07 Sidewall without TY3735 Escutcheon (3/4" NPT) (Figure 10) 36 Pendent with Standard TY3235 Escutcheon (1" NPT) (Figure 3) 33 Pendent with Deep TY3235 Escutcheon (1" NPT) (Figure 5) 37 Pendent with Recessed TY3235 Escutcheon (1" NPT) (Figure 4) 32 Pendent without TY3235 Escutcheon (1" NPT) (Figure 6) 34 Sidewall with Standard TY3335 Escutcheon (1" NPT) (Figure 8) 43 Sidewall with Deep TY3335 Escutcheon (1" NPT) (Figure 9) 44 Sidewall without TY3335 Escutcheon (1" NPT) (Figure 10) TFP510 Page 10 of 10 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 curr^ ^ ,/11,•� 02018 Joh nson Controls. All rights reserved. All specifications and other information shown were ent a s ofdacument revision date and are s,bjectt, change without nolice. Johnson NATIONAL FIRE PROTECTION ASSOCIATION antl NFPA are reglsteretl trademarks o1 National Fire Protection Association TEFLON is A reglsteretl tratlemark of DuPont Col 1 `I olS Vic -Flex° Sprinkler Fittings ✓ctaulc Series AH5 Corrugated (Unbraided) Flexible Hose Assembly 10.89 Technical Specifications: s r l Approvals/Listings: C(R- LISTEO See Victaulic Publication 10.01 for more details. Product Description: Vic-Flexlm sprinkler fittings provide sprinkler installation on suspended ceiling grids utilizing a flexible, stainless steel hose. Refer to Installation Manual (I-AquaFlex) for all applicable ASTM ceiling material and installation standards. System Components: • Hoses: Series AH5 7/8" Nominal ID Unbraided Hose Assembly Lengths: 24, 31, 36, 48, 60, 727610, 790, 914, 1220, 1525, 1830 mm. Note: length includes branch -line nipple and 5.57140 mm straight reducer. • Sprinkler Reducers: 1/2" and 3/4'/15 and 20 mm sprinkler connections in 5.57140 straight lengths. • Branch Connections: 1'/25.4 mm NPT or BSPT branch line nipples for attaching to rigid pipe. • Brackets: Style A137 for suspended ceilings Maximum Working Temperature: 225°F/107.2°C Maximum Working Pressure: • 175 psi/1206 kPa Connections: To branch line (inlet) via 1725.4 mm NPT or BSPT male thread To sprinkler head (outlet) via 1/2" or 3/4'/15 mm or 20 mm NPT or BSPT female thread Minimum Bend Radius: • 47102mm Maximum Number of Bends per Flexible Drop: See friction loss charts later in this document • Do not bend within 21/2'/63.5 mm from connection nut. Maximum K -Factor of Sprinkler to be Connected to Reducer: • K5.6/8,1 (S.I.) (1/2" reducer) • K8.0/11,5 (S.I.) (3/4" reducer) Material Specifications: • Series AH5 Hose: Corrugated Flexible Hose: Type 304 Stainless Steel Adapter Ring: Nylon Seal: Nitrile Rubber Nut and Nipple: Carbon Steel, Zinc -Plated Reducer (1/z or 3/4"): Carbon Steel, Zinc -Plated • Bracket: Carbon Steel, Zinc -Plated Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I VicFlex Sprinkler Fittings I AH5 I Publication 10.89 10.89 6235 Rev. E Updated 0112014 © 2014 Victaulic Company. All rights reserved. 1 ✓ctaU11C victaulic.com I VicFlex Sprinkler Fittings I AH5 I Publication 10.89 Friction Loss Data — Series AH5 Unbraided Hose for use with Style AB7 VicFlex Brackets and Straight 5.5" Reducers 10.89 6235 Rev. E Updated 01/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2�ctaUIIC Equivalent Length of Maximum Number of 90° Length of Stainless Actual Length of Stainless 1 inch/33.7mm Bends at 4 inch/102mm Steel Flexible Hose Steel Flexible Hose Outlet Size Sch. 40 Pipe Bend Radius inches feet inches mm inches meters '/z 18 24* 28 5.5 2 700 3/4 32 9.8 1/227 31 31 _ _ 8.2 2 780 3/4 33 _ 10.1 '/z 44 36* 40 _ _ 13.4 3 1000 3/a 48 14.6 /z 53 48 48 16.2 3 1220 3/a 55 16.8 1/2 68 60 61 20.7 3 1540 g/4 63 19.2 1/z 73 72 72 22.3 1830 76 23.2 UL Notes: 1 The Series AH5 Unbraided Hose has been tested and Listed by UL for use in wet and dry systems per NFPA 13, 13R, and 13D. UL 2443 standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Example: A 48 -inch Series AH5 Unbraided Hose installed with two 30° bends and two 90° bends at a 4 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. *These length hoses are only available in certain regions. Contact Victaulic for details. 10.89 6235 Rev. E Updated 01/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2�ctaUIIC victaulic.com I VicFlex Sprinkler Fittings I AH5 I Publication 10.89 Product Details - Series AH5 Unbraided Hose 1 4 Item Description 1 Hose 2 Adapter Ring 3 Seal 4 Nut S Nlppe-2/a Series AH5 Unbraided Flexible Hose (%" Nominal Diameter) VicFlexT" Style AB7 • Suspended Ceilings Item Description 1 24 /610mm Stock Bar 2 Patented 1-Bee2 Center bracket 3 End Bracket_ Ammul 5.57140 mm straight reducer Series AH5 Unbraided Hose and Style AB7 Bracket Assembly Suspended Ceiling Grid with Recessed Sprinkler NOTE: Hose is permitted to be bent in alternative configurations. What is shown is a typical T -Bar installation and the corresponding minimum clearance dimensions if one 90° bend is imparted to the hose. R See Chart Hose Clearance Chart UL Dimension Inches/mm R Minimum - 4 Bend Radius 102 A . _ Min. 135/s 346 A See Chart V2708'6'712.7 mm MAX. RECESS 10.89 6235 Rev. E Updated 01/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 3 /ctai lc victaulic.com I VicFlex Sprinkler Fittings I AH5 I Publication 10.89 Series AH5 Unbraided Hose and Style AB7 Bracket Assembly Suspended Ceiling Grid with Concealed Sprinkler NOTE: Hose is permitted to be bent in alternative configurations. What is shown is a typical T -Bar installation and the corresponding minimum clearance dimensions if one 90° bend is imparted to the hose. Hose Clearance Chart UL Dimension Inches/mm _... ... ......... R Minimum 4 Bend Radius 102 ......... __. _ ....__... .......... ............. A Min. 145/e 372 -\R See Chart ,ee Note V3802 W712.7 mm MAX. RECESS A See Chart 10.89 6235 Rev. E Updated 01/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 /CtaUlrc victaulic.com I VicFlex Sprinkler Fittings I AH5 I Publication 10.89 Flexible Hose In -Plane Bend Characteristics ONE BEND TWO BENDS I I I I Minimum I bend radius I I �1\901 I � --( — Minin bend r. 2x Minimum bend radius OR inimum id radius THREE BENDS 2x Minimum I Minimum bend radius I bend radius M Minimum bend radius Minimum bend radius Minimum bend radius Note: For out -of -plane (three-dimensional) bends. care must be taken to avoid imparting torque on the hose Model Number Correlation Series AH5 Hose Series AQU Series AF Assembly Outlet Hose Assembly Hose Assembly Designation Size Designation Designation A115-31 /z AQU-31 AF 31 H 3/4 AF -31T AH5-36 ............ ._ . ''(a ......... ..._ AQU 36 AF -36H 3/4 _ AF -36T AH5-48 /2 AQU-48 AF -48H 3/4 AF -48T AH5-60 4 AQU-60 AF -60T AH5-72 r/2 AQU-72 AF 72H 3/4 AF -72T Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in PDF format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of The current Price list or contact Victaulic for details. Victaulic and VicFlex are registered trademarks of Victaulic Company. 10.89 6235 Rev. E Updated 01/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 5 /r_tauIIC DESI 5151 Bannock Denver, CO 80 to I 19 AF KLER DESIGN COMPANY i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`"—�-"_ Job Address: --� --� 1 � L Permit Number: "?Cz ( �' ❑ No one available for inspection: Ti Re -Inspection required: Yes'rNo�� When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.uslinsppcti n Date:((. Inspect n `�- DO NOT RI&EMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: q0S - 1W_ /qb�_ f!5�4l Job Address: AMn�' ( V(!� " Iz , Permit Number: 20f®)1/2D ❑ No-one available for inspection: Time (AM/)PM Re -Inspection requireYes No When corrections have bee e, No for re -inspection online at: http✓/www. ci. wheatridge.co. u--;rinspection Date: dt:ZW1 Inspector: P77n._JA )jCf /1_� DO NOT REMOVE THIS NOTICE FA Q, et h o s y 11 October 2019 City of Wheat Ridge Building Inspection Division Tel: (303) 235-2855 RE: Framing for Five Guys at 38`h & Wadsworth, bathroom wall To the Building Inspector, 2C)i 9 or �-� -) 527 IN.9�$c��71c BC.c� This letter to is to clarify that the wall framing at the bathroom walls for wall type 14a can be changed to 3-5/8" studs. 4Sinckeely,nsellerthos Architecture Group LLC r_ Of C04 � ' 940 JO N SPONSELLER City of " W he a t R ick Te COMMUNITY DLVILOPNW,, 1�' APPROVED Review d for Code compliance 1/om Pla xaminer Date VeM& of oermN: The iswa ce of o permitor OpOrovaf ,,� nta ,s si ec,pcortons andcvmputowns shoN not be o permit/or, Or or opprc•M jr orry vro,oaw, to any of the provisions of the buifdino case o, of q# City ora,nc»ces. Permits presum/ng to givt authority to viWom or Lancel the provisions of the iuN&M COM Or other ordlnonots of the city shall not be valid 8025 We 25th P1, Lakewood; CaeT80214 jet '303 374-9896 xvwW::ethos=arch rou .come 4 , . g p•, . G�1 � MTOe t h o s 1 o/q WADSw� 6W. -O 9 October 2019 4--1�% City of Wheat Ridge Building Inspection Division ��U Tel: (303) 235-2855 RE: Framing for Five Guys at 38`h & Wadsworth To the Building Inspector, This letter to is to clarify that the wall framing as installed (framing goes to bottom of roof joists) is acceptable to the design intent of the construction drawings. The intent is to run framing above the ceiling and brace it to a strong point (either the roof deck or bottom of the roof joists are acceptable for this purpose). JSi er ly, ---� Joh S onseller O e Ethos Architecture Group LLC '°r- COIo� � 10H N O SPOISELLER City of �-r' W hc,-t Ridge MUNriY DEVELOPMENT APPROVED Revie d for Code -Compliance 46��Pla xaminer Date Validity of_permit. Thr ,ssuance of a permit or approval of pians speciftcatlorss and contpurobons shall nut be o permit for, or an approval of, ony vwlabon to any of the provisions of the bmMing cone of of or City ordinances. Permits presuen+ng to give authority to vioiott or cancel the pronslons of the Yulift codes or other ordinoncts of the City shall not be valid. 8025 West 25th 131.It -akewood, CO 80214-i '.Tel: 303 374-9896 www.ethos-arch-group.com -jf zo) q 0 1 q DunRight Balancing 17050 Goshawk Rd Colorado Springs, Colorado 80908 ericdunright(a.gmail.com Z-) (nWs wo �i t 6LUD # 12-�) CERTIFIED TEST, ADJUST &BALANCE REPORT for Five Guys Wheat Ridge, Colorado November. 2019 10 41 City cf COMMW hcat RJ-de APPROVED Revie for Code ompliance Pla� Examiner Date kilidity of oer N: The issutsnce of o perMM or approvW of pgtns spectfkotfon# and computations shaft not be a permK fo , or an approval of any taolobon to any of the provisions 01 the building code or of vr# City ardrrtpnces. pern*$ presuming to ghrc outhorlty to vioiole orConce, the provulons of the ftAVft Codftt or other ordenortces of the City ir,-a , r b„ VC11d, DunRight Balancing Five Guys Wheat Ridge, Colorado GENERAL INFORMATION PROJECT: Five Guys ADDRESS: 3727 Wadsworth Blvd. Suite 126, Wheat Ridge, CO 80033 ALTITUDE: 5300 FT PROJECT PERSONNEL CERTIFIED: Eric J. Russell TECHNICIAN(S): Eric J. Russell FLOWHOOD: AIR DATAMETER: TACHOMETER: AMPROBE: ANEMOMETER: THERMOMETER: HYDRONIC WATERMETER INSTRUMENTATION ALNOR - MODEL # EBT -721 ALNOR - MODEL # EBT -721 DT - MODEL #DT2236B FLUKE - MODEL # TS -600 DAVIS - MODEL # LCA FIUKE - MODEL # 52 II DYWER - MODEL# 490-4 REMARKS 2 DunRight Balancing Five Guys Wheat Ridge, Colorado The data presented in this report is an exact record of system performance and was obtained in accordance with NEBB standard procedures. Any variances from design quantities, which exceed NEBB tolerances, are noted throughout this report. The air distribution systems have been tested and balanced. Final adjustments have been made in accordance with TABB 'Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" and project specifications. Certified By: Eric Russell Date: 11/14/2019 The hydropic distribution systems have been tested and balanced. Final adjustments have been made in accordance with TABB 'Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" and project specifications. Certified By: Date: DunRight Balancing LLC. warrants that the equipment or system listed above is operating at the specified levels as shown, at and only at this time, and makes no other warranties, stated or implied, concerning the continued performance, operation or safety in use of this equipment past this time. DunRight Balancing LLC. TABB Firm TABB Supervisor: Eric J. Russell ��o�a� Certi�c�to �cFM c ANS/ Eric Russell -ABB B94963�T September 30. 2020 ti�o�al Ce rtifcdt\\ ca ° ANS/ Eric Russell —BB S.— TB949637S \ September 30, 2020 G e rti/fic amt DunRight Balancing LLC T 46912 NotXffV UnI..A signed 0 3 DunRight Balancing Table of Contents Air Apparatus Report Air Apparatus Report Air Apparatus Report Fan Test Report Fan Test Report Air Outlet Test Report Air Outlet Test Report 9 10 11 12 DunRight Balancing Equipment List Equipment Manufacturer Model # Serial # Cal. Date Flowhood Alnor EBT -721 9080872 12-28-18 Datameter Alnor EBT -721 9080872 12-28-18 Amprobe Fluke TS -600 97960173 1-2-19 Tachometer DT DT2236B S744681 12-28-18 Digital Manometer Dwyer 490-4 N 12 12-28-18 Thermometer Fluke 5211 92700087 1-2-19 Hygrometer Bacharach Dec -12 16T173 N/A 5 DunRight Balancing Project Five Guys STARTER DATA Manufacturer Manufacturer Installed Model Size Installed Thermal Ratin (Amps) Required Thermal Ratin (Amps) FAN TEST DATA CFM 4135 Outside Air 1015 Return Air 3120 Comments: Air Apparatus Report System RTU -1 UNIT DATA Manufacturer Carrier Model 48HCFD12A3M5A6UOG0 Serial 3819P83184 Fan Type Roof Top Unit lRating 4000 CFM @ 1.0" ESP Outside Air 1 1000 CFM STARTER DATA Manufacturer Manufacturer Installed Model Size Installed Thermal Ratin (Amps) Required Thermal Ratin (Amps) FAN TEST DATA CFM 4135 Outside Air 1015 Return Air 3120 Comments: Air Apparatus Report System RTU -1 TEST DATA MOTOR DATA Drive Type Manufacturer Marathon 1 VP65 Motor HP R.P.M. N/A 1745 Phase Frame 3 145TZ S. F. Type 1.15 N/A Volts Amps 230/460 14/7 T E R TEST DATA DRIVE DATA Drive Type Belt Drive Motor Drive 1 VP65 Motor Bore 7/8" Fan Drive AFD84 Fan Bore 1" No. Belts & Size 1 @ AX54 Center Line 17.5" Drive Change TEST DATA Preliminary Final Fan RPM 725 780 Volts 212/211/213 212/211/213 Amps 2.6/2.9/3.0 3.8/3.4/3.0 DunRight Balancing LLC. FAN SYSTEM DIAGRAM F C H 1 O �� E A -0.56° T / .67° 0.78° T E R \� / DunRight Balancing LLC. DunRight Balancing Project Five Guys STARTER DATA Manufacturer Manufacturer Installed Model Size Installed Thermal Rating(Amps) Required Thermal Rating(Amps) FAN TEST DATA CFM 2980 Outside Air 750 Return Air 1 2230 Comments: Air Apparatus Report System RTU -2 UNIT DATA Manufacturer Carrier Model 48HCFD08A3M5A6UOG0 Serial 3819P83153 Fan Type Roof Top Unit Rating 3000 CFM @ 1.0" ESP Outside Air 750 CFM STARTER DATA Manufacturer Manufacturer Installed Model Size Installed Thermal Rating(Amps) Required Thermal Rating(Amps) FAN TEST DATA CFM 2980 Outside Air 750 Return Air 1 2230 Comments: Air Apparatus Report System RTU -2 TEST DATA DRIVE DATA MOTOR DATA Belt Drive Manufacturer Marathon Motor Bore Motor HP R.P.M. N/A 1750 Phase Frame 3 56HZ S. F. T pe 1.15 N/A Volts Amps 230/460 9.2/4.6 L T TEST DATA DRIVE DATA Drive Type Belt Drive Motor Drive 1Vm50 Motor Bore 7/8" Fan Drive AFD74 Fan Bore 1" No. Belts & Size 1 @ AX49 Center Line 16.25" Drive Change O TEST DATA F Preliminary Final Fan RPM 666 702 Volts 212/213/211 212/213/211 .Amps 1.7/1.8/2.0 2.4/2.3/2.1 FAN SYSTEM DIAGRAM DunRight Balancing LLC. F C H 1 O /�— E -0.54" L O 0.70" % A .63" T L T E R DunRight Balancing LLC. DunRight Balancing Project Five Guys STARTER DATA Manufacturer Manufacturer Installed Model Size Installed Thermal Rating(Amps) Required Thermal Ratin (Amps) FAN TEST DATA CFM 2805 Outside Air 2805 Return Air I N/A Comments: Air Apparatus Report System MAU-1 UNIT DATA Manufacturer Captive Aire Model A2 -D.500 -20D Serial 3886400 Fan Type Make Up Air Unit lRating 2821 CFM @ 0.65" ESP Outside Air 2821 CFM STARTER DATA Manufacturer Manufacturer Installed Model Size Installed Thermal Rating(Amps) Required Thermal Ratin (Amps) FAN TEST DATA CFM 2805 Outside Air 2805 Return Air I N/A Comments: Air Apparatus Report System MAU-1 DRIVE DATA Drive Type Direct Drive Motor Drive Motor Bore Fan Drive Fan Bore No. Belts & Size Center Line Drive Change TEST DATA MOTOR DATA Preliminary Manufacturer Teco 912 Motor HP R.P.M. 3 1755 Phase Frame 3 182T S. F. Type 1.15 ASGH Volts Ams 230/460 8.6/4.3 DRIVE DATA Drive Type Direct Drive Motor Drive Motor Bore Fan Drive Fan Bore No. Belts & Size Center Line Drive Change TEST DATA Preliminary Final Fan RPM 912 912 Volts 211/212/211 211/212/211 Amps 2.4/2.5/2.6 2.4/2.5/2.6 FAN SYSTEM DIAGRAM E H V E -0.44" P T 0.64" r/l C(R) -J 0.53" DunRight Balancing LLC. Dun Right Balancing Project Five Guys System Exhaust Fan Fan Test Report AN NUMBER KEF - 1 KEF – 2 EF -75 Manufacturer UNIT DATA UNIT DATA UNIT DATA Manufacturer Captive Aire Captive Aire Broan Model DU180HFA CASRE15DD L100 Serial 3886400 3886400 N/A Fan Type Exhaust Fan Exhaust Fan Exhaust Fan Rating 11852 CFM @ 1.375" ESP 11662 CFM @ 1.375" ESP 1 75 CFM @ 0.25" ESP MOTOR DATA MOTOR DATA MOTOR DATA MOTOR DATA Manufacturer Teco WEG Broan Motor HP .P.M. 3 1755 3 1735 1/10 785 Phase fFrame 3 182T 3 56P—Z–' 1 N/A S. F.. pe 1.15 ASGH 1.15 N/A 1 N/A Volts 230/460 230/460 120 mps 8.6/4.3 7.94/3.97 1.1 DRIVE DATA DRIVE DATA DRIVE DATA DRIVE DATA Drive Type Direct Drive Direct Drive Direct Drive Motor Drive Motor Bore Fan Drive Fan Bore No. Belts & Size Center Line Drive Change STARTER DATA STARTER DATA STARTER DATA STARTER DATA Manufacturer VFD VFD None Model Size Installed Thermal Rating(Amps) Required Thermal Rating(Amps) TEST DATA TEST DATA TEST DATA TEST DATA FAN CFM 1885 1675 80 Fan RPM 1435 1361 785 Motor Volts 211/212/212 211/212/211 120 Motor Amps 4.4/4.1/3.9 3.9/4.2/3.5 1.1 F F A F -1.12" A Atmos -0.97" Atmos Atmos A 0.18" N N N Comments: DunRight Balancing LLC. DunRight Balancing Project Five Guys System Exhaust Fan Fan Test Report NUMBER EF -150 IAN UNIT DATA UNIT DATA UNIT DATA Manufacturer Broan Model L150 Serial N/A Fan Type Exhaust Fan Rating 150 CFM @ 0.25" ESP MOTOR DATA MOTOR DATA MOTOR DATA MOTOR DATA Manufacturer Broan Motor HP R.P.M. 1/8 945 Phase Frame IType 1 N/A S. F. 1 N/A Volts 120 [Amps 1.3 DRIVE DATA DRIVE DATA DRIVE DATA DRIVE DATA Drive Type Direct Drive Motor Drive Motor Bore Fan Drive Fan Bore No. Belts & Size Center Line Drive Change STARTER DATA STARTER DATA STARTER DATA STARTER DATA Manufacturer None Model Size Installed Thermal Rating(Amps) Required Thermal Rating(Amps) TEST DATA TEST DATA TEST DATA TEST DATA FAN CFM 155 Fan RPM 945 Motor Volts 120 Motor Amps 1.3 F El Atmos A0.23" N Comments: Id DunRight Balancing LLC. 10 DunRight Balancing Project Five Guys AIR OUTLET TEST REPORT System Supply & Outside Air AREA SERVED OUTLET DESIGN PRELIMINARY FINAL REMARKS NO TYPE SIZE AK CFM VEL CFM VEL CFM VEL RTU -1 1 SR 24X6 0.85 400 471 249 293 385 453 2 SR 24X6 0.85 400 471 399 469 400 471 3 SR 24X6 0.85 400 471 344 405 395 465 4 SR 24X6 0.85 400 471 330 388 405 476 5 SR 24X6 0.85 400 471 310 365 410 1 482 6 SR 24X6 0.85 400 471 472 555 405 1 476 7 SR 24X6 0.85 400 471 466 548 410 482 8 SR 24X6 0.85 400 471 462 544 415 488 9 SR 24X6 0.85 400 471 432 508 410 482 10 SR 24X6 0.85 400 471 250 1 294 400 471 11 CD 12X12 50 52 50 12 CD 12X12 50 45 50 TOTAL 4100 4135 Outside Air 1 Hood 35X19 2.18 1000 459 467 214 1015 466 TOTAL 1000 1015 RTU -2 1 Hood 234X6 9.75 1160 119 1521 156 1150 118 2 CD 24X6 500 180 510 3 CD 24X6 440 422 435 4 CD 24X6 500 301 490 5 CD 24X6 400 225 395 TOTAL 3000 2980 Outside Air 1 Hood 35X19 2.18 750 344 341 156 750 344 TOTAL 750 750 MAU-1 1 Hood 234X14 22.75 2821 124 4651 204 2805 123 TOTAL 2821 2805 REMARKS: DunRight Balancing LLC Page 11 DunRight Balancing Project Five Guys AIR OUTLET TEST REPORT System Exhaust Air AREA SERVED lue DunRight Balancing LLC Page 12 ~ ~ ~IA, Xmwa, �| THESE DRAWINGS WERE OBTAINED FROM CAPTIVE AIRE. VERIFY LATEST DRAWINGS PRIOR TO ORDERING EQMT .......... AIR uLATIQNE IMC Code (tam 403.31 -- - — - - — WACdTdTHA RTU -1 mo Ton Tofw AA 009 CFM bet �4 rt�n s.i. 26.0% .. � � � � 9etatlrc � uac sae Av ertxvreaes { CiNu:t oa Kae Tkv terse Tacmr=0a iobi - _ - .._ � peps TaW 961 OSA 1RTAME 8 oI YTC, : FTM D.+ hNw1 CFM torn E+nauat . ezhaoet i Poem 7Ne a—# AREA OSA Pe, OSACPM P PM Mof =Tube .. 05►lTaW nAnimuM (S CFM ft -WW R6UtY, uNs A,=., �VutrM C£M Ptavdedl ltesuas: (pnI u PwpR 10 pw, CPM fa4'0 io"0w^f9'A Per s4R Ca.W— 191 151 0.9. 0.95 0;a 00, . 9 11 400 100 osA CsmPuea no na na na no _ sw4, Sot 319 i 7 5 0.12 15 s 74 93 1,000 250 ! osA cmques na ria na na t 0(Mtn6 Sot_._._ 633 TS 0.t6 70 44 i 446 558 2,450 fi13 oac na na na na na (i1WT) 165 54 { 75 19 na 2 75 150 350 ( _ - Soo y 56 75 19 na 1 75 75 75 Fi4iai�t --_ 49 �TMwfwP OSA TMwm -A tobl OSA TutA1 Totes I .Ad roar RA CPM —mi Total SA P—Wr OfRAUST W AUST , epWeW Pruvftletl TaWFn A-- 1.213 «nt Tumk- 1 620 662 14,000 I,AOOt1 225 225 _ _ _ PVAc arsTvt RTU.2 7.5 P T.eau. t,00o ePM s.x oaA„w w.%A% Af PP P,a OCNYF PS SMRuewn Au EOetUwsus I OAAAuw 0u: ikwfbarlmi Facts-. 0 Tatty 'iatM 96A#of W4 CPAfpr O=AI 6dYuu4 GFM total Fsawcf Eda.,R R .TYMt L ARU OSA Put OSA Mm4 ea4PY k w :.. Totai min o5A'.. roti minimum 1 ProatlW RESULT.KE �� ' INu RpfAtN i CTM Pravtlatl ReaoN: (44ff) Oa,euP W44ft So 0� R BaoWe - a.—, OSA 6Mrp'tl, (SA)LTM� I ' w i IOa54R tot 336 - 1,160 ' 290 na 0 0.70 235 3,514 . C- 1 — — ---- — L SOet40u 103 356 1 0.0 0.32 0.0 0.0 43 54 1 1,040 460 vu cc»<m.T.s na ria lw na na ITotesnab OSA: T., mM( 'i TP OSA Tebl j Total 9 :rapt Door W 0M,u4uita4 TeW L Proritletl , OIRAUST 1 WUIUST 77 Table—,A— 694 awT TWws= j 43 54 Low?,'¢: ;y# 235 ! 3,514 —KH -2 Q;11�N1PLAN 3 2 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: l " Mrd116-) —19tel Job Address: IN U.C� � 126 Permit Number: Z-01630% q M j2l-u ON Q ` F I - INWA-re_ WA rt 4) V�r - V, . WILL Vwr6, . F INT; ►N.S y ,�lL�/i'r? �,� mac. 01s10 rf4 iwfArC P-0 ❑ No one available for inspection: Time 1� A /PM Re -Inspection required Yes No W When corrections have been made, schedule for re -inspection online at. httpYlwww.ci.wheatridge.co.us inspection Date: ( Inspector: DO NOT REMOVE THIS OTICE I* � 4 i CITY OF WHEAT RIDGE t Building Inspection Division z (303) 235-2855 Office INS PE ON NOTICE Inspection Type: Job Address: Permit Number: q ep ❑ No one available for inspection: Tire-' , /MA PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usrnspection Date: Insppe DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office l INSPECTION NOTICE Inspection Type: "407�_) F(, - ---- Job Address:'-��(..(�) Permit Number: 'AM ❑ No one available for inspection: Time �Q, MGPM Re -Inspection requireds No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci.wheatridge.co.uslins e n Date: Inspect - DO NOT OVE THIS NOTICE City of Wheat Ridge Commercial Low Voltage PERMIT - 201902387 PERMIT NO: 201902387 ISSUED: 11/13/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 126 EXPIRES: 11/12/2020 JOB DESCRIPTION: Install fire alarm system; also monitor 2 duct detectors and 1 kitchen hood, 2,400 sq ft total *** CONTACTS *** OWNER (303)800-0921 QUADRANT WHEAT RIDGE CORNERS L SUB (303)459-2825 JOHN MAXWELL 190323 COLORADO FIRE & SECURITY *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,200.00 FEES Total Valuation 0.00 Use Tax 25.20 Permit Fee 50.30 ** TOTAL ** 75.50 *** 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 m 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 authorize? to obtain this permit and perform the work described and approved in conjunction with thispen" rt. I fur{her fittest that I am le ally a orized to include all entities named within this document as parties to the work to be performed and a 1 work to )fie perforrtae s disclosed in this document and/o/ri ' ac mpanying approved plans and specifications. Signatu o OWNER or CONTRACTOR (Circle one) Date I. This rmit was issued based on the information provided in the permit application and accompanying plans and specifications and is su ct to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired pen -nits 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 ordinancelor regulation of this jurisdiction. Approval of work is subject to field inspection. a Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W at j idg� COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(abci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # 0 391 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_2 X2-7 (41 A, US tvc; �-' T 1-4 1. LO.> j o : t -e to � Property Owner (please print): J Le 60 Fu r4 e rS Phone: Property Owner Email: Tenant Name (Commercial Projects Only) r -we- LsvY�5 1 '�2::Q - Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng1neer E-mail: Phone: Contractor Name: City of Wheat Ridge License #: -I i -C `f' S e (_J :J Contractor E-mail Address: Yin !-Xi.,;L I I For Plan Review Questions & Comments (please print): Phone: `" 1q 78 73 CONTACT NAME (please print): f yo�%r Y lel x1"�l I Phone: 3C)3 -17 9 e 0a 7 3 CONTACT EMAIL(please print): Yf1 A -X Uk CL S C� 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 cam/ O-?) BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: +4_ Construction Type: - Occupancy Load: Square Footage: a Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or,have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) I CONT ) or (AUTHORIZ PRESENTATIVE) of (OWNER) (CO TRACTOR) r Signature (first and last name): i� DATE: Printed Name: T-0k^h- DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: .A LA is ky'I iVc"T� 1f= nTl�v(J t S t�, e �c, Sq. FULF cam/ O-?) BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: +4_ Construction Type: - Occupancy Load: Square Footage: a Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or,have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) I CONT ) or (AUTHORIZ PRESENTATIVE) of (OWNER) (CO TRACTOR) r Signature (first and last name): i� DATE: Printed Name: T-0k^h- DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: v i� Utr14 Job Address: �3 -70 % a / ,,. , Permit Number: a I cl © 11-) -7 a ❑ No one available for inspection: Time qz PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: +7_6 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division t r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: C-( Permit Number: ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes .No When corrections have been made, $cbedule for re -inspection online at: http✓/www.ci.wheatridge.co.us4nsppectioh Date: 0. - p In i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -31-7- R n u a Al c. Job Address: 3777 I/t/ a s r,,o r--4 a4i 4* - Permit Number: rP4� 19 0 1 1-) -7—] EC ❑ No one available for inspection: Time AM& Re -Inspection required: 5)No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/) /_7 1 / Inspector: - e DO NOT REMOVE THIS NOTICE City of Wheat Ridge Tenant: Five Guys *** CONTACTS *** OWNER (303)800-0921 QUADRANT WHEAT RIDGE CORNERS L SUB (303)690-2603 BART GOLDING 160227 DUN -RITE SIGNS, INC SUB (303)237-7529 MICHAEL E. FREDRICEY 019450 TITAN ELECTRIC CO., INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,100.00 FEES Total Valuation 0.00 Plan Review Fee 294.81 Use Tax 527.10 Permit Fee 453.55 ** TOTAL ** 1,275.46 *** 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. Commercial Sign PERMIT - 201902165 PERMIT NO: 201902165 ISSUED: 11/05/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 126 EXPIRES: 11/04/2020 JOB DESCRIPTION: Install 2 sets of 20 in flush mounted channel letters on backer panel, install 1 set of 24 in. flush mounted channel letters on backer panel Tenant: Five Guys *** CONTACTS *** OWNER (303)800-0921 QUADRANT WHEAT RIDGE CORNERS L SUB (303)690-2603 BART GOLDING 160227 DUN -RITE SIGNS, INC SUB (303)237-7529 MICHAEL E. FREDRICEY 019450 TITAN ELECTRIC CO., INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,100.00 FEES Total Valuation 0.00 Plan Review Fee 294.81 Use Tax 527.10 Permit Fee 453.55 ** TOTAL ** 1,275.46 *** 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. ,, is 4 . City of Wheat Ridge Commercial Sign PERMIT - 201902165 PERMIT NO: 201902165 ISSUED: 11/05/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 126 EXPIRES: 11/04/2020 JOB DESCRIPTION: Install 2 sets of 20 in flush mounted channel letters on backer panel, install 1 set of 24 in. flush mounted channel letters on backer panel Tenant: Five Guys 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 app;am cable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property anauthorzed tobtain thisthis �t.IfurtherattestthatIam lally authorizdtoinclude alper r ed aryl that all work to be. perrmg�i is disclosed in this document and/or, its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date ' / 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra mg of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appjQble code or apylordinance 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 Wheat idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29'h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-2345933 FOR OFFICE USE ONLY i Pbnmemi,# �-o q Pkn Romfew Fee: � y Building Permit Application Please complete all highlighted areas on both sides of this form. Implete splAcations may not be processed.711 1 - / I Property Address: � dS Lk)0 hl0d-, _�f� + Rklojr Owner Property Owner Email: Mailing Address: (if different than property address) Address: State, =17 ArchttectlEngineer E-mail: Contractor: \ -V1 - Contractors City License #: Contractor E-mail Address: Sub Contractors: CA V\. Wil_ Phone:'3U �--%L)0-ce Phone: Phone: i Electrical: _ Plumbing: Mechanical: W.R. C' License # j \ Y�i W.R. City License # W.R. City License # Tr Other City Licensed Sub: ' b�GAS V Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Descriotiol) 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 SYSTEMIAPPLIANCE REPAIR or REPLACEMENT OTHER (Desc ibe)_ (For L projects, please provide a etaiied 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.) QN Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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. CIRCLEONE: (OWNER) (CONTRACTOR) gr (AUTHORIZED REPRESENTATIVE) of (OWNER) PRINT NAME: 1 V\01 W bb, SIGNATURE:. AAT b DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION: Reviewer m V�� afP(IM 1012-411 BUILDING EPARTMEW COMMENTS. Reviewer m,4�— PUBLIC WORKS COMMENTS: Reviewer: PROQF OF SUBMISSION FORMS Ql Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required 25, Sanitation District n Received 1`1 Not Required Building Division Valuation: $(-A-..' _ Project Address: 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. 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 -� 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- .2 square feet Wall 2 allowable signage- LQsquare feet Wall 3 allowable signage- square feet Site Plan Lauren Mikulak From: Lauren Mikulak Sent: Friday, October 11, 2019 2:27 PM To: Bob Turner (bturner@quadrantcolorado.com) Subject: RE: Five Guys Signage.pdf Categories: Document to Review Just wanted to let you know that we received a permit application today for Five Guys signs with the backer panel shown. I've notified the sign contractor that we can't approve the backer panel as I communicated earlier this year. Thanks, Lauren Mikulak, AICP Planning Manager Office Phone: 303-235-2845 W d Pi -„S' From: Lauren Mikulak Sent: Tuesday, May 21, 2019 2:49 PM To: 'Bob Turner' <BTurner@guadprop.com> Subject: RE: Five Guys Signage.pdf WW S� fvL4 00 O,Z 6V01110 L& - 9u�-V4-ek ok-� ►�� ,f re� u � A/V\, *AJ Bob, I looked at the document you sent and the sign plan, and we can't approve the backer panel for Five Guys. The sign plan is explicit that channel letters are required and it was an intentional design decision through the master sign plan. The only makes an allowance for the anchor building H. We are not supportive of allowing it elsewhere and changing the sign plan. We discussed internally and are having trouble understanding this as their deal breaker when there are countless examples of other Five Guys in local communities with no backer: • 8547 E Arapahoe Rd, Greenwood Village • 14630 W Colfax Ave, Lakewood • 2021 S Colorado Blvd, Denver • 9352 S Colorado Blvd, Highlands Ranch (they have one on the subtext but not the main) • 4480 W 12155 Ave. Broomfield I'm happy to talk with them to explain if needed. Lauren Mikulak, AICP Planning Manager Office Phone: 303-235-2845 -----Original Message ----- From: Bob Turner <BTurner@quadprop.com> Sent: Friday, May 17, 2019 2:07 PM To: Lauren Mikulak <Imikulak@ci.wheatridge.co.us> Subject: Five Guys Signage.pdf Lauren We are at execution lease with 5 Guys Our sign company requested I reach out to you re the signage with the red backer The red backer is a deal breaker for 5guys Please call Lauren Mikulak From: Lauren Mikulak Sent: Friday, October 11, 2019 2:27 PM To: 'dun-rite-signs@comcast.net' Subject: 3727 Wadsworth Boulevard This email is regarding the building permit application submitted today by Sabrina for the Five Guys signs at 3727 Wadsworth Boulevard, Suite 126. The wall signs cannot be approved as proposed. The master sign plan for this project is explicit that channel letters are required and does not allow for the red backer panel that is shown. Please revise and resubmit the wall sign specifications without the backer panel. Thank you, Lauren Mikulak, AICP Planning Manager Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2845 Fax: 303-235-2845 www.ci.wheatridge.co.us P - 1 r' 169-!2019 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. CHANNEL LETTER SPECIFICATIONS 1-4 1703/16 25 L 165 3/16 Letters Channel Letter & Wall Cross Section Spacer Mounted, Outline, Exterior Power Supplies �1 Trimcap � I Secondary Electrical fi.. ° — LED's 0 0 Weatherproof power supply box ° Service Switch — Face Primary Electrical Mounting, appropriate Wall for wall type. Return Cloud Outline Scope of Work: (West Elevation) Manufacture and install (1) new set of spacer mounted channel letters with custom cloud (West Elevation) New Sign in Place CHANNEL LETTER SPECIFICATIONS 2043/16 1093/16 198 1/4 Letters Scope of Work.- (East Elevation) Manufacture and install (1) new set of flush mounted channel letters with custom cloud outline as shown. Letters: Routed .040" aluminum backs, .040" x 5" tall returns, "Flanged & Crimped" construction, seams sealed, drain holes. Letter Finish : Letter interiors prefinished "White" enamel, exteriors prefinished Wrisco "White". Letter Faces.- Routed 3/16" translucent "White" (#7328) acrylic, finished with 1" White Jewelite trimcap. Cloud Outline.- Routed .090" aluminum, exterior primed & painted "Bengal Red" to match (MP95959) with gloss clear coat. Lighting: Letters lit internally using Hanley PF 3120 "White" LED light modules and power supplies. Electrical.- 120 volt, UL listed & labeled, Hanley 12 volt power supplies remotely mounted outside of building above parapet roof line in weather proof box. Secondary electrical to exit letters in water tight conduit near tops (High Electric). Location Sign centered left to right, up and down in sign band as shown. .IIIIII10,-# 1 (East Elevation) New Sign in Place Channel Letter & Wall Cross Section Flush Mounted, Outline, Exterior Power Supplies Trimcap Secondary Electrical — Face D D Weather proof power supply box Service Switch — LED's Primary Electrical Mounting, appropriate Return for wall type. \ Cloud Outline CHANNEL LETTER SPECIFICATIONS: 198 1/4 Letters Scope of Work: (South Elevation) Manufacture and install (1) new set of flush mounted channel letters with custom cloud outline as shown. Letters : Routed .040" aluminum backs, .040" x 5" tall returns, "Flanged & Crimped" construction, seams sealed, drain holes. (South Elevation) New Sign in Place Letter Finish Letter Faces Cloud Outline Letter interiors prefinished "White" enamel, exteriors prefinished Wrisco "White". Routed 3/16" translucent "White" (#7328) acrylic, finished with 1" White Jewelite trimcap. Routed .090" aluminum, exterior primed & painted "Bengal Red" to match (MP95959) with gloss clear coat. Lighting: Letters lit internally using Hanley PF 3120 "White" LED light modules and power supplies. Electrical Location 120 volt, UL listed & labeled, Hanley 12 volt power supplies remotely mounted outside of building above parapet roof line in weather proof box. Secondary electrical to exit letters in water tight conduit near tops (High Electric). Sign centered left to right, up and down in sign band as shown. �lilllll Channel Letter & Wall Cross Section Flush Mounted, Outline, Exterior Power Supplies C/ Trimcap Secondary Electrical — Face D D Weatherproof power supply box Service Switch LED's Primary Electncal # s Mounting, appropriate Retum for wall type. \ Cloud Outline I 1 1 U =1.� jl;flvi,�l Please PRODUCTION SALES Initial W 0 ME on 11 / 0 FIVEI PRODUCTION APPROVAL 4�---- - TENAN FIVE GUYS TENANT F G C H 1 J 2 L G bittl�ltlBN��I�itl �%j � F i1r! rlllfl11it![ii?1ljtNttl!ltttitillEt�l�ildiltlti[lClli6f�I�il111t911tlE1lfit11Eti1�(tl#IEllillttllllil�iti�tplltltltitl[;IMti�lla�Ihtl�1111itt1t11111�i[iflllili��}tlttll1�1�11 B SIGNS INCORPORATED 1221 Venture Drive, Suite 1, Janesville, WI 53546 Phone: 1-800-243-7997 Fax: 1-608-754-7822 This original and unpublished design is copyrighted and the exclusive property of jj ( f 11 JNB Signs, Inc. and is not to be exhibited, copied or reproduced in whole or in part L ###77 © Listed without written permission. All sizes and dimensions are shown for clients conceptionFive Guys Matt Stried' of current project and are not to be understood as being exact size or exact scale. , r JNB Signs © m not responsible for differences p colors between this print and Coal e b y Wheat we will attempt to match colors as closely as possible but final choices will be made by • Ridge, using vinyl and paint samples when possible, but we cannot guarantee exact color matches . • , , • , Copyright due to differing surfaces, materials and paints being applied.�® �. , ' • • • ' . ,... . e i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -' (Y) �- Job Address: Permit Number: ?(A (I U ! 11 FA ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: t'' i 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r e Inspection Type:, Job Address: `moi I Permit Number: i { �- 9 P 'a,s+,.�sr-' LlNo one available for ins ection: Tim A p ��M/�PM Re -Inspection required: Yes' No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge. co.0 nspectip' Date: Inspect ` DO NOT REk VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 5 -7 'fes -,/"1 r Job Address: 2-7 1. tib- Permit Number: ZZ�Z D ❑ No one available for inspectio _: 5 M/P Re -Inspection required: Ye _No When corrections have been made, edule for re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date:1O i 1? Inspector: DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ate. t") •` Job Address: �% 27 LAl4-,r_.�5-y'vVz-x- J_�- Permit Number: ❑ No one available for inspection: Times-' �� , ' AI�VIPM Re -Inspection required: Yes-` No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usfinspection Date:-/.- Inspector: ;'�-- DO NOT REMOVE THIS NOTICE 9 October 2019 City of Wheat Ridge Building Inspection Division Tel: (303) 235-2855 RE: Framing for Five Guys at 38t1 & Wadsworth To the Building Inspector, This letter to is to clarify that the wall framing as installed (framing goes to bottom of roof joists) is acceptable to the design intent of the construction drawings. The intent is to run framing above the ceiling and brace it to a strong point (either the roof deck or bottom of the roof joists are acceptable for this purpose). er ly, --�► — SiJJoh onseller O e Ethos Architecture Group LLC °f C°t0 9 Ot JOHN � 0 SPONSELLER 8025 West 25th Pl.;fLakewood, CO 80214; Tel: 303 374-9896, www.ethos-arch-group.com CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ��'1� �R_� r, �'�: ca, Permit Number: le ❑ No one available for inspection: Time �rrAM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co-usrnspection Date: �L`- �`� Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: rn °'- P Ay N L Job Address: 37�2'� t moi wa,-Lk, Permit Number: v�(� I L( -2a C r.-�E a 'Y ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: 10 i a 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: ❑ No one available for inspection: Re -Inspection required: Yes(,_lin./ When corrections have been mode, cal or;�e=inspec ion at 303-234-5933 Date: Insp cto F DO NOT 1' OVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time a _ AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http:Y/www. ci. wheatridge. co. uslinspection Date: 02' 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:�►`��, Permit Number: ❑ No one available for inspection: Time ,i _ —, AM/PM Re -Inspection required: Yes, When corrections have been made`, schedule for re -inspection online at. http✓/www.ci. wheatridge.co.uslinspection Date: ify- 1 .1 Ci Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division � I . (303) 235-2855 Office 1 `-� INSPECTION NOTICE Inspection Type: 3qe P 4 ?�W_Cxrt� Job Address: � Permit Number: V-0 12 1 4 ( Sp. ❑ No one available for inspection: Time Mom Re -Inspection required: Yes V J When corrections have been made schedule for re -inspection online at. httpYlwww.ci.wheatridge.co.usfin ec 'on Date: Ins'ecto LA.) O w lD wD LA.) O N N C') (D U) O W V Ql Cn N Ln LU V T x w p F -+ -0 0) (o --I a H rD In - -1 O N w V W v � v -a n of m 0 N- O °� -0 D � ti± — O rD LAJ :3< N O p m � un n A T k= � //NX�)� rD o� (D (D 1+ Oo n_ r° 0) o Q < c CL fD N Q A T7 W v r0r 0 = flJ Q C_T rD (n ' O v, M (D O c v O W 0L v' O �' n v+ Q 0 3 Ln •' rNr N( r=+ <T a 00j C Cn N v �T7 cu O 0 � Q (D G 7 v+ � O D O� 0o r 3 C r N OW n 1 n O Q w v' p. 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O o 01 m -a On O w "' O (OD ? cn ro (DN (D (D r+ F,- =r (D o'i =r0) fu O n Q O C O Q CCA (D (n N n fD 3, N ' n Z rt Gni r0+ pnj 77 = 0 v rD (DfD rfD C) O Hrm+ a) (D (D < O Q O (DD mOl r* r+ Ol 0 =;;rN•r o rD p 7 r+ rD O r+ 0) 0 r+ O = om m r+ 3 n Q A O1 O1 S rD LQ 7 (D= (D rD O (D O 0 z N LA p m - W �a O O Ol • 3 19 TI Im rN J 7 W o 3 D v m vm 0- `< x L 7 V1 Ln o T (D N Or�D 00O 3 3 3 � N O = rD O N (D 0. 0 O 3L-� Ul� Lo ( n t0 A (D t.p p m .. 3 �! o 0 -Ch.o �r p s D G)� �rD (Dr1 N (D D- rLn D @ r m u, O N i ((D O n (D N � O 0 O O m O w -O V 0 N 3 O 0 3 O Q f�D v (A n' O Ln :r 00 O Q rD Q U 3 N rD m lD 0 O n O 3 EGC SERVICES 9-10-2019 Attn: Mr Paul Edstrom, President 1156 S Lipan St Denver, CO 80223 303-765-2490 Paul, 528o Engineering rogerb@5280engineering.com 303-320-7755 www.DesignMEP.com Re: 5 -GUYS BURGERS AND FRYS 3727 Wadsworth Blvd, CO Regarding the above referenced project, the plumber has installed a code -complying sanitary waste piping and grease waste piping that is slightly different than what we originally designed. The sanitary and grease waste piping as installed is ACCEPTABLE. Please contact me if there are any outstanding concerns. Sincerely, 528olEngineerip Qp REG/ST�yo�,y �,ER BC Flo Roger Blank, P.E., Presit/24341 -10-2019 job Page 1 of 1 7-17-2019 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: LU lC, CD J GV- ❑ No one available for inspection: Time �' �U p � � AM/PM Re -Inspection required:es) No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: �- f U- l C Inspector: to DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201901477 PERMIT NO: 201901477 ISSUED: 08/15/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 126 EXPIRES: 08/14/2020 JOB DESCRIPTION: Commercial tenant finish. Square footage: 2,232 Tenant: Five Guys *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L GC (303)765-2490 Paul Edstrom 070102 EGC SERVICES, INC SUB (719)243-1949 WALTER HALL 180404 AIRTECH MECHANICL INC. SUB (303)237-7529 Michael E. Fredricey 019450 Titan Electric Co., Inc. SUB (303)278-0738 RUSSELL DYFFRYN 070231 RD PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 265,400.00 FEES Total Valuation 0.00 Plan Review Fee 1,431.79 Use Tax 5,573.40 Permit Fee 2,202.75 ** TOTnr.** -- Q 207. cad *** 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. Site signage will require separate permits. Exterior signs and window/door mounted signage will require separate building permits. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Rooftop equipment shall be screened by parapets or enclosures. For any window treatment proposed to provide privacy on back of house windows, treatment must be interior mounted and limited to solid, dark colors. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201901477 PERMIT NO: 201901477 ISSUED: JOB ADDRESS: 3727 Wadsworth Blvd Suite 126 EXPIRES: JOB DESCRIPTION: Commercial tenant finish. Square footage: 2,232 Tenant: Five Guys 08/15/2019 08/14/2020 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 leggally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. 7 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding 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 ordman� 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. Building & Inspection Services 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits a,ci.wheatridge.co.us FOR OFFICE USE ONLY Date: _� ` / ^ „ , / 11 ^_ Plan/Permit # b 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: 99'2 ((P.1#l26 wy� oD�3`Cb Property Owner (please print): &U*V)W/ ft0JEJ,9r(j675— Phone: JV3 n. r77/ Property Owner Email: Q 4(4 • (-cy e7 -w Tenant Name (Commercial Projects Only) F/V26(501F if C-pa-aw~ Property Owner Mailing Address: (if different than property address) Address: '7 UP 1 ,SO(fri�7-/%%/Z1� /JOR • City, State, Zip: 4&774f TeX14 Cd 6d (20 Arch itect/Enoineer: ryos- Pf*cw17zC%yAW G�up Architect/Engineer E-mail: A4 Aol-Q/rR •M1 Phone: X? M'jMX of I Contractor Name: 31 i!�- ( Se'l" 1'e•r•s City of Wheat Ridge License 0 Phone:_'— Contractor E-mail Address: -/Ie c,° Z-' I-� �� 4r For Plan Review Questions & Comments (please print): � CONTACT NAME (please print): JQ ffA/90#S; ��'� Phone: �•/ •e9ow"aa CONTACT EMAIL(p/ease print): J6n'*7 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 # OMMERCIAL ❑ 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 Amps Squares BTUs Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: ,A'' Y ~ Construction Type: e SprinkleregXyes No Occupancy Load:. 7J_ Square Footage: 2 23 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2 Ir /-/ e; e 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 alle 7ations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume fitll responsibility for compliance Keith applicable City of N4'heat Ridge codes and ordinances for v,ork under any pennit issued based on this application: that I am the legal ovner 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 anti entity included on this application to list that entity on this application. I. the applicant for this building permit application, «arrant the tntthfulness of the infonuation provided on the application. CIRCLE OiVE. (01VVER) (COA7RACTOR) �r (4GTIfORIZEPREPRESEiVT.4TIi'E) of (OR';VER) (COATTRACTOR) Signature (first and last name): eee it 'i- DATE: T ! �� Printed lame: &% -'4 % s°" "z J, DEPARTMENT USE ONLY ZONINGCOMMMENTS: I i 19l`f t1,YeC'A k.Qltr1 CCCldI�OCCUPANCY CLASSIFICATION: l/ CONSTRUCTION TYPE: Reviewer. S604141,f4ED( BUILDING DEPAjTMENT OMM NTS: Re ver: Y),2'/t� PUBLIC WORKS COMMENTS Reviewer: x Building Division Valuation:Z,65, w a City a.F wh6at id, Oh1t1hUI�I i7 -Y" DEVELOi'Iv1 EST SUB -CONTRACTOR AUTHORIZATION FORM "is form mast be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat lodge 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: '17 Z 7�j 1 sF j_=� j z`� Permit #: General Contractor: Electrical Sub -Contractor Company Brame:. -,; �� 12 c Phone #: 3O -Z - Z � 7 - State License #: /�(o(o Master #: i'YI(= . DDaS)/_N Wheat Ridge License #: 0 - y^; „ f - (rewired field) l i Signature o � horiz Agent I3at Plumbing Sub -Contractor Company Name: i�D . 3 d 3 - Z 78'-O / 3$ ��tL�13r1./G Phone #; 3 u 3 - State License #: Master #:� Wheat dge License #: Ec (5 n Ic f r�_(r e nh-ed field) Sig o Lure torized Agent.Date Mechanical Contractor Company Fame: 61-4?`VtGt, jt i,-cn+,iAJ�ti�� Phone: V� 3 - Wheat Ridge License #:-, �l f • - �i_ 7 {reila3ri'd field) Signature of Authorized Agent Date A U o c�, N City of Owl 'Wheat icl 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: '?, 7 2 7 �✓uri, iar�L� -3-1 !ZC Permit #: General Contractor: /r �G'f V 1 GAS I Electrical Sub -Contractor Company Name:/ — ! �r�Y� Cc. Phone #: 303 - Z3 7— 75_ Z y' State License #: Master #: Wheat Ridge License (required field) 0,<, Signature of Authorized Agent Plumbing Sub -Contractor Date Company Name: Iia �.utN.VCi Phone #: State License #: Wheat Ridge License #: Signature of Authorized Agent I Mechanical Contractor v3 _`71 "-I ( - 'Ll -(06- Master #• (required field) Date Company Name: 41g i -5(t+ A(,ttl ty,_c c- Phone: -7 A- Wheat Ridge License #: (required field) Signature of Authorized Agent Date Paul Edstrom From: Sent: To: Subject: john sponseller, NCARB, LEEDAP principal Mobile: 303 815-0161 Direct: 303 374-9896 Email: iohn@ethos-arch-group.com Web: www.ethos-arch-group.com John Sponseller <john@ethos-arch-group.com> Wednesday, July 17, 2019 2:52 PM Paul Edstrom FW: Permit application accepted - West Metro Fire Protection District FIVE GUYS 38TH & WADS L €� I V E D From: NoReply@mobile-eyes.com <NoReply@mobile-eyes.com> Sent: Wednesday, July 17, 2019 2:46 PM To: John Sponseller <john@ethos-arch-group.com> Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Five Guys Burgers (TI) at STE 126, 3727 Wadsworth Boulevard Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190717004 Description: Five Guys Burgers, tenant finish for new restaurant 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. I 7/29/19 Plan review comments for 3727 Wadsworth Blvd, Suite 126 ETHOS RESPONSE IN HIGHLIGHTED, ALL CAPS 1. At least 5 percent of dining surfaces shall be accessible and distributed throughout the facility. Sheets G1-01 and A2-12 is only showing 1 accessible table location. Please revise sheets to show the required accessible seating per 2012 IBC 1108.2.9.1. RESPONSE: SEATING FOR DINING HAS BEEN REVISED TO PROVIDE REQUIRED 5% ACCESSIBLE SEATING. 2. Sheet G1-01: Revise in local jurisdiction building codes to 2017 National Electrical Code. RESPONSE: THE CODE HAS BEEN CHANGED ACCORDINGLY. 3. Please include outdoor dining area occupant load in plumbing fixture count on G1-01. RESPONSE: THE OUTDOOR DINING AREA AS BEEN INCLUDED IN THE PLUMBING FIXTURE COUNT. 4. Since the exterior door leading to the outdoor dining area is a required exit, as it is shown using the required separation distance, a path of travel will have to be maintained in the outdoor dining area and an exit gate complying with 2012 IBC section 1008, out of the area is required to be installed. RESPONSE: THE PATH OF TRAVEL WILL BE MAINTAINED THROUGH THE PATIO THERE IS FULL CLEARANCE FOR ACCESSIBLE PATH OF TRAVEL HERE IN THE EXITING PATIO PAVED AREA. THERE IS NOT A PATIO RAILING THEREFORE NO PATIO GATE IS NEEDED. 5. Please clarify construction of existing demising wall keynote 1 on A2-11. A 1 hr. separation is required between A and B occupancy per be table 2012 IBC 508.4. RESPONSE: SEE REVISED KEYNOTE #1, THE DEMISING WALL WILL BE BUILT OUT AS A 1 HOUR SEPARATION. 6. NOTE: WE REVISED THE KEYNOTE #2 ON SHEET A3-01 PER LANDLORD COMMENT TO MATCH THEIR SPEC FOR WINDOW FILM WE BELIEVE THIS ANSWERS ALL YOUR COMMENTS. SINCERELY, JOHN SPONSELLER ETHOS ARCHICTURE GROUP r"SPOiNSELLEOR of ��IV 0 wjc= i ftow-ca DUN 01-S UC404-1 *+`,C'604 -WVS M kzA UIV401012 M4 ivlw$A . . ...................... 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City of WhcatPidgic BUSINESS LICENSE INSPECTION PERMIT NO. 201901044 BUSINESS NAME: Cost Cutters #62320 INSPECTION DAY/TIME Wed May 23 `._' BF1 INSPECTION DAY/TIME INSPECTION DAY/TIM ADDRESS: 3727 Wadsworth Blvd #124 CONTACT NAME: 1148 SQ FT B OCCUPANCY TYPE 12 OCCUPANCY LOAD CONSTRUCTION TYPE ■❑ SPRINKLERED ❑ NON-SPRINKLERED n (ZD Inspector ig ature Date 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: �l �� . (_ � Job Address: Z4 > 14 "PermitNumber: "2_ L 1 ❑ No one available for inspection: Time Re -Inspection required: Yes,,, When corrections have been made, call for--(f-inspection at 303-234-5933 Dates' Inspector',=- DO NOT REMOVE -THIS NOTICE UnitedT Test and Balance B 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 AX Office: 303.597.4185 Certified Testing, Adjusting, and Balancing Report Project Name: Address: Elevation: Certified Report Date: Balancing Technician: Mechanical Contractor: Mechanical Engineer: ib Le DIMENSION .� GROUP Information Cost Cutters 3727 Wadsworth Blvd. Wheatridge, CO 80033 5,459 ft. May 14, 2019 Contractor Information Martin Boma Northglenn Heating and Air Conditioning Project Equipment Information Architect: DIoMENSION 'Le GRUP Capture Hood: Alnor: EBT -731 Calibrated: 10/24/2018 Water Meter: Alnor: HM670 Calibrated: 08/23/2018 Volt Meter: Fluke: 375 FC Calibrated: 02/26/2019 Tachometer: Shimpo: DT-207LR Calibrated: 02/26/2019 C6/'ific �dGwnt a ��Gp/` pq j{ 6r Q, ✓t1 'ten¢, A.wn Yer�l Iwry�n9 I�ww/IMi Ans�lYwi d +e�rwr "MV tuft" UnHod 1 Mf'•�•: �'� Firm t7C „d ca.un; 1l;Mmcey G+rMc' G' Con�4 Semper Fidelis Veteran Owned and Operated United Test and Balance T B 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 AX Office: 303.597.4185 Warrantv Information Dear Customer, As we try to build our customer base and insure 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 Senaper Fidelis Veteran Owned and Operated United Test nTand Balance 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 AMP or A Ampere LB Pound APD Air Pressure Drop LWT Leaving Water Temperature ATMOS Atmosphere MA Mixed Air BHP Brake Horsepower MAX Maximum BTU British Thermal Unit MIN Minimum BTUH BTU per Hour MAU Make -Up Air CFM Cubic Feet per Minute N/A No Access CHW Chilled Water Nom. Efff, 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 EWr 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-1 I T-2 T-3 Terminal 11 Terminal 2 Terminal 3 FLA Full Load Amps TEMP or' Temperature FPM Feet per Minute TSP Total Static Pressure FT. Feet T-Stat Thermostat HD. Head 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 Fidelis Veteran Owned and Operated U T e United Test and Balance /AX 14142 Denver o(A.Wr,l PdrCO SWp I 245 l�lccwaKl. CO R(1301 Office: 3(13.597.4185 Table Of Contents PROJECT: Cost Cutters DATE: 5/14/2019 LOCATION: Wheat Ridge, CO CONTACT: Gabe Martinez PROJECT #: 19-1916 AUTHOR: Jeremy Merrill Table Of Contents 1 Roof Top Unit........................................................................................................................................................... 1 1.1 RTU-01.............................................................................................................................................................. 1 2 Fan Unit.................................................................................................................................................................... 2 2.1 EF-01................................................................................................................................................................. 2 2.2 EF-02................................................................................................................................................................. 3 3 Cost Cutters Mechanical.pdf.................................................................................................................................... 4 United Test and Balance Roof Top Unit PROJECT: Cost Cutters LOCATION: Wheat Ridge, CO PROJECT #: 19-1916 SYSTEM/UNIT: RTU -01. Unit Manufacturer Unit Model Number Unit Serial Number RTU -01. /Filter Bank Filter Type Filter Qty - S1 Filter Size - S1 United Test and Balance 14142 Denver We,[ Parkway .Sufic 245 LakcwoW. CO 80401 Office: 303.547.4185 YSC060G3EHB02DO0100000 OOOOOOOF00000000000 190910189L Fiberglass 2 20" x 35" x 2" RTU -01. /Suppjv Fan Starter Manufacturer Thermally Protected DATE: 5/14/2019 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 5/10/2019 Motor Manufacturer U.S. Motors Motor HP 1.0 HP Motor RPM Variable RPM Motor Rated Volts 208-230 Volts Motor Phase 1 Motor FL Amps 6.9 Amps Motor Service Factor 1.00 RTU -01. /Supply Fan Motor Sheave Model Direct -Drive (Multi -Speed) Design Airflow 2000 CFM Design ESP 1.30 in. we Actual Airflow 1920 CFM Final Filter SP In -0.19 in. we Design Outside Airflow 500 CFM Outlet -01 Final Filter SP Out No Access in. we Actual Outside Airflow 480 CFM 95 DX Cooling SP In No Access in. we O/A Damper Position 20% 100 DX Cooling SP Out -0.36 in. we RTU -01. /Supply Fan 75 Fan SP In -0.36 in. we Actual RPM High -Speed RPM 75 Fan SP Out No Access in. we Motor Volts T1-T2 210 Volts SD Heating SP In No Access in. we Motor Amps T1 5.1 Amps 78 Heatinq SP Out +0.14 in. we Log: RTU -01. /Supply Fan 5/10/2019 Martin Boma Final Readings Recorded With Speed Tap Set To High -Speed (Highest Output Setting). RTU -01. Supply Outlet Summary United Test and Balance Page 1 of 4 Outlet -01 SD 75 95 127 75 100 Outlet -02 SD 75 90 120 75 100 Outlet -03 SD 400 310 78 385 96 Outlet -04 SD 450 450 100 435 97 Outlet -05 SD 500 500 100 475 95 Outlet -06 SD 500 500 100 475 95 United Test and Balance Page 1 of 4 Fan Unit PROJECT: Cost Cutters LOCATION: Wheat Ridge, CO PROJECT #: 19-1916 SYSTEM/UNIT: EF -01 Unit Data Fan Manufacturer Broan-Nutone Fan Model Number Not Listed Fan Serial Number Date Code: 71 F04C1 Design Airflow 75 CFM Actual Airflow 80 CFM Actual RPM D -D RPM Motor Volts T1-T2 118 Volts Motor Amps T1 0.8 Amps Suction SP Atmosphere in. we Discharge SP No Access in. we Desiqn ESP 0.25 in. we EF -01 Exhaust Inlet Summary United Test and Balance 14142 tkmci Wc.l Parkway Sunc 245 Lske,A wd. CO 81WOI l n I icc..4 I t.5v7.4I 85 DATE: 5/14/2019 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 5/14/2019 Motor Sheave Model Direct -Drive United Test and Balance Page 2 of 4 Motor Data Motor Manufacturer Broan Motor HP 0.02 HP Motor RPM 1550 RPM Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 1.2 Amps Motor Service Factor 1.00 Motor Sheave Model Direct -Drive United Test and Balance Page 2 of 4 u T jA\B Fan Unit PROJECT: Cost Cutters LOCATION: Wheat Ridge, CO PROJECT #: 19-1916 SYSTEM/UNIT: EF -02 United Test and Balance 14142 tknvrr WC11 Pdrk",iy Su11C 215 Lakcw'cxx1. CO 80401 Office: 3113.597.4185 Fan Manufacturer Greenheck Fan Model Number G -080 -G -X Fan Serial Number 15850557 Design Airflow 300 CFM Actual Airflow 300 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 Desiqn ESP 0.125 in. we EF -02 Exhaust Inlet Summary DATE: 5/14/2019 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Martin Boma Date: 5/14/2019 Motor Manufacturer McMillan Motor HP 1/20 HP Motor RPM 1050/1300/1550 RPM Motor Rated Volts 115 Volts Motor Phase 1 Motor FL Amps 1.2 Amps Motor Service Factor 1.00 United Test and Balance Page 3 of 4 M •..,..rJn,•.e e.>N N N Jr ` i � I � ..•_. it.._. � _. _.l I ai z l L 044' S RIStR Aff',LAL PLAN. ex..as A-- 't 'RA _xHA�, S' SAN MGA[, TIN', )L -ASL 3 _ NEW ROOF TOP UNIT SCHEDULE BY M.C.) RJOL 10P LL'A, :w•a�R..a_..•awR> « 4 64µf AI BALANCE SCHEDULE CFM>. �n,�� w •a L -�u-z— I - ra »..J AR. wcsrlor.s ucumwa � u. •. • MSIJrtnu Rl.R5 hEA5[ lwF RKA. •Ohm— w.oe �.. .n r, ww.,m otSOrtR IRi M+ SARGBRiAH) :. l.3-i.P" .vu.r. e1 g__ i.'.IBit._ �OnO .a o•rxT ..,SMm,rUwnpv can 4. 7N" AHP, NA.. DIAL ,M RR ,R•, •RR r - .«�. MECHANICAL NOTES NEW EXHAUST FAN SCHEDULE BY M.C. «,u„M „ -- HVAC PLAN KEY NOTES EMECNAfUCAI SYMBOLS > •'�'• c.nr,« w..,, s•.w .n . y, arz„o..or. a.au tl4•+gw a«,� w ,• •••,••• ® ...,. w. -y. .> ,�.,..x4 .«+.,•RRe wMti.J> r � ..��_° b' "o C. , . ......o.>}>� ... ,.,4. ,. v e •• ,°".� NEW DIFFUSER. MIE # REGISTER SCHEDULE(BY M.C-) ? wu � _.> a Nr w.oa v...m.w. �tl 8 �^ ,...a,....,� a. .•w,, w .n, ...:w, n . eu..non o. City of Wheat Ridge Commercial Sign PERMIT - 201900848 PERMIT NO: 201900848 ISSUED: 05/22/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 05/21/2020 JOB DESCRIPTION: Commercial LED sign installing 2 new letter sets reading Cost Cutters and various vinyl graphics. 18.5 total square footage. *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS L SUB (970)980-6106 NATHAN ZIMMERMAN 140118 APEX SIGNS & GRAPHICS SUB (719)650-7442 PAUL BOULTON 190080 BOULTON ELECTRICAL SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Investigative Fees ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 132.80 193.20 204.30 204.30 734.60 9,200.00 *** 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. Window signs must be interior mounted. For any window treatment proposed to provide privacy on back of house windows, treatment must be interior mounted and limited to solid, dark colors. City of Wheat Ridge Commercial Sign PERMIT - 201900848 PERMIT NO: 201900848 ISSUED: 05/22/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 05/21/2020 JOB DESCRIPTION: Commercial LED sign installing 2 new letter sets reading Cost Cutters and various vinyl graphics. 18.5 total square footage. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and_!40all w rmed is disclosed in this document an or its' Iccompanying approved plans and specifications. S 3 2e Signature of O R (Circle one) D to 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. Th& issuance or grin1ing of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any p abl code o . y 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 Wheatlk.Oge 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: perm its(c)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # PlanevieX ee: � F :$ /3'� ,:? Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** -3-717 Property Address: V, r3Lyp y Propertv Owner (please Property Owner Email: f Ct.c �l�,,gh— _'� ZkrW,2_ hone: 7C)� -- ZCY-ZG�� Tenant (Commercial Projects Only) COST CTC+S Property Owner Mailing Address: (if different than property address) Address: , State, Zip: II Arch itectlEng1neer E-mail: I� Phone: N JA Contractor: �X 5t6t-5 �,��+.-�Pt+1C5 City of Wheat Ridge License #: N0118 Phone: '9 %b —!i&Q -(o 10/ Contractor E-mail Address: no=4e, CDq,Q2,vLCu,S��v�Su►h5 C�v� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): N4 tC Phone: 0110 490 —(off 04 CONTACT EMAIL(please print): Ylia4e a,p�xca tS�ry Sc�+nS. Co-r� 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. N+i;vz41 L�Ct1`�SeT5 -1 ��tN�k-. GOA Gtt eiLS A,i iij V P�Ltt��t 5 V l i-sSt�Pa�t C S. E Lw CTR lC /%L is 5 t6*A5 W4 GC IS k"LSCTiZtCtA-*-%J' t'--NXt>e2. 3 L t►.Dnll"'& ?OV-f-4.LT, Commercial Projects Only: Occupancy Type Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ g 2Db� 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)CONTRACTO or A THORIZED REPRESENTATIVE) of (OWNER) r(NTRACTOR) Signature (first and last name): DATE: Llh Q 7 Printed Name: AWMK DEPARTMENT USE ONLY ZONING COMMMENTS: .fin`-4-Ct 644t4—C- I A "C�S t�+� x "n <<'eS, OCCUPANCY CLASSIFICATION: _ S 2 J CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT CO ENTS: Reviewer: PUBLIC WORKS COMMENTS:® Reviewer: Building Division Valuation: SIN Uld POP!* IN r-- °sioloJ I-Jep 'p!!os 04 pal!w!! pue pa4unow joualui aq jsnw juaw4ea.l4 'smopuim asnoy jo �aeq uo A:)en!jd ap!noid o4 pasodoad juawlea l mopuim Atue joj V -01a -Cis `W ^ Saga °7 :S1N3WWo3 (pouiqwo3) •1; •bs 16'SZ :aeaa •11 •bs SL'LZ :aeaa (pauigwoa) («6-,E 0 g16u81 U13SBI 10 %GL :31N 11 •bs 16'SZ :4uoaj •j; •bs SL'LZ :Iuoaj '(11 is GL'LZ) Ieouil aad •11 is g, L 43S0d0ad VE1311a0 11/3400 :NUiid1H3S30 3000 • ,-o- uoildii3sea opoo s6uiumv Td ponjoi aq of AS 6w3sIx3 T21 1�(u1A aoop T nnopulM aeaa 39 Iuoa u-�S'N 39 N `EN S MON-ZN u61s pasodoad MONTN AS MON - IN " 1 38 h� J—L,fl a .. 03AOUddV UOISI I(j 8uIuueld a3p!V seaWA 10 /40 ayl Aq a3uej1dwo,) auauoZ joi pamaj&% vw ay you Ifoo 40 ow A s•ououwo rawo m 6Yl w •V7 % nww,,wd ov) law- ,o aio W 07 4MOYM Amb 0it bwesrnr W—ad •wouou v AW w0 !0 Jo apo.a 6utWf^0 aw 10 W&5140., M woolim &jo Jo jvAo ddo uo /o ' 4 1twiad o aq IOU goys fuogwndu+w suouv4oads s aid jo jono,ddo fo uumad a 10 awonss, RCU ale(] �?I (Sls 6-Z1tt, a3AObddV INaYVdOIINI(] AL[Nnw 4r-OLI /V\ . !o Al!:) ££008 00 `afipw In4m •PA113 WJaoMSPALIM c OZ£Z9# -'�'m ■ RENEE kll&fcvrl ■■N■ OMEN ■O■■ ■E■■ ANIMM■■ ■■■ ■E■ ONE MEN MEN MEN All Emil L-ZL, 111111 ON I S 2J�11 1S0 ,saoloo oyloads aced @lea 5.1 a uolsinaa 48 pajoaq^ aweN al!j IIZ8'69b'60S xej ££008 00'06P!8lea4M hldap Alaleanooe lou Aew slulad uo saolo)dnoss ggg-p0a6plNleayM-OZ£Z900 b58Z'Z95'008 lav 3anl V}� T 'PAIS 41AomsPAeM 96L£ OZ£Z97t dnoag UV agnj woa; paleoiageJ aq II!M Aayl se Apoexa amleu6!s p mp�u-I ;,Dipu'nig aamoisno uopsiwaad lno4}im ldaauo:) u6isap Aq wrIa inn? 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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. "WV**-WJ>5WCeTA Project Address: Permit #: General Contractor: 5 JI(q (,6 Ne COMSTUAAC-r7 Or--� Electrical Sub -Contractor Company Name:,_60"UT0r� "- CM1CPhone #: _J19 -(a!9'0-_74 Z. State License #: 5!!;6`�� Master #: Wheat Ridge License #: F 0 0 ( (required field) l Signature th uoriz d Agent a e Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone #: Master #• _(required field) Date Phone: (required field) 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: Job Address: 3-7 -)--1 A f9 5 t/ j o ! `� Permit Number: CU l q a/ U J rte' l f l -e 6 ••., ; � � r ,.—: ❑ No one available for inspection: Time A, 21 AM/PM Re -Inspection required: Y /r No When corrections have been made, call for re -inspection at 303-234- Date:- Inspector: 03-234- Date:Inspector: DO NOT REMOVE THIS NOTICE e 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: r -r Job Address: Permit Number: C) L-) `3 e-\ ,Z C ❑ No one available for inspection: Time 0 J?i!!�_ AM/PM Re -Inspection requiredYes o When corrections have been made, call for re -inspection at 303-234-5933 Date: �_ ,):_]> � C Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office # (303) 237-8929 Fax 10 U� \ C.k I INSPECTION NOTICE Inspection Type: Scot Job Address: Permit Number: 0 C CA CK) - IL U V CY\ Ir J No one available for inspection: Time AM/PM Re -Inspection required: esu ) No When corrections have been made, call for re -inspection at 303-234-5933 Date: z� N5—Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE j—(7 Building Inspection Division (303) 23415933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax .:. INSPECTION NOTICE 44 Inspection Type: ��_ , Job Address: 2, 77-7`4- Permit Number: f Sit ❑ No one available for inspection: " Re -Inspection required: Yes No, --� When corrections have been made, c� for re -ins ection at 303-234-5933 Date: '"` �' -kqInspector: DO NOT REW E 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 Job Address: 2. 0_>41>E t Permit Number: ❑ No one available for inspection: 'PM Re -Inspection required: Yes. When corrections have been made, calt`io� re -inspection at 303-234-5933 Dat Inspecto . DO NOT REM641E THIS NOTICE i 4 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ��i ^?Ox �� Permit Number: to C ❑ No one available for inspection: Time AM/PM Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—'- Inspector:>! DO NOT REMOVE THIS NOTICE City of Wheat Ridge 1 �70�' Commercial Fire Sprinkler PERMIT - 201900917 PERMIT NO: 201900917 ISSUED: 05/07/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 05/06/2020 JOB DESCRIPTION: Add, drop or relocate fire sprinklers as needed, 1,148 sq ft total *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS, SUB (970)663-3310 Bob Dehn 180292 Front Range Fire Protection *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,157.00 FEES Total Valuation 0.00 Use Tax 45.30 Permit Fee 93.35 ** TOTAL ** 138.65 *** 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. 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 el! I further attest that 1 am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. ;. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any o n applicable code y ordinanc qr 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 j —id 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 _ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 517111 Plan/Permit # dD l g O/ q j 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: 3727 Wadsworth Boulevard, Suite 124, Wheat Ridge, CO 80033 Property Owner (please print): QUaJ fro*.✓A I Pfp 12e r+ Property Owner Email: M f'2d i ►\q f5) Tenant (Commercial Projects Only) Cost Cutters Property Owner Mailing Address: (if different than property address) Address: 9 $ I , State, Zip: r k 6r Pho ✓' 0,60 . Co L,`^ 70'� - X106 Architect/Engineer: I Architect/Engineer E-mail: ID�y�1�iY��%/y biI'j?m.5 on Phone: L77-0) 53(0— 31$'0 Contractor: Front Range Fire Protection City of Wheat Ridge License #: 180292 Phone: 970-663-3310 Contractor E-mail Address: jschnell@frontrangefire.net For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Dawn Crouse Phone: -970-663-331 0 CONTACT EMAIL(p/ease print): dcrouse(aD-frontrangefire.net Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # X❑ COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Add, drop or relocate fire sprinklers per submittal drawings. Commercial Projects Only: Occupancy Type: B Construction Type: VB Sq. FULF 1,148 Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2,157.00 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. 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) Signature (first and last name): DATE: 04/30/2019 Printed Name: Joe Schweitzer ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: A061L FIRE PROTECTION COST CUTTERS WHEAT RIDGE TABLE OF CONTENTS MATERIAL SUBMITTALS 1. SPRINKLER HEADS VIKING • MICROFAST (QR, Pendent - VK302) 2. FLEX SPRINKLER DROPS ➢ VICTAULIC • VicFlex AH -2 3. PIPIT: ➢ BULL MOOSE • Eddy Thread 4. FITTINGS ANVILSTAR • Threaded fittings 5. HANGERS TOLCO • Fig 65 Beam Clamp • Fig 200 Band Hanger ESCUTCHEONS SEMI -RECESSED 246 Barberry Place ■ Loveland, Colorado 80537 ■ Phone 970-663-3310 ■ Fax 970-663-7331 December 4, 2013 Sprinkler 41 a MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT -. SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass -bulb spray sprinklers available in several different finishes and temperature ratings and K -Factors to meet design requirements. The special Polyester, Polytetrafluoroethylene (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In ad- dition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for PTFE and Polyester coatings as corrosion resist - a nt. ) 2. LISTINGS AND APPROVALS COUS cULus Listed: Category VNIV FM Approved: Classes 2001, 2002, 2015, and 2017 NYC Approved: Calendar Number 219 -76 -SA and MEA 89-92-E, Volume 16 :`rte PN 12979 PN 06666B ABS Certified: Certificate 04-HS407984C-PDA vds VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 �E CE Certified: Standard EN 12259-1, EC -certificates of conformity 0786 -CPD -40130, 0786 -CPD -40170 and 0786 -CPD - 40279, 0832 -CPD -2001, and 0832 -CPD -2003 MED Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41 d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41f for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)" Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: Refer to the Approval Charts Nominal K -Factor: Refer to the Approval Charts Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 12979 and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 12979, 06666B, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Phosphor Bronze UNS-C51000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For PTFE Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap -PTFE Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT coated. Form No. F_081296 Replaces page 41a -f, dated June 28, 2013. (Changed 06932B to VK3311.) Sprinkler 41 b December 4, 2013 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Order MicrofastO and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M -/W, Black Polyester = M -/B, Black PTFE = N, and ENT = JN Temperature Suffix: 135 °F (57 °C) =A, 155 °F (68 °C) = B, 175 *F (79 °C) = D, 200 °F (93 °C) = E, and 286 °F (141 °C) = G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for Recessed Pendent Sprinklers: Part No. 16036W/B* (available since 2011) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A%" ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808. Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance require- ments. 7. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Protect O Sprinkl Shielc lfr= 90896 Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W/B December 4, 2013 Sprinkler 41c MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' Ordinary 135 of (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion -Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C). Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. a The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. _E] L — j - Sprinkler Wrench r 16036W/B*)K for �� I installing recessed pendent sprinklers rxA 1/2' ratchet is required II I (not available from Viking). refully slide the Trench sideways ,And the protective cap, ensuring engage- ment with the sprinkler wrench flats. I II II L - - - " Sprinkler 41d December 4, 2013 C MICROFAST® AND 1 MicrofastHPO QUICK I KJ J RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs(a-_)vikingcorp.com Approval Chart I (UL) Temperature KEY Microfast' and MicrofastHP�Quick Response Pendent Sprinklers Finish Aix.- Escutcheon HI(if applicable) Maximum 175 PSI (12 bar) WP Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor Length (Refer also to Design Criteria on page 41e.) Part No.' NPT I BSP U.S. metric2 Inches mm cULus° NYC' VdS LPCB E Standard Orifice 12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A1X, B1Y, C4, E4Z A1X, B1Y - 18021 VK302 1/2" 15 mm 5.6 80.6 1 2-1/4" 58 A1X, B1Y AIIX, B1Y A2 A2X, B2Y C2X, E2Y11 C2X, E2V Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, B1Y, C4, E4Z A1X, B1Y A2 A2X C211 06765615 VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A% B1Y C4, E4Z A1X, B1Y A2 -- A212 -- Small Orifice' 0671869 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A% B1Y A1X, B1Y -- -- 0672069 VK331 1/2" 15 mm 4.2 57 2-1/4" 58 A1X, B1Y AIIX, B1Y -- -- 06932B VK3311 10 mm 4.2 57 2-3/8" 60 -- A2 - G313 Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S. metricT Inches mm cULus° NYC1- VdS LPCB CE 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, B1Y A1X Maximum 250 PSI (17 bar) WWP Small Orifice' 1229010 1 VK342 1 1/2" 1 15 mm 2.8 1 40.3 2-3/16" 56 A% B1Y A1X -- Approved Temperature Ratings °C), °F °C), °F Approved Escutcheons A- 135 °F ( 155 (68 175 (79 °C), 200 °F (93 °C), and 286 °F (141 °C) (1 Approved Finishes X - Standard surface -mounted escutcheon or B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79'C), and 200'F (93 °C) 1 - Brass, Chrome, White Polyester67, Black Polyesterr7, and Black PTFE6 the Viking Microfast® Model F-1 Adjustable Escutcheon C - 1C) °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141 ° 2- Brass, Chrome, White Polyester7, and Black Y Standard surface -mounted escutcheon or Polyester? the Viking Microfast® Model F-1 Adjustable D- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 3 - Brass and Chrome Escutcheon or recessed with the Viking °C) Micromati& Model E-1, E-2, or E-3 Recessed E- 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 4 - ENT6 Escutcheon F- 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) Z - Standard surface -mounted escutcheon or re - G - 155 °F (68 °C) cessed with the Viking Micromati& Model E-1 Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. A Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219 -76 -SA. 6 cULus Listed as corrosion resistant. 7 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. ' The sprinkler orifice is bushed. 10Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. " ((Certified, Standard EN 12259-1, EC -certificates of conformity 0832 -CPD -2001 and 0832 -CPD -2003. Z C( Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40279. " ((Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. 14 O MED Certified, Standard EN 12259-1, EC -certificates of conformity 0832 -MED -1003 and 0832 -MED -1008. 11 The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. December 4, 2013 Sprinkler 41 e MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESIGN CRITERIA - UL (Also refer to Approval Chart 1 on page 41 d) cULus Listing Reguirements: Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. 1/2' NPT 1-5/8' (58 mm) (41 mm) Pendent Sprinkler Ceiling Opening Size 2-5/16' (58.7 mm) minimum 2-1/8' 2-1/2' (63.5 mm) maximum (54 mm) Installed with a standard 1/8' surface - mounted escutcheon. 2' 1-1/2' (38.1 mm) (50,8 mm) Minimum Maximum 1 Installed with a Microfast Model F-1 Adjustable Escutcheon X Note At maximum, adapter is exposed 1/2' (12.7 mm) from face of ceiling. Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 2-1/8" (54 mm) Ceiling Opening Size: 2-1/8" 2-5/16' (58,7 mm) minimum (54 mm) 2-1/2' (63.5 mm) maximum 1-3/4' (44.5 mm) Maximum Installed with a Micromatic Model E-1 Recessed Escutcheon T 2„ 1-1/8' (28.6 mm) (50.8 mm) Minimum Maximum 1 1 Installed with a thread on Model E-2 Recessed Escutcheon Sprinkler 41f December 4, 2013 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 2 (FM) Temperature KEY Microfase Quick Response Pendent Sprinklers Finish Al X,-- Escutcheon (if applicable) Maximum 175 PSI (12 bar) UVWP Sprinkler Thread Size Nominal K -Factor Overall Length FM Approvals' Base Part No.' SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches mm Standard Orifice 12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A2X, B2Y, C3, D3Z 18021 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A2X, B2Y Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A2X, B2Y, C3, D3Z 067656' VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A2X, 132Y C3, D3Z Small Orifice" 0671866 VK329 1 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X Approved Temperature Ratings Approved Escutcheons A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C) X - Standard surface -mounted escutcheon or the Viking 200 °F (93 °C), and 286 °F (141 °C) Approved Finishes Microfast® Model F-1 Adjustable Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 1 - Brass and Chrome Y - Standard surface -mounted escutcheon or the and 200 °F (93 °C) 2 - Brass, Chrome, White Polyesters, and Viking Microfast® Model F-1 Adjustable Escutcheon C- 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), Black Polyesters or recessed with the Viking Micromatic® Model E-1, and 286 °F (141 °C) 3 - ENT' E-2, or E-3 Recessed Escutcheon D - 155 °F (68 °C), 175 °F (79 °C), and 200 °F Z - Standard surface -mounted escutcheon or recessed (93 °C) with the Viking Micromatic® Model E-1 Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. ' This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. ° FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). s Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. ' The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. 6 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Aooroval Reauirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131a -e for Intermediate Level In -Rack Sprinklers. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for gen- eral care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_081296 Replaces page 41 a -f, dated June 28, 2013. (Changed 069328 to VK3311.) VicFlexTM Sprinkler Fittings Series AH1, AH2 and AH4 Braided Flexible Hose Assemblies a Approvals/Listings: <R> C UL US VdS LISTED See Victaulic Publication 10.01 for more details. Product Description: VicFlex sprinkler fittings provide sprinkler installation on suspended ceiling grids, wood or metal stud/joist or hat furring channel hard -lid ceilings utilizing a flexible, stainless steel hose and steel bracket assembly. Refer to the Installation Manual for all applicable ASTM ceiling material and installation standards. System Components • Hoses: Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Assembly lengths: 31, 36, 48, 60, 72"/90, 914, 1220, 1525, 1830mm. Note: length includes branch -line nipple and 5.757140mm straight reducer. • Sprinkler Reducers: 1/2" and 3/4"/15 and 20 mm sprinkler connections and 5.757140mm, 97230mm, 137330mm straight lengths and short, long 90° elbows. Note: The short 900 elbow is typically used with concealed sprinklers while the long 900 elbow is typically used in the installation of recessed pendent sprinklers. • Branch Connections: 1"/25mm NPT or BSPT branch line nipples for attaching to rigid pipe. 3/4"/20mm NPT or BSPT available for VdS. ✓ctaulic° 10.85 • Brackets: Style ABI for suspended and hard -lid ceilings, allows installation before ceiling tiles in place Style A132 for hard -lid ceilings, allows for vertical sprinkler adjustment Style AB4 for hard -lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB7 for suspended ceilings and hard -lid ceilings Style AB7 Adjustable for suspended and hard -lid ceilings Style AB8 for hard -lid ceilings (regionally available) Style A139 for hard -lid ceilings with hat furring channel grid systems Style AB10 for Armstrong' TechZone'" ceilings Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 AV victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Technical Specifications: Material Specifications: Maximum Working Temperature: 225°F/107°C Maximum Working Pressure: • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed -Series AH2 only) • 1600 kPa/232 psi (VdS Approved) Connections: To branch line (inlet) via 1"/25.4 mm NPT or BSPT male thread OR To branch line (inlet) via 3/4"/20 mm BSPT male thread (VdS only) To sprinkler head (outlet) via 1/z" or 3/4"/15 mm or 20 mm NPT or BSPT female thread Minimum Bend Radius: • 77178 mm (FM Approval) • 2751 mm (cULus Listed - Series AH2 only) • 3776.2 mm (cULus Listed - Series AH1 only) • 3776.2 mm (VdS Approved) Maximum Allowable Sprinkler K -Factors: • FM (1/2715mm reducer) K5.6/8,1 (S.I.) (3/4720mm reducer) K14.0/20,2 (S.I.) • cULus (1/2715mm reducer) K8.0/11,5 (S.I.) (3/4"/20mm reducer) K14.0/20,2 (S.I.) • VdS (1/2715mm reducer) K5.6/8,1 (S.I.) (3/4720mm reducer) K8.0/11,5 (S.I.) • Series AH1 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (1/z or 3/4"): Carbon Steel, Zinc -Plated • Series AH2 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (1/z or 3/a"): Carbon Steel, Zinc -Plated • Series AH4 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: EPDM per ASTM D2000 Isolation Ring: N/A Nut and Nipple: Carbon Steel, Zinc -Plated Reducers (1/z or 3/4"): Carbon Steel, Zinc -Plated • Brackets: Carbon Steel, Zinc -Plated in 0a C�o'�o D— i i i I. A, +.A n9/Onln n onn V+.l r,,-.,,, All .i.,l,+� victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 II FRICTION LOSS DATA: LITED -Series AH2 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Length of I Equivalent Le Stainless Steel of 1'733.7m Flexible Hose Outlet Size Sch. 40 Pipe (C inches inches/type feet/mete 31 '/z"/ Straight 16/4.9 3/a"/Straight 17/5.2 36 1/2"/Straight 21/6.4 3/a"/Straight 23/7.0 48 -- 1/ "/Straight_ __ -- 32/9.8 3/a°/Straight _ 37/11.3 60 '/z"/Straight 46/14.0 3/a"/Straight 46/14.0 72 1/2"/Straight _ 55/16.8 3/a"/Straight 53/16.2 Series AH2 Hose Maximum Number of Bends at 2'751mm Bend Radius 4 4 5 5 8 8 10 10 12 12 Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751mm center line bend radius Length Stainless I Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size 0 Bends, Bends Bends Bends Bends Bends Bends Bends Bends I Bends Bends Bends Bends inches inches feet/meters 1 13.0/4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31 i - -_ _._ h 5.0/1.5 8.5/2.6 ' 11.0/3.4 3/a' 6.5/2 0 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A N.A N.A N.A N.A N.A 36 1/z 10.5/3 2 13.5/4.1 16.0/4.9 18.0/5.5 19.0/5.8 21.0/6.4 N.A { N.A N.A N.A N.A N.A N.A 3/a" 12.0/3.7 ! 14.0/4.3 17.0/5.2 19.5/5.9 ! 20.0/6.1 23.0/7.0 N.A N.A N.A N.A N.A N.A N.A '/a^ 13.0/4.0 17.0/5.2 19.0/5 8 21.5/6.6 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 32.0/9.8 N.A N.A N.A N.A 48 /z 11.5/3.5 15.5/4.7 f 17.0/5 2 19.5/5.9 3 245/7.5 26.0/7.9,]27.0/8.2 30.0/9.1 X37.0/11.3 N.A INA N.A N.A . _' i —�_ 1 24.0/7.3 27.0/8.2 28.5/8.7 ! 30.0/9.1 31.0/9.4 ;37.0/11.3!42.0/12.8,44.0/13.4,46.0/14.0' N.A N.A 60 /z 15.5/4.7 21.5/6.6 _ 3/a' 16.0/4.9 23.0/7.0 24.0/7.3 28.0/8.5 j 29.5/9.0. 30.5/9.3 ] 31.0/9.4 38.0/11.6!42.0/12.8 44.0/13.4146.0/14.0' N.A N.A -L8-5/87J30.0/91!32.0/9.836.5/11.1;37.5/11.4405/1251410/12.8;42.0/12.846.0/14.0¢49.0/149;52.0/15.8'54.0/16.5]55.0/16.8' 72 -- �.. 3/a" 24.0/7.32.0/9.8;32.5/9.9135.0/10.7'35.5/10.8400/12.3;40.5/12.3141.0/12.5'46.0/14.0150.0/15.2151.0/15.5'52.0/15.8!53.0/16.2] Note: Values for use with 5.75" straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. - - i victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 c@us FRICTION LOSS DATA: usTEu -Series AH1 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Length of Stainless Ste Flexible Hos inches 31 36 48 60 72 Series AH1 Braided Hose Equivalent Length Design Guide Length of Stainless Steel Flexible Outlet 1 2 3 4 5 Hose Size 0 Bends Bends Bends Bends Bends Bends inches inches feet/meters 31 1/2" 22 32 42 52 N.A N.A 3/4" 22 33 44 55 _ N.A N.A 36 1/2" 23 33 43 53 63 N.A 3/4" 26 36___46 56 66 _ N.A '//z 4 - 36 46 57 68 78 _ N.A 48 — — -- 3 " 40 51 60 71 80 N.A 60 1/2 46 _ 56 67 77 88 N.A 3/4'. 4758 69 80 90 N.A 1/2'59 69 79 91 102 112 7 3/4 62 7384 95 106 118 Note: Values for use with 5.75' straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. to on �QQo oa„ i i 1A rn omn v' + r r,..,,.. All a -k+, .opo. 4 Series AH1 Hose Maximum Equivalent Length Number of of 1"/33.7mm 90° Bends at 3'776.2mm Outlet Size Sch. 40 Pipe (C=120) Bend Radius inches/type feet/meters 1/2"/Straight 52/15.8 3 3/4"/Straight 55/16.8 ', 3 1/2"/Straight 63/19.2 4 3/4"/Straight 66/20.1 4 1/2"/Straight 78/23.8 4 3/4"/Straight 80/24.4 4 1/2"/Straight 88/26.8 4 3/4"/Straight 90/27.4 4 1/2"/Straight 112/34.1 5 3/4"/Straight 118/36.0 5 Series AH1 Braided Hose Equivalent Length Design Guide Length of Stainless Steel Flexible Outlet 1 2 3 4 5 Hose Size 0 Bends Bends Bends Bends Bends Bends inches inches feet/meters 31 1/2" 22 32 42 52 N.A N.A 3/4" 22 33 44 55 _ N.A N.A 36 1/2" 23 33 43 53 63 N.A 3/4" 26 36___46 56 66 _ N.A '//z 4 - 36 46 57 68 78 _ N.A 48 — — -- 3 " 40 51 60 71 80 N.A 60 1/2 46 _ 56 67 77 88 N.A 3/4'. 4758 69 80 90 N.A 1/2'59 69 79 91 102 112 7 3/4 62 7384 95 106 118 Note: Values for use with 5.75' straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. to on �QQo oa„ i i 1A rn omn v' + r r,..,,.. All a -k+, .opo. 4 victaulic.com I VicFlex Sprinkler Fittings I AHI I AH2 I AH4 I Publication 10.85 FM FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Various brackets specific to hose 4 4 4 72 14.0/20.2 - L 3/a /90° Elbow 132.8/40.4 38.6/11.7 38.6/11.7 —1 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. J Series AH1 Hose Series AH2 Hose Series AH4 Hose For use with Style AB1, AB2, For use with Style AB1, A132,AB4, inches AB7, AB7 Adj., AB8, AB9 AB4, AB7, AB7 Adj., AB8, AB9 For use with Style AB1, A137, AB8, feet/meters 23.5/7.1 - and AB10 VicFlex Brackets and AB10 VicFlex Brackets and AB9 VicFlex Brackets Length of Maximum i Maximum Maximum Stainless 5.6/8.1 Equivalent Number of Equivalent Number Equivalent Number Steel 2 Length of 90° Bends at Length of of 90° Bends at Length of of 90° Bends at Flexible Sprinkler Outlet 1'733.7mm 7'/178mm Bend' 1'733.7mm 71178mm 1'733.7mm 77178mm Hose* K -Factor Size Sch. 40 Pipe Radius Sch. 40 Pipe Bend Radius Sch. 40 Pipe ; Bend Radius 4 4 4 72 14.0/20.2 - L 3/a /90° Elbow 132.8/40.4 38.6/11.7 38.6/11.7 —1 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. J inches Imperial/S.1, inches/type_ feet/meters '/z"/Strai ht 53.8/16.4 feet/meters 23.5/7.1 - - feet/meters 20.6/6.3 31 5.6/8.1 2 2 2 1/z'/90° Elbow 53.8/16.4 '/z"/Straight 63.7/19.4 23/7.0 27.8/8.5 21.7/6.6 29.7/9.0 36 5.6/8.1 2 _ 2 2 1/z'/90° Elbow 63.1/19.2 '/2"/Strai ht 87.9/26.8 27.7/8.4 38.2/11.6 29.8/9.0 27.5/8.3 48 5.6/8.1 /z"/90° Elbow 85.8/26.1 1/2"/Straight ht 112.2/34.1 3 _ 37.4/11.4 42.4/12.9 3 29.2/8.9 35.7/10.9 3 60 5.6/8.1 1/2"/90' Elbow 108.4/33.0 4 _ 43/13.1 4 4 _ 37.2/11.3 46.6/14.2 Yz"/Straight 136.5/41.6 45.9/14.0 72 5.6/8.1 i 1/2 /90° Elbow 131.1/39.9 4 - 48.5/14.7 47.5/14.5 2 20.7/6.3 _ 2 31 1-1 ht 44.4/13.5_ 8.0/11.5 2 13.3/4.0 3/4"/90° Elbow 47.6/14.5 3/a /Strai ht 55.6/16.9 20.5/6.2 25.0/7.6 14.6/4.4 21.7/6.6 36 8.0/11.5 2 2 - 2 3/4'/90° Elbow 57.5/17.5 24.6/7.5 22.4/6.8 21.2/6.4 3/a /Straight 82.8/25.2 35.5/10.8 48 8.0/11.5 _ 3 _ 3 3 3/4'/90' Elbow 81.7/249 3/4"/Straight 110.1/33.5 34.7/10.6 39.6/12.1 22.2/6.7 27.9/8.5 60 8.0/11.5 4 _ 4 4 3�4"�90' Elbow 105.9/32.2 3/4 /Straight 137.3 40.1 /12.2 43.5/13.2 28 9/8 8 72 8.0/11.5 4 4 _38.8/11.8_ 4_ 3/4"/90` Elbow 130.2/39.7 3/4"/Straight 45.5/13.8 45.2/13.7 17.8/5.416.4/5.0 39.4/12.0 31 11.2/16.1 2 2 2 3/4"/90° Elbow 47.1/14.3 3/4"/Straight 66.3/20.2 18/5.5 22.2/6.7 19.9/6.1 21.7/6.6 36 11.2/16.1 2 _ 2 2 3/4"/90° Elbow 57.5/17.5 3/4"/Straight 82.7/25.2 22.1/6.7 32.9/10.0 24.2/7.4 28.5/8.7 48 11.2/16.1 3/4"/90° Elbow 82.8/25.2 3/4"/Straight 109.1 /33.2 3 _ 32.1/9.8 36.8/11.2 3 - 29.9/9.1 _ 34.7/10.5_ 3 — 60 _ _ 11.2/16.1 3/4"/90` Elbow 108.1/32.9 4 _ 37.1/11.3 4 30.3/9.2 4 38.6/11.6 3/4"/Straight 135.5/41.3 40.5/12.3 72 11.2/16.1 4 4 4 3/4"/90° Elbow 133.4/40.6 41.9/12.7 38.6/11.7 16.3/5.0__ 3/4"/Straight 44.3/13.5 14.9/4.5 31 14.0/20.2 2 _ 2 2 3/4"/90° Elbow 46.4/14.1 15.5/4.72 19.9/6.1 3/4"/Straight 55.5/16.9 19.4/5.9 21.8/6.7 36 14.0/20.2 2 2 2 24.2/7.4 3 3/4"/90* Elbow 56.7/17.3 19.6/5.9 3/4"/Straight 83.0/25.3 30.3/9.2 28.3/8.6 48 _ 14.0/20.2 3/4"/90° Elbow 82.1/25.0 3 29.5/8.9 - 3 _ 29.9/9.1 3 3/4"/Straight 110.4/33.6 j 33.9/10.3 34.9/10.6 60 14.0 20.2 4 4 4 3/4"/90° Elbow 107.5/32.7 1 34.1/10.4 30.3/9.2 3/4"/Straight 137 9/42 0 37 5/11 4 41 5/12 6 4 4 4 72 14.0/20.2 - L 3/a /90° Elbow 132.8/40.4 38.6/11.7 38.6/11.7 —1 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. J victaulic.com I VicFlex Sprinkler Fittings I AHI I AH2 I AH4 I Publication 10.85 VdS FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9, and AB10 Brackets Length of Stainless Outlet Steel Flexible Hose Size Equivalent Length of mm/inches mm/inches type steel pipe according to 15mm / 1/2" / Straight 790/31 20 mm / 3/4" / Straight EN 10255 DN 20 15mm / 1/2" / Straight 915/36 20 mm / 3/4" / Straight (26,9 x 2,65) and 15mm / 1/2" / Straight 1220/48 20 mm / 3/4" / Straight relating to a flow 15mm / 1/2" / Straight 1525/60 20 mm / 3/4" / Straight velocity of 5 m/s 15mm / 1/2" / Straight 1830/72 20 mm / 3/4" / Straight VdS Ceiling Manufacturers List ABl, A132, A137, A1310 A133 1. AMF No specific approval 2. Armstrong 3 3. Chicago Metallic 6.4/21.0 4. Dipling 3 5. Durlum 8.5/27.9 6. Geipel 3 7. Gema -Armstrong 10.7/35.1 8. Hilti 4 9. Knauf 12.8/42.0 10. Lafarge 4 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn Series AH1 Hose Series AH2 Hose Series AH4 Hose Equivalent Length of Equivalent Length of Equivalent Length of steel pipe according to steel pipe according to steel pipe according to EN 10255 DN 20 EN 10255 DN 25 EN 10255 DN 25 Maximum Number (26,9 x 2,65) and (33,7 x 3,25) and (33,7 x 3,25) and of 90° Bends at relating to a flow relating to a flow relating to a flow 3'776.2mm Bend velocity of 5 m/s velocity of 5 m/s velocity of 5 m/s Radius meters/feet meters/feet meters/feet 4.0/12.9 5.5/18.0 5.5/18.0 3 4.6/15.0 6.4/21.0 6.4/21.0 3 6.1/20.0 8.5/27.9 8.5/27.9 3 7.6/25.0 10.7/35.1 10.7/35.1 4 9.2/30.0 12.8/42.0 12.8/42.0 4 A64/9 A68 No specific approval 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips tont r�QQ000„ii i _A. +o,+nQ1')01n nomnv + n r...,,.. An.rti+�.o victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Product Details - Series AM Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Item Description _ 1 Flexible Hose _ 2 Isolation Ring (series AHi 3 Gasket — 4 Nut 5 Branch Line Nipple 6 Braid 7 Collar/Weld Fitting 8 Sleeve (AH2 Only) Hose Length Dimensions Hose Length A B 31 25.25 31 36 31.25 36 ---_—__ 48 _ _ 42.25 _-- 48 60 54.25 60 --- 72 --- — 66.25 — 72 Standard AMIFfl 5.757140 mm straight reducer Optional 9.07229 mm straight reducer 13.0"/330 mm straight reducer 2.627 66.5 mm T1 I. I 4.837 122.7 mm 2.627 66.5 mm 6.307 L60.0 mm Short 90° elbow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. � 'uuunuuuunumuum �.• !I ' -I� �1'I;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'" ! innnnumnunvuwmm Hose Length Dimensions Hose Length A B 31 25.25 31 36 31.25 36 ---_—__ 48 _ _ 42.25 _-- 48 60 54.25 60 --- 72 --- — 66.25 — 72 Standard AMIFfl 5.757140 mm straight reducer Optional 9.07229 mm straight reducer 13.0"/330 mm straight reducer 2.627 66.5 mm T1 I. I 4.837 122.7 mm 2.627 66.5 mm 6.307 L60.0 mm Short 90° elbow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. victaulic.com I VicFlex Sprinkler Fittings I AM I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB1 • Suspended Ceilings • Hard -Lid Ceilings (FM Only) Item Description 1 24'7610mm or 48'71219mm Square Bar* 2 Patented 1 -Bee" Center Bracket 3 End Bracket 'Both sizes FM/VdS approved, cULus listed Style AB2 • Hard -Lid Ceilings Item Description 1 24'761 Omm or 48'71219mm Square Bar* 2 Patent -Pending adjustable Center bracket 3 End Bracket *Both sizes FM/VdS approved. Note: She or 4mm hex key required for adjustment Style AB4 • Hard -Lid Ceilings with Hat furring channel grid system Item Description 1 24'761 Ornm or 48'71219mm Square Bar* 2 Patent -Pending adjustable Center bracket 3 End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Note: 'h2 or 4mm hex key required for adjustment to ocz Fvio oo„ i i i I. A +o 4 nanm n n omn v, r r r.,.,,., All n,k+c --—A victaulic.com I VicFlex Sprinkler Fittings I AHl I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB7 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24'761 Omm or 48'71219mm Square Bar* 2 Patented 1 -Bee t® Center Bracket 3 End Bracket *Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* _ 2 Patented 1 -Bee 21 Center Bracket _ 3 End Bracket (adjustable) *Both sizes FM and VDS approved. Style AB8 • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1 -Bee t® Center Bracket 3 End Bracket (adjustable) *Both sizes FM/VdS approved. Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Item Description 1 24'7610mm or 48'71219mm Square Bar* 2 Patented 1 -Been' Center Bracket 3 y End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong' TechZone" Item Description 1 6"/152mm Square Bar* 2 Patented 1 -Beet® Center Bracket 3 End Bracket *FM/VdS approved, cULus listed. victaulic.com I VicFlex Sprinkler Fittings I AHI I AH2 I AH4 I Publication 10.85 Braided Hose Assembly Suspended Ceiling Grid with Recessed Sprinkler - Clearances above ceiling tile at various center -line bend radii Dimension _ Minimum Bend Radius "R" Minimum "A" 2/50 10.75/273 11 1 Hose Clearance Chart Inches/mm 3/80 I 4/100 5/125 6/150 .75/298.51 12.75/324 13.75/349 14.75/375 Suspended Ceiling Grid with 9000bow (Long) Hose Clearance Chart Inches/ Dimension mm A Min. _ 8 200 I Note: Style A131 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 7/175 A See Chart ,.7'743 mm lyp-i ceiling grid in QG rQvo Do„ I I I nQ/omn rn')MA %1;'+—Jlr r...,,..—' All .,,.titer "'—"A See nate See on Center V2707'A"/19 MM MAX. RECESS V2707 3/4"/19mm Max. Recess assembly %716 mm FTypical eillnp the 24'/610 mm or 48'/1219 mm on Center V2707 3/4"/19mm Max. Recess II 4.4•/ N IAI 13 mm I victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Series AQB Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Hose Clearance Chart Dimension Inches/mm j r Minimum Bend Radius "R" 2/50 3/80 4/100 5/125 6/150 7/175 seecnatt I Minimum "A" 10.3/262 11.3/287 12.3/313 13.3/338 14.3/363.5 15.3/389 \ Suspended Ceiling Grid with 90°Elbow (Short) Hose Clearance Chart Inches/ Dimension mm 8 A Min. 200 Note: Style AB9 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. q ,Noir A See Chart V2708'h"/12.7mm Max. Recess Note V3802'h"/12.7mm Max. Recess Ar Mi victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Flexible Hose In -Plane Bend Characteristics ONE BEND I I I I \ I Minimum I I I bend radius I I 900 I I TWO BENDS fi OR Minimum bend radius Minimum 7� bend radius 2x iMinimum Minimum bend radius ( bend radius OR Minimum bend radiusMinimum bend radius Note: For ouvo plane (three-dimensional) bends care must be taken to avoid imparting torsional stress on the hose Model Number Correlation Minimum I bend radius VicFlex'" AquaFlex® Designation -- - - A WARNING Designation Series AH4 Outlet Series AQB Series AFB 0It is the responsibility of the system designer Hose size Hose Hose Assembly inches Assembly Assembly to verify suitability of Type 304/304L stainless '/z AQB31 HLD AFB31 HLD steel flexible hose for use with the intended AH4-31 3/4 AQB31TLD _ AFB31TLD fluid media within the piping system and AH4-36 1/2 AQB36HLD AFB36HLD external environments. 3/4 AQB36TLD AFB36TLD _ 1/2 AQB48HLD AFB48HLD _ • The effect of chemical composition, pH level, AH4-48 3/4 AQB48TLD AFB48TLD operating temperature, chloride level, oxygen AH4 60 1/2 AQB60HLD AFB60HLD level, and flow rate on Type 304/304L stainless 3/4 AQB60TLD AFB60TLD steel flexible hose must be evaluated by the 1/2 AQB72HLD AFB72HLD AH4-72 - --- 3/4 AQB72TLD _ AFB72TLD material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in PDF format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic and VicFlex are registered trademarks of Victaulic Company. in or FQQO Do„ i i 1 1,,+,+o,+ nQr,?m n rn ornn v—+—r n,,.,,.,—, All .Lddc Bull Moose Tube Company's "Eddy Pipe" brand sprinkler pipe is produced to meet sprinkler pipe standards & applications. Here are just a few advantages of Eddy Pipe: All pipe products are UL Listed (for U.S. and Canada), and have been Approved by Factory Mutual. Excellent Production & coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are dual certified to ASTM A-135 and A-795. • Available in specific cut to order lengths from regular mill rollings. • More popular sizes roll every two weeks. • Floor stock available in various lengths. • Available with coating or bare. • Ultra Eddy, Eddy Flow, Eddylite, and Eddythread 40 offer cost savings along with superior hydraulics without compromising service life. ♦ Schedule 10 and Schedule 40: FM Approved Sprinkler Pipe ♦ Eddy Flow: Cost effective replacement for Schedule 10 ♦ Eddylite: Lightwall threadable with standard outside diameter ♦ Eddythread 40: Lightwall threadable Schedule 40 replacement with Corrosion Resistance Ratio of 1.0 ♦ Ultra Eddy: Lightwall roll groovable pipe 1819 Clarkson Road For additional information, C@ DUS �� (� Chesterfield, MO 63017 contact your salesperson today at 6 J BULL MOOSE TUBE CONgIANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 V FAX: (636) 537-2645 in the USA, or from Canada Nvww.bullmoosetube.coin call (800) 882-4666 FM A A company e-mail:sales(a�bulhnoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 "BMT - Eddy Pipe" Sizes Available - Metric Conversions "All Weights are Nominal N/A: Not Applicable PIPE PREPARATION =or proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should )e free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed xior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's nstructions for the specific fitting used. 8/08 NPS (in) 1 11/4 1 1/2 2 21/2 3 4 O.D. (mm) 33.40 42.16 48.26 60.33 I.D. (mm) 30.51 39.27 45.36 57.43 Ultra Eddy Empty Weight (kg/m) 1.29 1.65 1.90 2.39 Water -Filled Weight (kg/m) 2.02 2.86 3.52 4.98 C.R.R. 2.17 1.40 1.11 1.00 O.D. (mm) 42.16 48.26 60.33 73.03 88.90 114.30 I.D. (mm) 38.86 43.89 55.96 68.71 84.68 109.47 Eddy Flow Empty Weight (kg/m) 1.82 2.75 3.47 4.19 5.01 7.40 Water -Filled Weight (kg/m) 3.01 4.26 5.93 7.90 10.58 16.73 C.R.R. 1.98 3.44 2.78 1.66 1.00 1.00 O.D. (mm) 33.40 42.16 48.26 60.33 73.03 88.90 114.30 I.D. (mm) 27.86 36.63 42.72 54.79 66.93 82.80 108.20 Schedule 10 Empty Weight (kg/m) 2.10 2.70 3.11 3.93 5.26 6.47 8.37 Water -Filled Weight (kg/m) 2.71 3.75 4.55 6.29 8.78 11.86 17.58 C.R.R. 15.27 9.91 7.76 6.27 4.92 3.54 2.50 O.D. (mm) 33.40 42.16 48.26 60.33 I.D. (mm) 28.88 37.64 43.48 55.30 Eddylite Empty Weight (kg/m) 1.88 2.41 2.93 3.90 Water -Filled Weight (kg/m) 2.53 3.52 4.42 6.26 C.R.R. 0.13 0.08 0.12 0.16 O.D. (mm) 32.89 41.91 48.26 60.33 I.D. (mm) 27.51 36.02 41.78 53.92 Eddythread 40 Empty Weight (kg/m) 2.18 3.08 3.80 4.93 Water -Filled Weight (kg/m) 2.75 4.10 5.17 7.16 C.R.R. 1.00 1.00 1.00 1.00 O.D. (mm) 33.40 42.16 48.26 60.33 73.03 88.90 114.30 I.D. (mm) 26.64 35.05 40.89 52.50 62.69 77.93 102.26 Schedule 40 Empty Weight (kg/m) 2.50 3.38 4.05 5.45 8.64 11.29 16.09 Water -Filled Weight (kg/m) 3.06 4.35 5.37 7.62 11.73 16.08 24.31 C.R.R. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "All Weights are Nominal N/A: Not Applicable PIPE PREPARATION =or proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should )e free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed xior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's nstructions for the specific fitting used. 8/08 A—WtL.Star- Fire Products Division of Anvn'Intnm mons SPt=/ANV9•: Ductile Iran Submittal Sheet Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. u` 0 SW ELBOW Ductile iron per ASTM A536 Class 65-45-12. Nominal Anvil hem Universal Dimensions - Max. In.lmm) Working Approx. Sae Number Number Pressure Wt. Each Date: Phone: A e in. tMMI Address: PSI (kpaj in. mm in. (MIR) Lbs. ) 1 840000004 D090033 500 1.50 1.50 0.62 1U 74.1.1 35.13 33.10 028 11/4 840000012 DB90044 500 1.75 1.75 0.90 3i 3450d:t5 d,.4; 0•Ii 116 840000020 0890055 500 1.94 1.94 1.20 3450 4-[T6 49276 0.,4 2 840000038 D890066 SOD 2.25 2.25 1.85 50 3450 511; 17,15 084 Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. u` 0 Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1. F"' Ductile iron per ASTM A536 Class 65-45-12. APPRovEo For Usting / Approval NOTICE. Ductile iron finings have higher tensile strength than that of steel pipe. Therefore, over tightening con cause damage to pipe threads which may cause leakage. Duffle details contact your iron finings should Ise lightened three turns beyond hand tight, but no more than four turns. AnvilStarTm Representative, PROJECT 1' i 1 APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 0303.060010 to gtr go www.anvilstar.com or contact your local Anvilstar representative ZId1 AWKOALBtar- Fire Products DrAslon Df Anve' Intemauonal � Ductile Iron Submittal Sheet Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. STRAIGHT FM Ductile ironer ASTM A536 Class 65-45-12. p APPROVED For Listing / Approval Nominal Anvil llem Universal Max. Working Dimensions Approx. Size Number Number Pressure Architect / Engineer: Wt. Each A 8 Address: Notes 1: Notes 2: In. (mm) SPF Cast & Ductile iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, h' ca,ZUy/SIWj<L PSI 10a) In. (mm) In. (mm) lbs. (kg) 1 840003164 DT333 S00 1.50 1.50 D.85 r 3450 3s. is Shp 10 0.39 lb4 840DO3172 DT444 500 1.75 1.75 1.22 32 /4:! 44 43' 44' 4,,L 5.5 IT/i- 840DO3180 DT555 500 1.94 1.94 1.S5 io 34130 119.21 49.21 016 2 840003198 DT666 5D0 2.25 2.25 2.45 SC 1 1 3,150 1 31 15 ci 15 Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1.20.1. FM Ductile ironer ASTM A536 Class 65-45-12. p APPROVED For Listing / Approval r1 IKE- Ductile iron filfin have higher tensile strength than that of sled e. Therefore, over tightening can cause dams e b e thread, which cause leakage. Ductile 8s 9 9 Pit 9 9 g PrP '"O1 g details contact your Anvil5tar"' Representative. iron fittings should be tightened three rums beyond hood fight, but no more than four toms. PROJECT INFORMATION:APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, h' ca,ZUy/SIWj<L REV 03.03.06-0013 go to www.anvilster.com or contact your local AnvilStar representative A► -Starry Fire Products oldsion of Andl' Intematlonal SPt=/ANVIL' Ductile Iron Submittal Sheet , A -B Ductile iron threaded fittings are UL & ULC listed & Dimensions conform to ASME B16.3 Class 150. REDUCHUG TEE FM Ductile iron per ASTM A536 Class 65,45-12. REDUCIPJG TEE, For Listing / Approval Nominal Anvil he Universal Max. Dimensions Working Approx. Nominal Anvil itam Universal Max. Dimensions Working Approz. Size Number Number Pressure W►. Each Size Number Number Pressure I. Each Notes 1: A 8 � SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, Fi= A I 8 C �;t �- In. (mm) a In. (mml In. (mm) In. (mm) Ibs.(kg) In. (mm) PSI In. (mm) In. (Mm) In. (mm) lbs 1 x h x 1 4 04196 DT313 500 1.50 1.36 730 0.64 1 h x 1 /4 z 1 840004428 OT543 500 1.65 1.58 1.80 1.25 r, ;< 145rt ; Ir 3; `4 19 , 79 1 4n, 32x25 c 4L91 4n % 44.75 0.57 1 z /4 x 1 840004204 OT323 500 1.50 1.45 1.50 0.73 1112 x 11/4 x 2 840 4436 D7 46 500 2.16 .1 1.9 25x 29 r 2J l z l x h 84 00421 3450 DT3 1 5 0 38, t'' 18' 'b 10 1.26 1. 6 1.36 0.33 0. 1 4;i 'f 1 0 l h z l h x h 840004444 V551 "4SU S00 id 6n 1.41 .02 5?. �4 IU ,.117 1.41 1.16 08Y' 1.15 7-' 15 2,'0 Y. '100 3A-14 03% dWr•Jd i d 51,' -152' 158 94b ��'7 1 x 1 x ,4 8400042 DT332 500 1.37 1.37 1.45 .76 1 h x 1 h x /4 840004451 DTSS -'5w- 5 1.52 1.52 1.75 1.24 ' ••'j 2;l .'450 34,81 .='1; :613 t%39 J r40 10 34 0 +u'di 3811 444' 2iL I x 1 x 1 !4 840004238 D7334 500 1.67 1.67 1.58 0.98 1h x 1 h x 1 840004469 DT553 500 1.65 1.65 1.80 1.30 21 ;, 75 e3? 245 '4.41 •`i.CI '' ;J D.-'; 4 -1C)+'. -x ;t'i'u '1 %! 'i ! z 1154 1 x 1 z IT/2- 840004246 OT335 500 1.80 1.80 1.65 .16 1 Th 1 h x 11/4 840004477 DT554 500 1.82 1.82 1.88 1.48_ 7Sxi ..4f 3450 , 1 45.7.�S.i 42 i) �aS0 �r. 1."i 46'1 4775 i 1 /4 x 1 x h 840004253 DT 31 500 134 1.2 1.5 .62 1 / x 1 h x 2 8400044 F5 DT556 5DO 2.16 2.16 2.02 1.4 1�1 •�i, .i!` .101 no "i` Y4"A 1 /4 x ] x /4 840004261 DT432 500 1.45 1.37 1.62 0.90 2 x 1 z 2 40004493 DT 6 50 2.25 2.02 2.25 2.15 i2, `,x773 M0 368 . 8 sI +; 041 so: s. 5; 4.:0 7 ); iI?I i- 6 1 A x I z 1 840004274 DT43 5 0 1.58 1.50 1.6I 1.0 2 z 1 /t x 2 840004501 DT64b 500 2.10 2.30 ri, 5 7�']'I 3410 4G!3 3ii -"•i� 01; =fj ?1x 5f '45(t S IS ',71 52 ! 5?7s 5 'i 104 10" lit x 1 x I A 840004287 U1434 500 1.75 1.67 1.75 1. 2 x I x h 840004519 DT651 5 1.49 1.41 1.88 1.50 143/1 44d5 474' 44413 J9 S 4 xli s"6`C 37.51 7tiG 1175 Geb 1 A x i x I h 840004295 DT435 500 1.88 1.80 1.82 1.42 2 x 1 h x F4 840004521 DT65 500 f.60 L5 1.97 1.6 77r i„l.9 (j ,14�i7 ii7f5 `i%" �f; 71 Ii64 '7x4!7 v 34Q .f 6 `�c.61 50.'14 !.73 1, x 1 /4 x h 840004303 DT441 500 1.14 1.34 1. 3 0. 6 2 x 11/2 x 1 840004535 DT653 500 1.73 1.65 2.02 1.64 i1�37:7= 4>04. r;Gd 311.86 039 SO 'G i+ 340 4394 41.c 5131 17 14 11/4 z 114 x /4 840004311 01442 500 1.45 1.45 1.6 2 2 z I h x 1 A 840 4543 DT65 500 1.90 1.82 2.10 1.8 3a.;'; 3 .3 49 n 40, 31 3450 46.16 45.13 5. s:; ;,.81 11/1, 1Ax 1 840004329 DT443 500 1.58 1.58 1.67 0.95 x 1 5-i1 th 84 4550 DT6S5 5DO 232 1.44 2.16 2.00 - i f sJj .rd U 4;r./.i 407.1 ;'<;" !1;i >Or li. r. :Ji. 51.'1 1 /4 x 1 4 x 1 h 840004337 DT445 S 1.88 1.88 1.82 1.45 2 x l h z 2 840004568 DT656 500 2.25 2.16 2.25 2.35 r;,7x 4. 3.;510 .}7%5 ;1.15 462? 1) Ai, 5� .4116"(t 310 i7I5 54.R� 5/!5 I(! 1141, z 1 /4 z 2 840004345 DT446 500 2.10 2.10 1.9 1.15 2 x 2 z hR00-576 OTd 1 500 1.49 1.4 1.88 1.60 7r?2 : 0 t457 SO,SU�iS']Si 1'S ,1.15 0.73 1 h x l x h 840004352 DT531 500 1.41 1.34 1.66 0.95 2 x x 4 4 45 4 DT66 500 1.60 1.60 1.97 1,6 4ii>'{ •„ .3456' 36.EI ^dfi4'. 1" f43 50sJOr20 ?450 4054 40.61 5U0� '1Ih 1 hx 1 x % 8400 4360 D 53 5 1.52 1.37 1.15 1.14 2 x 2z 1 840004599T UT663 l./3 1.73 2.02 1.85 "1,:2,91 345f 3361 3; 66 44.45 O.�2 40 X 3r;"i ?2 ifj ,; -" 426ZL ; 7 ^1 1 h x Ix I 840 4378 OTS 3 500 1.65 1.50 1.80 1.17 2 x 2 x 11/4 840004600 OT664 500 1190 1.90 2.10 2.04 4 z?{ r't 3451; dI 9' ,8 ; 5 %7 053 40x50,•3? 45G 44_e5 4247 �t 41 0 1 h z 17 1 /4 840004386 DT534 500 1.82 1.67 1.88 1.34 x 2 x 1112 840004618 OT665 5D0 .0 2.02 2.16 2.18 3Ai() f '+ ;47 775 tt i 50x552=' 34 0 7,41 4;.45 99 l h x l x l h 840004394 DT535 500 1.44 1.80 1.94 1,45 MOO x h DT667 5 2.60 2.60 2.39 3.61 9Cs J?xa? 3450 452:9 7:11 4916 Om' 50; i0I 3450 i ,X4) 4445 I4•+ 1 h zt /4 x h 840 44 2 DT541 500 1.41 1,34 1.66 1.05 2 h x 2 -X-3/,- OT762 500 Id q 1.60 2.32 2.26 'Qz31ti5 145D 3.81 3404 '11h "d8 5.48'20 ;sot I W x1 4 x 1/4 840DO4410 OT542 500 1.5 1.45 1.15 1.15 MATERIAL • / Ductile iron threaded fittings are UL & ULC listed & Dimensions conform to ASME B16.3 Class 150. 9 Factory Mutual Approved for 500 psi service.Threads are NPT per ANSI/ASME B 1.20.1. FM Ductile iron per ASTM A536 Class 65,45-12. APPROVED For Listing / Approval NOTICE: Ductile iron fittings hove higher lensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe thuds which may cause leakage. Duthie details contact your iron fittings should 6e tightened three turns beyond hand tight, but no more than four turns. -Anvi[StarT" Representative. PROJECT1 1 APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, Fi= REV. 03.03.06-0014 go to www.envitstar.com or contact your local AnvilStar representative �;t �- AKStar- Flre Products DKOslon of Mva' Internadonal SPF/ANVIL Ductile Iron Submittal Sheet Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 816.3 Class 150. REDUCING COUPLING Anvil Item Universal Max. Working Dimensions Number Number Pressure A Approx. Wt. Each Nominal S'ae In. (mm) ForLiU ROVED NOME: Ductile iron Rein s have hi her (ensile sh th than thol of steel Therefore, over N htenin can cause dens to threads which cause leakage. Ductile 9 eha pipe, 9 9 9e PIPe n1°y 9 PSI (kPa) in. (mm) lbs. (kg) 1 x 1h 7i .r 15 840010755 DRC031 Soo 1.69 3.50 4797 0.39 a 13 1 X 314 ?` r ?0 840010763 1 DR[032 1 SOD 1.69 1 3450 " P7 0.53 0 ?d Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 816.3 Class 150. @ Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1. FM Ductile iron per ASTM A536 Class 65-45-12. ForLiU ROVED NOME: Ductile iron Rein s have hi her (ensile sh th than thol of steel Therefore, over N htenin can cause dens to threads which cause leakage. Ductile 9 eha pipe, 9 9 9e PIPe n1°y 9 details contact your AnvilStarn" Representative e iron Rttings should be tightened three turns lseyond hand tight, but no more than four turns. PROJECT kFORMATION: APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, ' r;Z�a/AAML REV. 03.03 06-0017 go to www.anvilstar.com or contact your local AnvilStar representative Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range — (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Component of State of California OSHPD Approved C@ Us LISTED Material — Carbon Steel with hardened cup point set screw and Seismic Restraints System jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features — All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note — Available in Electro -Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 • Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 • Max. loads for clamp with set screw in up or down position. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 * FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 200 - "Trimline" Adjustable Band Hanger Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. • (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTm Fig. 200WON. Order By — Figure number and pipe size C @Us LISTED FM I.- 21/2 3/8 Dimensions • Weights 55/8 41/8 600 Pipe 3 Rod Size 10mm 57/8 Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/s 21/2 400 11 1 3/8 8mm or 10mm 33/8 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 27/8 400 13 11/2 3/8 8mm or 10mm 37/s 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 57/8 4 600 29 31/2 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786 5266 www.tolco.com 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: Qf -i w r S c f c V Job Address: Permit Number: D 0 0-1 % I ❑ No one available for inspection: Time 0"/ % CAWPM Re -Inspection required: js's No When corrections have been made, call for re -inspection at 303-234-5933 Date:�� ` Inspector: ",A DO NOT REMOVE THIS NOTICE i . CITY OF WHEAT RIDGE; Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: cn Z (_4 Job c�- Job Address: 33 6A-�?9 13 cn7i)N4 -t*- Permit Number: 2,c�l (Qt C.�1. , ❑ No one available for inspection: Tirrfe Re -Inspection required: Ye$'No s' When corrections have been made..,call-ror?h-in, Dat- S-1 In at 303-234-5933 City of Wheat Ridge 1 �70�' Commercial Fire Sprinkler PERMIT - 201900917 PERMIT NO: 201900917 ISSUED: 05/07/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 05/06/2020 JOB DESCRIPTION: Add, drop or relocate fire sprinklers as needed, 1,148 sq ft total *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS, SUB (970)663-3310 Bob Dehn 180292 Front Range Fire Protection *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,157.00 FEES Total Valuation 0.00 Use Tax 45.30 Permit Fee 93.35 ** TOTAL ** 138.65 *** 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. 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 el! I further attest that 1 am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. ;. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any o n applicable code y ordinanc qr 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 j —id 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 _ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 517111 Plan/Permit # dD l g O/ q j 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: 3727 Wadsworth Boulevard, Suite 124, Wheat Ridge, CO 80033 Property Owner (please print): QUaJ fro*.✓A I Pfp 12e r+ Property Owner Email: M f'2d i ►\q f5) Tenant (Commercial Projects Only) Cost Cutters Property Owner Mailing Address: (if different than property address) Address: 9 $ I , State, Zip: r k 6r Pho ✓' 0,60 . Co L,`^ 70'� - X106 Architect/Engineer: I Architect/Engineer E-mail: ID�y�1�iY��%/y biI'j?m.5 on Phone: L77-0) 53(0— 31$'0 Contractor: Front Range Fire Protection City of Wheat Ridge License #: 180292 Phone: 970-663-3310 Contractor E-mail Address: jschnell@frontrangefire.net For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Dawn Crouse Phone: -970-663-331 0 CONTACT EMAIL(p/ease print): dcrouse(aD-frontrangefire.net Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # X❑ COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Add, drop or relocate fire sprinklers per submittal drawings. Commercial Projects Only: Occupancy Type: B Construction Type: VB Sq. FULF 1,148 Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2,157.00 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. 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) Signature (first and last name): DATE: 04/30/2019 Printed Name: Joe Schweitzer ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: A061L FIRE PROTECTION COST CUTTERS WHEAT RIDGE TABLE OF CONTENTS MATERIAL SUBMITTALS 1. SPRINKLER HEADS VIKING • MICROFAST (QR, Pendent - VK302) 2. FLEX SPRINKLER DROPS ➢ VICTAULIC • VicFlex AH -2 3. PIPIT: ➢ BULL MOOSE • Eddy Thread 4. FITTINGS ANVILSTAR • Threaded fittings 5. HANGERS TOLCO • Fig 65 Beam Clamp • Fig 200 Band Hanger ESCUTCHEONS SEMI -RECESSED 246 Barberry Place ■ Loveland, Colorado 80537 ■ Phone 970-663-3310 ■ Fax 970-663-7331 December 4, 2013 Sprinkler 41 a MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT -. SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass -bulb spray sprinklers available in several different finishes and temperature ratings and K -Factors to meet design requirements. The special Polyester, Polytetrafluoroethylene (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In ad- dition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for PTFE and Polyester coatings as corrosion resist - a nt. ) 2. LISTINGS AND APPROVALS COUS cULus Listed: Category VNIV FM Approved: Classes 2001, 2002, 2015, and 2017 NYC Approved: Calendar Number 219 -76 -SA and MEA 89-92-E, Volume 16 :`rte PN 12979 PN 06666B ABS Certified: Certificate 04-HS407984C-PDA vds VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 �E CE Certified: Standard EN 12259-1, EC -certificates of conformity 0786 -CPD -40130, 0786 -CPD -40170 and 0786 -CPD - 40279, 0832 -CPD -2001, and 0832 -CPD -2003 MED Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41 d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41f for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)" Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: Refer to the Approval Charts Nominal K -Factor: Refer to the Approval Charts Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 12979 and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 12979, 06666B, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Phosphor Bronze UNS-C51000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For PTFE Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap -PTFE Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT coated. Form No. F_081296 Replaces page 41a -f, dated June 28, 2013. (Changed 06932B to VK3311.) Sprinkler 41 b December 4, 2013 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Order MicrofastO and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M -/W, Black Polyester = M -/B, Black PTFE = N, and ENT = JN Temperature Suffix: 135 °F (57 °C) =A, 155 °F (68 °C) = B, 175 *F (79 °C) = D, 200 °F (93 °C) = E, and 286 °F (141 °C) = G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for Recessed Pendent Sprinklers: Part No. 16036W/B* (available since 2011) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A%" ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808. Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance require- ments. 7. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Protect O Sprinkl Shielc lfr= 90896 Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W/B December 4, 2013 Sprinkler 41c MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' Ordinary 135 of (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion -Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C). Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. a The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. _E] L — j - Sprinkler Wrench r 16036W/B*)K for �� I installing recessed pendent sprinklers rxA 1/2' ratchet is required II I (not available from Viking). refully slide the Trench sideways ,And the protective cap, ensuring engage- ment with the sprinkler wrench flats. I II II L - - - " Sprinkler 41d December 4, 2013 C MICROFAST® AND 1 MicrofastHPO QUICK I KJ J RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs(a-_)vikingcorp.com Approval Chart I (UL) Temperature KEY Microfast' and MicrofastHP�Quick Response Pendent Sprinklers Finish Aix.- Escutcheon HI(if applicable) Maximum 175 PSI (12 bar) WP Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor Length (Refer also to Design Criteria on page 41e.) Part No.' NPT I BSP U.S. metric2 Inches mm cULus° NYC' VdS LPCB E Standard Orifice 12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A1X, B1Y, C4, E4Z A1X, B1Y - 18021 VK302 1/2" 15 mm 5.6 80.6 1 2-1/4" 58 A1X, B1Y AIIX, B1Y A2 A2X, B2Y C2X, E2Y11 C2X, E2V Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, B1Y, C4, E4Z A1X, B1Y A2 A2X C211 06765615 VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A% B1Y C4, E4Z A1X, B1Y A2 -- A212 -- Small Orifice' 0671869 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A% B1Y A1X, B1Y -- -- 0672069 VK331 1/2" 15 mm 4.2 57 2-1/4" 58 A1X, B1Y AIIX, B1Y -- -- 06932B VK3311 10 mm 4.2 57 2-3/8" 60 -- A2 - G313 Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S. metricT Inches mm cULus° NYC1- VdS LPCB CE 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, B1Y A1X Maximum 250 PSI (17 bar) WWP Small Orifice' 1229010 1 VK342 1 1/2" 1 15 mm 2.8 1 40.3 2-3/16" 56 A% B1Y A1X -- Approved Temperature Ratings °C), °F °C), °F Approved Escutcheons A- 135 °F ( 155 (68 175 (79 °C), 200 °F (93 °C), and 286 °F (141 °C) (1 Approved Finishes X - Standard surface -mounted escutcheon or B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79'C), and 200'F (93 °C) 1 - Brass, Chrome, White Polyester67, Black Polyesterr7, and Black PTFE6 the Viking Microfast® Model F-1 Adjustable Escutcheon C - 1C) °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141 ° 2- Brass, Chrome, White Polyester7, and Black Y Standard surface -mounted escutcheon or Polyester? the Viking Microfast® Model F-1 Adjustable D- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 3 - Brass and Chrome Escutcheon or recessed with the Viking °C) Micromati& Model E-1, E-2, or E-3 Recessed E- 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 4 - ENT6 Escutcheon F- 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) Z - Standard surface -mounted escutcheon or re - G - 155 °F (68 °C) cessed with the Viking Micromati& Model E-1 Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. A Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219 -76 -SA. 6 cULus Listed as corrosion resistant. 7 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. ' The sprinkler orifice is bushed. 10Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. " ((Certified, Standard EN 12259-1, EC -certificates of conformity 0832 -CPD -2001 and 0832 -CPD -2003. Z C( Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40279. " ((Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. 14 O MED Certified, Standard EN 12259-1, EC -certificates of conformity 0832 -MED -1003 and 0832 -MED -1008. 11 The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. December 4, 2013 Sprinkler 41 e MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESIGN CRITERIA - UL (Also refer to Approval Chart 1 on page 41 d) cULus Listing Reguirements: Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. 1/2' NPT 1-5/8' (58 mm) (41 mm) Pendent Sprinkler Ceiling Opening Size 2-5/16' (58.7 mm) minimum 2-1/8' 2-1/2' (63.5 mm) maximum (54 mm) Installed with a standard 1/8' surface - mounted escutcheon. 2' 1-1/2' (38.1 mm) (50,8 mm) Minimum Maximum 1 Installed with a Microfast Model F-1 Adjustable Escutcheon X Note At maximum, adapter is exposed 1/2' (12.7 mm) from face of ceiling. Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 2-1/8" (54 mm) Ceiling Opening Size: 2-1/8" 2-5/16' (58,7 mm) minimum (54 mm) 2-1/2' (63.5 mm) maximum 1-3/4' (44.5 mm) Maximum Installed with a Micromatic Model E-1 Recessed Escutcheon T 2„ 1-1/8' (28.6 mm) (50.8 mm) Minimum Maximum 1 1 Installed with a thread on Model E-2 Recessed Escutcheon Sprinkler 41f December 4, 2013 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 2 (FM) Temperature KEY Microfase Quick Response Pendent Sprinklers Finish Al X,-- Escutcheon (if applicable) Maximum 175 PSI (12 bar) UVWP Sprinkler Thread Size Nominal K -Factor Overall Length FM Approvals' Base Part No.' SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches mm Standard Orifice 12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A2X, B2Y, C3, D3Z 18021 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A2X, B2Y Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A2X, B2Y, C3, D3Z 067656' VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A2X, 132Y C3, D3Z Small Orifice" 0671866 VK329 1 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X Approved Temperature Ratings Approved Escutcheons A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C) X - Standard surface -mounted escutcheon or the Viking 200 °F (93 °C), and 286 °F (141 °C) Approved Finishes Microfast® Model F-1 Adjustable Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 1 - Brass and Chrome Y - Standard surface -mounted escutcheon or the and 200 °F (93 °C) 2 - Brass, Chrome, White Polyesters, and Viking Microfast® Model F-1 Adjustable Escutcheon C- 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), Black Polyesters or recessed with the Viking Micromatic® Model E-1, and 286 °F (141 °C) 3 - ENT' E-2, or E-3 Recessed Escutcheon D - 155 °F (68 °C), 175 °F (79 °C), and 200 °F Z - Standard surface -mounted escutcheon or recessed (93 °C) with the Viking Micromatic® Model E-1 Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. ' This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. ° FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). s Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. ' The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. 6 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Aooroval Reauirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131a -e for Intermediate Level In -Rack Sprinklers. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for gen- eral care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_081296 Replaces page 41 a -f, dated June 28, 2013. (Changed 069328 to VK3311.) VicFlexTM Sprinkler Fittings Series AH1, AH2 and AH4 Braided Flexible Hose Assemblies a Approvals/Listings: <R> C UL US VdS LISTED See Victaulic Publication 10.01 for more details. Product Description: VicFlex sprinkler fittings provide sprinkler installation on suspended ceiling grids, wood or metal stud/joist or hat furring channel hard -lid ceilings utilizing a flexible, stainless steel hose and steel bracket assembly. Refer to the Installation Manual for all applicable ASTM ceiling material and installation standards. System Components • Hoses: Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Assembly lengths: 31, 36, 48, 60, 72"/90, 914, 1220, 1525, 1830mm. Note: length includes branch -line nipple and 5.757140mm straight reducer. • Sprinkler Reducers: 1/2" and 3/4"/15 and 20 mm sprinkler connections and 5.757140mm, 97230mm, 137330mm straight lengths and short, long 90° elbows. Note: The short 900 elbow is typically used with concealed sprinklers while the long 900 elbow is typically used in the installation of recessed pendent sprinklers. • Branch Connections: 1"/25mm NPT or BSPT branch line nipples for attaching to rigid pipe. 3/4"/20mm NPT or BSPT available for VdS. ✓ctaulic° 10.85 • Brackets: Style ABI for suspended and hard -lid ceilings, allows installation before ceiling tiles in place Style A132 for hard -lid ceilings, allows for vertical sprinkler adjustment Style AB4 for hard -lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB7 for suspended ceilings and hard -lid ceilings Style AB7 Adjustable for suspended and hard -lid ceilings Style AB8 for hard -lid ceilings (regionally available) Style A139 for hard -lid ceilings with hat furring channel grid systems Style AB10 for Armstrong' TechZone'" ceilings Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 AV victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Technical Specifications: Material Specifications: Maximum Working Temperature: 225°F/107°C Maximum Working Pressure: • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed -Series AH2 only) • 1600 kPa/232 psi (VdS Approved) Connections: To branch line (inlet) via 1"/25.4 mm NPT or BSPT male thread OR To branch line (inlet) via 3/4"/20 mm BSPT male thread (VdS only) To sprinkler head (outlet) via 1/z" or 3/4"/15 mm or 20 mm NPT or BSPT female thread Minimum Bend Radius: • 77178 mm (FM Approval) • 2751 mm (cULus Listed - Series AH2 only) • 3776.2 mm (cULus Listed - Series AH1 only) • 3776.2 mm (VdS Approved) Maximum Allowable Sprinkler K -Factors: • FM (1/2715mm reducer) K5.6/8,1 (S.I.) (3/4720mm reducer) K14.0/20,2 (S.I.) • cULus (1/2715mm reducer) K8.0/11,5 (S.I.) (3/4"/20mm reducer) K14.0/20,2 (S.I.) • VdS (1/2715mm reducer) K5.6/8,1 (S.I.) (3/4720mm reducer) K8.0/11,5 (S.I.) • Series AH1 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (1/z or 3/4"): Carbon Steel, Zinc -Plated • Series AH2 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (1/z or 3/a"): Carbon Steel, Zinc -Plated • Series AH4 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: EPDM per ASTM D2000 Isolation Ring: N/A Nut and Nipple: Carbon Steel, Zinc -Plated Reducers (1/z or 3/4"): Carbon Steel, Zinc -Plated • Brackets: Carbon Steel, Zinc -Plated in 0a C�o'�o D— i i i I. A, +.A n9/Onln n onn V+.l r,,-.,,, All .i.,l,+� victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 II FRICTION LOSS DATA: LITED -Series AH2 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Length of I Equivalent Le Stainless Steel of 1'733.7m Flexible Hose Outlet Size Sch. 40 Pipe (C inches inches/type feet/mete 31 '/z"/ Straight 16/4.9 3/a"/Straight 17/5.2 36 1/2"/Straight 21/6.4 3/a"/Straight 23/7.0 48 -- 1/ "/Straight_ __ -- 32/9.8 3/a°/Straight _ 37/11.3 60 '/z"/Straight 46/14.0 3/a"/Straight 46/14.0 72 1/2"/Straight _ 55/16.8 3/a"/Straight 53/16.2 Series AH2 Hose Maximum Number of Bends at 2'751mm Bend Radius 4 4 5 5 8 8 10 10 12 12 Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751mm center line bend radius Length Stainless I Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size 0 Bends, Bends Bends Bends Bends Bends Bends Bends Bends I Bends Bends Bends Bends inches inches feet/meters 1 13.0/4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31 i - -_ _._ h 5.0/1.5 8.5/2.6 ' 11.0/3.4 3/a' 6.5/2 0 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A N.A N.A N.A N.A N.A 36 1/z 10.5/3 2 13.5/4.1 16.0/4.9 18.0/5.5 19.0/5.8 21.0/6.4 N.A { N.A N.A N.A N.A N.A N.A 3/a" 12.0/3.7 ! 14.0/4.3 17.0/5.2 19.5/5.9 ! 20.0/6.1 23.0/7.0 N.A N.A N.A N.A N.A N.A N.A '/a^ 13.0/4.0 17.0/5.2 19.0/5 8 21.5/6.6 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 32.0/9.8 N.A N.A N.A N.A 48 /z 11.5/3.5 15.5/4.7 f 17.0/5 2 19.5/5.9 3 245/7.5 26.0/7.9,]27.0/8.2 30.0/9.1 X37.0/11.3 N.A INA N.A N.A . _' i —�_ 1 24.0/7.3 27.0/8.2 28.5/8.7 ! 30.0/9.1 31.0/9.4 ;37.0/11.3!42.0/12.8,44.0/13.4,46.0/14.0' N.A N.A 60 /z 15.5/4.7 21.5/6.6 _ 3/a' 16.0/4.9 23.0/7.0 24.0/7.3 28.0/8.5 j 29.5/9.0. 30.5/9.3 ] 31.0/9.4 38.0/11.6!42.0/12.8 44.0/13.4146.0/14.0' N.A N.A -L8-5/87J30.0/91!32.0/9.836.5/11.1;37.5/11.4405/1251410/12.8;42.0/12.846.0/14.0¢49.0/149;52.0/15.8'54.0/16.5]55.0/16.8' 72 -- �.. 3/a" 24.0/7.32.0/9.8;32.5/9.9135.0/10.7'35.5/10.8400/12.3;40.5/12.3141.0/12.5'46.0/14.0150.0/15.2151.0/15.5'52.0/15.8!53.0/16.2] Note: Values for use with 5.75" straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. - - i victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 c@us FRICTION LOSS DATA: usTEu -Series AH1 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Length of Stainless Ste Flexible Hos inches 31 36 48 60 72 Series AH1 Braided Hose Equivalent Length Design Guide Length of Stainless Steel Flexible Outlet 1 2 3 4 5 Hose Size 0 Bends Bends Bends Bends Bends Bends inches inches feet/meters 31 1/2" 22 32 42 52 N.A N.A 3/4" 22 33 44 55 _ N.A N.A 36 1/2" 23 33 43 53 63 N.A 3/4" 26 36___46 56 66 _ N.A '//z 4 - 36 46 57 68 78 _ N.A 48 — — -- 3 " 40 51 60 71 80 N.A 60 1/2 46 _ 56 67 77 88 N.A 3/4'. 4758 69 80 90 N.A 1/2'59 69 79 91 102 112 7 3/4 62 7384 95 106 118 Note: Values for use with 5.75' straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. to on �QQo oa„ i i 1A rn omn v' + r r,..,,.. All a -k+, .opo. 4 Series AH1 Hose Maximum Equivalent Length Number of of 1"/33.7mm 90° Bends at 3'776.2mm Outlet Size Sch. 40 Pipe (C=120) Bend Radius inches/type feet/meters 1/2"/Straight 52/15.8 3 3/4"/Straight 55/16.8 ', 3 1/2"/Straight 63/19.2 4 3/4"/Straight 66/20.1 4 1/2"/Straight 78/23.8 4 3/4"/Straight 80/24.4 4 1/2"/Straight 88/26.8 4 3/4"/Straight 90/27.4 4 1/2"/Straight 112/34.1 5 3/4"/Straight 118/36.0 5 Series AH1 Braided Hose Equivalent Length Design Guide Length of Stainless Steel Flexible Outlet 1 2 3 4 5 Hose Size 0 Bends Bends Bends Bends Bends Bends inches inches feet/meters 31 1/2" 22 32 42 52 N.A N.A 3/4" 22 33 44 55 _ N.A N.A 36 1/2" 23 33 43 53 63 N.A 3/4" 26 36___46 56 66 _ N.A '//z 4 - 36 46 57 68 78 _ N.A 48 — — -- 3 " 40 51 60 71 80 N.A 60 1/2 46 _ 56 67 77 88 N.A 3/4'. 4758 69 80 90 N.A 1/2'59 69 79 91 102 112 7 3/4 62 7384 95 106 118 Note: Values for use with 5.75' straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. to on �QQo oa„ i i 1A rn omn v' + r r,..,,.. All a -k+, .opo. 4 victaulic.com I VicFlex Sprinkler Fittings I AHI I AH2 I AH4 I Publication 10.85 FM FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Various brackets specific to hose 4 4 4 72 14.0/20.2 - L 3/a /90° Elbow 132.8/40.4 38.6/11.7 38.6/11.7 —1 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. J Series AH1 Hose Series AH2 Hose Series AH4 Hose For use with Style AB1, AB2, For use with Style AB1, A132,AB4, inches AB7, AB7 Adj., AB8, AB9 AB4, AB7, AB7 Adj., AB8, AB9 For use with Style AB1, A137, AB8, feet/meters 23.5/7.1 - and AB10 VicFlex Brackets and AB10 VicFlex Brackets and AB9 VicFlex Brackets Length of Maximum i Maximum Maximum Stainless 5.6/8.1 Equivalent Number of Equivalent Number Equivalent Number Steel 2 Length of 90° Bends at Length of of 90° Bends at Length of of 90° Bends at Flexible Sprinkler Outlet 1'733.7mm 7'/178mm Bend' 1'733.7mm 71178mm 1'733.7mm 77178mm Hose* K -Factor Size Sch. 40 Pipe Radius Sch. 40 Pipe Bend Radius Sch. 40 Pipe ; Bend Radius 4 4 4 72 14.0/20.2 - L 3/a /90° Elbow 132.8/40.4 38.6/11.7 38.6/11.7 —1 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. J inches Imperial/S.1, inches/type_ feet/meters '/z"/Strai ht 53.8/16.4 feet/meters 23.5/7.1 - - feet/meters 20.6/6.3 31 5.6/8.1 2 2 2 1/z'/90° Elbow 53.8/16.4 '/z"/Straight 63.7/19.4 23/7.0 27.8/8.5 21.7/6.6 29.7/9.0 36 5.6/8.1 2 _ 2 2 1/z'/90° Elbow 63.1/19.2 '/2"/Strai ht 87.9/26.8 27.7/8.4 38.2/11.6 29.8/9.0 27.5/8.3 48 5.6/8.1 /z"/90° Elbow 85.8/26.1 1/2"/Straight ht 112.2/34.1 3 _ 37.4/11.4 42.4/12.9 3 29.2/8.9 35.7/10.9 3 60 5.6/8.1 1/2"/90' Elbow 108.4/33.0 4 _ 43/13.1 4 4 _ 37.2/11.3 46.6/14.2 Yz"/Straight 136.5/41.6 45.9/14.0 72 5.6/8.1 i 1/2 /90° Elbow 131.1/39.9 4 - 48.5/14.7 47.5/14.5 2 20.7/6.3 _ 2 31 1-1 ht 44.4/13.5_ 8.0/11.5 2 13.3/4.0 3/4"/90° Elbow 47.6/14.5 3/a /Strai ht 55.6/16.9 20.5/6.2 25.0/7.6 14.6/4.4 21.7/6.6 36 8.0/11.5 2 2 - 2 3/4'/90° Elbow 57.5/17.5 24.6/7.5 22.4/6.8 21.2/6.4 3/a /Straight 82.8/25.2 35.5/10.8 48 8.0/11.5 _ 3 _ 3 3 3/4'/90' Elbow 81.7/249 3/4"/Straight 110.1/33.5 34.7/10.6 39.6/12.1 22.2/6.7 27.9/8.5 60 8.0/11.5 4 _ 4 4 3�4"�90' Elbow 105.9/32.2 3/4 /Straight 137.3 40.1 /12.2 43.5/13.2 28 9/8 8 72 8.0/11.5 4 4 _38.8/11.8_ 4_ 3/4"/90` Elbow 130.2/39.7 3/4"/Straight 45.5/13.8 45.2/13.7 17.8/5.416.4/5.0 39.4/12.0 31 11.2/16.1 2 2 2 3/4"/90° Elbow 47.1/14.3 3/4"/Straight 66.3/20.2 18/5.5 22.2/6.7 19.9/6.1 21.7/6.6 36 11.2/16.1 2 _ 2 2 3/4"/90° Elbow 57.5/17.5 3/4"/Straight 82.7/25.2 22.1/6.7 32.9/10.0 24.2/7.4 28.5/8.7 48 11.2/16.1 3/4"/90° Elbow 82.8/25.2 3/4"/Straight 109.1 /33.2 3 _ 32.1/9.8 36.8/11.2 3 - 29.9/9.1 _ 34.7/10.5_ 3 — 60 _ _ 11.2/16.1 3/4"/90` Elbow 108.1/32.9 4 _ 37.1/11.3 4 30.3/9.2 4 38.6/11.6 3/4"/Straight 135.5/41.3 40.5/12.3 72 11.2/16.1 4 4 4 3/4"/90° Elbow 133.4/40.6 41.9/12.7 38.6/11.7 16.3/5.0__ 3/4"/Straight 44.3/13.5 14.9/4.5 31 14.0/20.2 2 _ 2 2 3/4"/90° Elbow 46.4/14.1 15.5/4.72 19.9/6.1 3/4"/Straight 55.5/16.9 19.4/5.9 21.8/6.7 36 14.0/20.2 2 2 2 24.2/7.4 3 3/4"/90* Elbow 56.7/17.3 19.6/5.9 3/4"/Straight 83.0/25.3 30.3/9.2 28.3/8.6 48 _ 14.0/20.2 3/4"/90° Elbow 82.1/25.0 3 29.5/8.9 - 3 _ 29.9/9.1 3 3/4"/Straight 110.4/33.6 j 33.9/10.3 34.9/10.6 60 14.0 20.2 4 4 4 3/4"/90° Elbow 107.5/32.7 1 34.1/10.4 30.3/9.2 3/4"/Straight 137 9/42 0 37 5/11 4 41 5/12 6 4 4 4 72 14.0/20.2 - L 3/a /90° Elbow 132.8/40.4 38.6/11.7 38.6/11.7 —1 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. J victaulic.com I VicFlex Sprinkler Fittings I AHI I AH2 I AH4 I Publication 10.85 VdS FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9, and AB10 Brackets Length of Stainless Outlet Steel Flexible Hose Size Equivalent Length of mm/inches mm/inches type steel pipe according to 15mm / 1/2" / Straight 790/31 20 mm / 3/4" / Straight EN 10255 DN 20 15mm / 1/2" / Straight 915/36 20 mm / 3/4" / Straight (26,9 x 2,65) and 15mm / 1/2" / Straight 1220/48 20 mm / 3/4" / Straight relating to a flow 15mm / 1/2" / Straight 1525/60 20 mm / 3/4" / Straight velocity of 5 m/s 15mm / 1/2" / Straight 1830/72 20 mm / 3/4" / Straight VdS Ceiling Manufacturers List ABl, A132, A137, A1310 A133 1. AMF No specific approval 2. Armstrong 3 3. Chicago Metallic 6.4/21.0 4. Dipling 3 5. Durlum 8.5/27.9 6. Geipel 3 7. Gema -Armstrong 10.7/35.1 8. Hilti 4 9. Knauf 12.8/42.0 10. Lafarge 4 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn Series AH1 Hose Series AH2 Hose Series AH4 Hose Equivalent Length of Equivalent Length of Equivalent Length of steel pipe according to steel pipe according to steel pipe according to EN 10255 DN 20 EN 10255 DN 25 EN 10255 DN 25 Maximum Number (26,9 x 2,65) and (33,7 x 3,25) and (33,7 x 3,25) and of 90° Bends at relating to a flow relating to a flow relating to a flow 3'776.2mm Bend velocity of 5 m/s velocity of 5 m/s velocity of 5 m/s Radius meters/feet meters/feet meters/feet 4.0/12.9 5.5/18.0 5.5/18.0 3 4.6/15.0 6.4/21.0 6.4/21.0 3 6.1/20.0 8.5/27.9 8.5/27.9 3 7.6/25.0 10.7/35.1 10.7/35.1 4 9.2/30.0 12.8/42.0 12.8/42.0 4 A64/9 A68 No specific approval 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips tont r�QQ000„ii i _A. +o,+nQ1')01n nomnv + n r...,,.. An.rti+�.o victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Product Details - Series AM Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Item Description _ 1 Flexible Hose _ 2 Isolation Ring (series AHi 3 Gasket — 4 Nut 5 Branch Line Nipple 6 Braid 7 Collar/Weld Fitting 8 Sleeve (AH2 Only) Hose Length Dimensions Hose Length A B 31 25.25 31 36 31.25 36 ---_—__ 48 _ _ 42.25 _-- 48 60 54.25 60 --- 72 --- — 66.25 — 72 Standard AMIFfl 5.757140 mm straight reducer Optional 9.07229 mm straight reducer 13.0"/330 mm straight reducer 2.627 66.5 mm T1 I. I 4.837 122.7 mm 2.627 66.5 mm 6.307 L60.0 mm Short 90° elbow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. � 'uuunuuuunumuum �.• !I ' -I� �1'I;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'" ! innnnumnunvuwmm Hose Length Dimensions Hose Length A B 31 25.25 31 36 31.25 36 ---_—__ 48 _ _ 42.25 _-- 48 60 54.25 60 --- 72 --- — 66.25 — 72 Standard AMIFfl 5.757140 mm straight reducer Optional 9.07229 mm straight reducer 13.0"/330 mm straight reducer 2.627 66.5 mm T1 I. I 4.837 122.7 mm 2.627 66.5 mm 6.307 L60.0 mm Short 90° elbow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. victaulic.com I VicFlex Sprinkler Fittings I AM I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB1 • Suspended Ceilings • Hard -Lid Ceilings (FM Only) Item Description 1 24'7610mm or 48'71219mm Square Bar* 2 Patented 1 -Bee" Center Bracket 3 End Bracket 'Both sizes FM/VdS approved, cULus listed Style AB2 • Hard -Lid Ceilings Item Description 1 24'761 Omm or 48'71219mm Square Bar* 2 Patent -Pending adjustable Center bracket 3 End Bracket *Both sizes FM/VdS approved. Note: She or 4mm hex key required for adjustment Style AB4 • Hard -Lid Ceilings with Hat furring channel grid system Item Description 1 24'761 Ornm or 48'71219mm Square Bar* 2 Patent -Pending adjustable Center bracket 3 End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Note: 'h2 or 4mm hex key required for adjustment to ocz Fvio oo„ i i i I. A +o 4 nanm n n omn v, r r r.,.,,., All n,k+c --—A victaulic.com I VicFlex Sprinkler Fittings I AHl I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB7 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24'761 Omm or 48'71219mm Square Bar* 2 Patented 1 -Bee t® Center Bracket 3 End Bracket *Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* _ 2 Patented 1 -Bee 21 Center Bracket _ 3 End Bracket (adjustable) *Both sizes FM and VDS approved. Style AB8 • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1 -Bee t® Center Bracket 3 End Bracket (adjustable) *Both sizes FM/VdS approved. Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Item Description 1 24'7610mm or 48'71219mm Square Bar* 2 Patented 1 -Been' Center Bracket 3 y End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong' TechZone" Item Description 1 6"/152mm Square Bar* 2 Patented 1 -Beet® Center Bracket 3 End Bracket *FM/VdS approved, cULus listed. victaulic.com I VicFlex Sprinkler Fittings I AHI I AH2 I AH4 I Publication 10.85 Braided Hose Assembly Suspended Ceiling Grid with Recessed Sprinkler - Clearances above ceiling tile at various center -line bend radii Dimension _ Minimum Bend Radius "R" Minimum "A" 2/50 10.75/273 11 1 Hose Clearance Chart Inches/mm 3/80 I 4/100 5/125 6/150 .75/298.51 12.75/324 13.75/349 14.75/375 Suspended Ceiling Grid with 9000bow (Long) Hose Clearance Chart Inches/ Dimension mm A Min. _ 8 200 I Note: Style A131 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 7/175 A See Chart ,.7'743 mm lyp-i ceiling grid in QG rQvo Do„ I I I nQ/omn rn')MA %1;'+—Jlr r...,,..—' All .,,.titer "'—"A See nate See on Center V2707'A"/19 MM MAX. RECESS V2707 3/4"/19mm Max. Recess assembly %716 mm FTypical eillnp the 24'/610 mm or 48'/1219 mm on Center V2707 3/4"/19mm Max. Recess II 4.4•/ N IAI 13 mm I victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Series AQB Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Hose Clearance Chart Dimension Inches/mm j r Minimum Bend Radius "R" 2/50 3/80 4/100 5/125 6/150 7/175 seecnatt I Minimum "A" 10.3/262 11.3/287 12.3/313 13.3/338 14.3/363.5 15.3/389 \ Suspended Ceiling Grid with 90°Elbow (Short) Hose Clearance Chart Inches/ Dimension mm 8 A Min. 200 Note: Style AB9 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. q ,Noir A See Chart V2708'h"/12.7mm Max. Recess Note V3802'h"/12.7mm Max. Recess Ar Mi victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Flexible Hose In -Plane Bend Characteristics ONE BEND I I I I \ I Minimum I I I bend radius I I 900 I I TWO BENDS fi OR Minimum bend radius Minimum 7� bend radius 2x iMinimum Minimum bend radius ( bend radius OR Minimum bend radiusMinimum bend radius Note: For ouvo plane (three-dimensional) bends care must be taken to avoid imparting torsional stress on the hose Model Number Correlation Minimum I bend radius VicFlex'" AquaFlex® Designation -- - - A WARNING Designation Series AH4 Outlet Series AQB Series AFB 0It is the responsibility of the system designer Hose size Hose Hose Assembly inches Assembly Assembly to verify suitability of Type 304/304L stainless '/z AQB31 HLD AFB31 HLD steel flexible hose for use with the intended AH4-31 3/4 AQB31TLD _ AFB31TLD fluid media within the piping system and AH4-36 1/2 AQB36HLD AFB36HLD external environments. 3/4 AQB36TLD AFB36TLD _ 1/2 AQB48HLD AFB48HLD _ • The effect of chemical composition, pH level, AH4-48 3/4 AQB48TLD AFB48TLD operating temperature, chloride level, oxygen AH4 60 1/2 AQB60HLD AFB60HLD level, and flow rate on Type 304/304L stainless 3/4 AQB60TLD AFB60TLD steel flexible hose must be evaluated by the 1/2 AQB72HLD AFB72HLD AH4-72 - --- 3/4 AQB72TLD _ AFB72TLD material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in PDF format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic and VicFlex are registered trademarks of Victaulic Company. in or FQQO Do„ i i 1 1,,+,+o,+ nQr,?m n rn ornn v—+—r n,,.,,.,—, All .Lddc Bull Moose Tube Company's "Eddy Pipe" brand sprinkler pipe is produced to meet sprinkler pipe standards & applications. Here are just a few advantages of Eddy Pipe: All pipe products are UL Listed (for U.S. and Canada), and have been Approved by Factory Mutual. Excellent Production & coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are dual certified to ASTM A-135 and A-795. • Available in specific cut to order lengths from regular mill rollings. • More popular sizes roll every two weeks. • Floor stock available in various lengths. • Available with coating or bare. • Ultra Eddy, Eddy Flow, Eddylite, and Eddythread 40 offer cost savings along with superior hydraulics without compromising service life. ♦ Schedule 10 and Schedule 40: FM Approved Sprinkler Pipe ♦ Eddy Flow: Cost effective replacement for Schedule 10 ♦ Eddylite: Lightwall threadable with standard outside diameter ♦ Eddythread 40: Lightwall threadable Schedule 40 replacement with Corrosion Resistance Ratio of 1.0 ♦ Ultra Eddy: Lightwall roll groovable pipe 1819 Clarkson Road For additional information, C@ DUS �� (� Chesterfield, MO 63017 contact your salesperson today at 6 J BULL MOOSE TUBE CONgIANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 V FAX: (636) 537-2645 in the USA, or from Canada Nvww.bullmoosetube.coin call (800) 882-4666 FM A A company e-mail:sales(a�bulhnoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 "BMT - Eddy Pipe" Sizes Available - Metric Conversions "All Weights are Nominal N/A: Not Applicable PIPE PREPARATION =or proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should )e free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed xior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's nstructions for the specific fitting used. 8/08 NPS (in) 1 11/4 1 1/2 2 21/2 3 4 O.D. (mm) 33.40 42.16 48.26 60.33 I.D. (mm) 30.51 39.27 45.36 57.43 Ultra Eddy Empty Weight (kg/m) 1.29 1.65 1.90 2.39 Water -Filled Weight (kg/m) 2.02 2.86 3.52 4.98 C.R.R. 2.17 1.40 1.11 1.00 O.D. (mm) 42.16 48.26 60.33 73.03 88.90 114.30 I.D. (mm) 38.86 43.89 55.96 68.71 84.68 109.47 Eddy Flow Empty Weight (kg/m) 1.82 2.75 3.47 4.19 5.01 7.40 Water -Filled Weight (kg/m) 3.01 4.26 5.93 7.90 10.58 16.73 C.R.R. 1.98 3.44 2.78 1.66 1.00 1.00 O.D. (mm) 33.40 42.16 48.26 60.33 73.03 88.90 114.30 I.D. (mm) 27.86 36.63 42.72 54.79 66.93 82.80 108.20 Schedule 10 Empty Weight (kg/m) 2.10 2.70 3.11 3.93 5.26 6.47 8.37 Water -Filled Weight (kg/m) 2.71 3.75 4.55 6.29 8.78 11.86 17.58 C.R.R. 15.27 9.91 7.76 6.27 4.92 3.54 2.50 O.D. (mm) 33.40 42.16 48.26 60.33 I.D. (mm) 28.88 37.64 43.48 55.30 Eddylite Empty Weight (kg/m) 1.88 2.41 2.93 3.90 Water -Filled Weight (kg/m) 2.53 3.52 4.42 6.26 C.R.R. 0.13 0.08 0.12 0.16 O.D. (mm) 32.89 41.91 48.26 60.33 I.D. (mm) 27.51 36.02 41.78 53.92 Eddythread 40 Empty Weight (kg/m) 2.18 3.08 3.80 4.93 Water -Filled Weight (kg/m) 2.75 4.10 5.17 7.16 C.R.R. 1.00 1.00 1.00 1.00 O.D. (mm) 33.40 42.16 48.26 60.33 73.03 88.90 114.30 I.D. (mm) 26.64 35.05 40.89 52.50 62.69 77.93 102.26 Schedule 40 Empty Weight (kg/m) 2.50 3.38 4.05 5.45 8.64 11.29 16.09 Water -Filled Weight (kg/m) 3.06 4.35 5.37 7.62 11.73 16.08 24.31 C.R.R. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "All Weights are Nominal N/A: Not Applicable PIPE PREPARATION =or proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should )e free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed xior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's nstructions for the specific fitting used. 8/08 A—WtL.Star- Fire Products Division of Anvn'Intnm mons SPt=/ANV9•: Ductile Iran Submittal Sheet Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. u` 0 SW ELBOW Ductile iron per ASTM A536 Class 65-45-12. Nominal Anvil hem Universal Dimensions - Max. In.lmm) Working Approx. Sae Number Number Pressure Wt. Each Date: Phone: A e in. tMMI Address: PSI (kpaj in. mm in. (MIR) Lbs. ) 1 840000004 D090033 500 1.50 1.50 0.62 1U 74.1.1 35.13 33.10 028 11/4 840000012 DB90044 500 1.75 1.75 0.90 3i 3450d:t5 d,.4; 0•Ii 116 840000020 0890055 500 1.94 1.94 1.20 3450 4-[T6 49276 0.,4 2 840000038 D890066 SOD 2.25 2.25 1.85 50 3450 511; 17,15 084 Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. u` 0 Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1. F"' Ductile iron per ASTM A536 Class 65-45-12. APPRovEo For Usting / Approval NOTICE. Ductile iron finings have higher tensile strength than that of steel pipe. Therefore, over tightening con cause damage to pipe threads which may cause leakage. Duffle details contact your iron finings should Ise lightened three turns beyond hand tight, but no more than four turns. AnvilStarTm Representative, PROJECT 1' i 1 APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 0303.060010 to gtr go www.anvilstar.com or contact your local Anvilstar representative ZId1 AWKOALBtar- Fire Products DrAslon Df Anve' Intemauonal � Ductile Iron Submittal Sheet Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. STRAIGHT FM Ductile ironer ASTM A536 Class 65-45-12. p APPROVED For Listing / Approval Nominal Anvil llem Universal Max. Working Dimensions Approx. Size Number Number Pressure Architect / Engineer: Wt. Each A 8 Address: Notes 1: Notes 2: In. (mm) SPF Cast & Ductile iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, h' ca,ZUy/SIWj<L PSI 10a) In. (mm) In. (mm) lbs. (kg) 1 840003164 DT333 S00 1.50 1.50 D.85 r 3450 3s. is Shp 10 0.39 lb4 840DO3172 DT444 500 1.75 1.75 1.22 32 /4:! 44 43' 44' 4,,L 5.5 IT/i- 840DO3180 DT555 500 1.94 1.94 1.S5 io 34130 119.21 49.21 016 2 840003198 DT666 5D0 2.25 2.25 2.45 SC 1 1 3,150 1 31 15 ci 15 Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1.20.1. FM Ductile ironer ASTM A536 Class 65-45-12. p APPROVED For Listing / Approval r1 IKE- Ductile iron filfin have higher tensile strength than that of sled e. Therefore, over tightening can cause dams e b e thread, which cause leakage. Ductile 8s 9 9 Pit 9 9 g PrP '"O1 g details contact your Anvil5tar"' Representative. iron fittings should be tightened three rums beyond hood fight, but no more than four toms. PROJECT INFORMATION:APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, h' ca,ZUy/SIWj<L REV 03.03.06-0013 go to www.anvilster.com or contact your local AnvilStar representative A► -Starry Fire Products oldsion of Andl' Intematlonal SPt=/ANVIL' Ductile Iron Submittal Sheet , A -B Ductile iron threaded fittings are UL & ULC listed & Dimensions conform to ASME B16.3 Class 150. REDUCHUG TEE FM Ductile iron per ASTM A536 Class 65,45-12. REDUCIPJG TEE, For Listing / Approval Nominal Anvil he Universal Max. Dimensions Working Approx. Nominal Anvil itam Universal Max. Dimensions Working Approz. Size Number Number Pressure W►. Each Size Number Number Pressure I. Each Notes 1: A 8 � SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, Fi= A I 8 C �;t �- In. (mm) a In. (mml In. (mm) In. (mm) Ibs.(kg) In. (mm) PSI In. (mm) In. (Mm) In. (mm) lbs 1 x h x 1 4 04196 DT313 500 1.50 1.36 730 0.64 1 h x 1 /4 z 1 840004428 OT543 500 1.65 1.58 1.80 1.25 r, ;< 145rt ; Ir 3; `4 19 , 79 1 4n, 32x25 c 4L91 4n % 44.75 0.57 1 z /4 x 1 840004204 OT323 500 1.50 1.45 1.50 0.73 1112 x 11/4 x 2 840 4436 D7 46 500 2.16 .1 1.9 25x 29 r 2J l z l x h 84 00421 3450 DT3 1 5 0 38, t'' 18' 'b 10 1.26 1. 6 1.36 0.33 0. 1 4;i 'f 1 0 l h z l h x h 840004444 V551 "4SU S00 id 6n 1.41 .02 5?. �4 IU ,.117 1.41 1.16 08Y' 1.15 7-' 15 2,'0 Y. '100 3A-14 03% dWr•Jd i d 51,' -152' 158 94b ��'7 1 x 1 x ,4 8400042 DT332 500 1.37 1.37 1.45 .76 1 h x 1 h x /4 840004451 DTSS -'5w- 5 1.52 1.52 1.75 1.24 ' ••'j 2;l .'450 34,81 .='1; :613 t%39 J r40 10 34 0 +u'di 3811 444' 2iL I x 1 x 1 !4 840004238 D7334 500 1.67 1.67 1.58 0.98 1h x 1 h x 1 840004469 DT553 500 1.65 1.65 1.80 1.30 21 ;, 75 e3? 245 '4.41 •`i.CI '' ;J D.-'; 4 -1C)+'. -x ;t'i'u '1 %! 'i ! z 1154 1 x 1 z IT/2- 840004246 OT335 500 1.80 1.80 1.65 .16 1 Th 1 h x 11/4 840004477 DT554 500 1.82 1.82 1.88 1.48_ 7Sxi ..4f 3450 , 1 45.7.�S.i 42 i) �aS0 �r. 1."i 46'1 4775 i 1 /4 x 1 x h 840004253 DT 31 500 134 1.2 1.5 .62 1 / x 1 h x 2 8400044 F5 DT556 5DO 2.16 2.16 2.02 1.4 1�1 •�i, .i!` .101 no "i` Y4"A 1 /4 x ] x /4 840004261 DT432 500 1.45 1.37 1.62 0.90 2 x 1 z 2 40004493 DT 6 50 2.25 2.02 2.25 2.15 i2, `,x773 M0 368 . 8 sI +; 041 so: s. 5; 4.:0 7 ); iI?I i- 6 1 A x I z 1 840004274 DT43 5 0 1.58 1.50 1.6I 1.0 2 z 1 /t x 2 840004501 DT64b 500 2.10 2.30 ri, 5 7�']'I 3410 4G!3 3ii -"•i� 01; =fj ?1x 5f '45(t S IS ',71 52 ! 5?7s 5 'i 104 10" lit x 1 x I A 840004287 U1434 500 1.75 1.67 1.75 1. 2 x I x h 840004519 DT651 5 1.49 1.41 1.88 1.50 143/1 44d5 474' 44413 J9 S 4 xli s"6`C 37.51 7tiG 1175 Geb 1 A x i x I h 840004295 DT435 500 1.88 1.80 1.82 1.42 2 x 1 h x F4 840004521 DT65 500 f.60 L5 1.97 1.6 77r i„l.9 (j ,14�i7 ii7f5 `i%" �f; 71 Ii64 '7x4!7 v 34Q .f 6 `�c.61 50.'14 !.73 1, x 1 /4 x h 840004303 DT441 500 1.14 1.34 1. 3 0. 6 2 x 11/2 x 1 840004535 DT653 500 1.73 1.65 2.02 1.64 i1�37:7= 4>04. r;Gd 311.86 039 SO 'G i+ 340 4394 41.c 5131 17 14 11/4 z 114 x /4 840004311 01442 500 1.45 1.45 1.6 2 2 z I h x 1 A 840 4543 DT65 500 1.90 1.82 2.10 1.8 3a.;'; 3 .3 49 n 40, 31 3450 46.16 45.13 5. s:; ;,.81 11/1, 1Ax 1 840004329 DT443 500 1.58 1.58 1.67 0.95 x 1 5-i1 th 84 4550 DT6S5 5DO 232 1.44 2.16 2.00 - i f sJj .rd U 4;r./.i 407.1 ;'<;" !1;i >Or li. r. :Ji. 51.'1 1 /4 x 1 4 x 1 h 840004337 DT445 S 1.88 1.88 1.82 1.45 2 x l h z 2 840004568 DT656 500 2.25 2.16 2.25 2.35 r;,7x 4. 3.;510 .}7%5 ;1.15 462? 1) Ai, 5� .4116"(t 310 i7I5 54.R� 5/!5 I(! 1141, z 1 /4 z 2 840004345 DT446 500 2.10 2.10 1.9 1.15 2 x 2 z hR00-576 OTd 1 500 1.49 1.4 1.88 1.60 7r?2 : 0 t457 SO,SU�iS']Si 1'S ,1.15 0.73 1 h x l x h 840004352 DT531 500 1.41 1.34 1.66 0.95 2 x x 4 4 45 4 DT66 500 1.60 1.60 1.97 1,6 4ii>'{ •„ .3456' 36.EI ^dfi4'. 1" f43 50sJOr20 ?450 4054 40.61 5U0� '1Ih 1 hx 1 x % 8400 4360 D 53 5 1.52 1.37 1.15 1.14 2 x 2z 1 840004599T UT663 l./3 1.73 2.02 1.85 "1,:2,91 345f 3361 3; 66 44.45 O.�2 40 X 3r;"i ?2 ifj ,; -" 426ZL ; 7 ^1 1 h x Ix I 840 4378 OTS 3 500 1.65 1.50 1.80 1.17 2 x 2 x 11/4 840004600 OT664 500 1190 1.90 2.10 2.04 4 z?{ r't 3451; dI 9' ,8 ; 5 %7 053 40x50,•3? 45G 44_e5 4247 �t 41 0 1 h z 17 1 /4 840004386 DT534 500 1.82 1.67 1.88 1.34 x 2 x 1112 840004618 OT665 5D0 .0 2.02 2.16 2.18 3Ai() f '+ ;47 775 tt i 50x552=' 34 0 7,41 4;.45 99 l h x l x l h 840004394 DT535 500 1.44 1.80 1.94 1,45 MOO x h DT667 5 2.60 2.60 2.39 3.61 9Cs J?xa? 3450 452:9 7:11 4916 Om' 50; i0I 3450 i ,X4) 4445 I4•+ 1 h zt /4 x h 840 44 2 DT541 500 1.41 1,34 1.66 1.05 2 h x 2 -X-3/,- OT762 500 Id q 1.60 2.32 2.26 'Qz31ti5 145D 3.81 3404 '11h "d8 5.48'20 ;sot I W x1 4 x 1/4 840DO4410 OT542 500 1.5 1.45 1.15 1.15 MATERIAL • / Ductile iron threaded fittings are UL & ULC listed & Dimensions conform to ASME B16.3 Class 150. 9 Factory Mutual Approved for 500 psi service.Threads are NPT per ANSI/ASME B 1.20.1. FM Ductile iron per ASTM A536 Class 65,45-12. APPROVED For Listing / Approval NOTICE: Ductile iron fittings hove higher lensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe thuds which may cause leakage. Duthie details contact your iron fittings should 6e tightened three turns beyond hand tight, but no more than four turns. -Anvi[StarT" Representative. PROJECT1 1 APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, Fi= REV. 03.03.06-0014 go to www.envitstar.com or contact your local AnvilStar representative �;t �- AKStar- Flre Products DKOslon of Mva' Internadonal SPF/ANVIL Ductile Iron Submittal Sheet Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 816.3 Class 150. REDUCING COUPLING Anvil Item Universal Max. Working Dimensions Number Number Pressure A Approx. Wt. Each Nominal S'ae In. (mm) ForLiU ROVED NOME: Ductile iron Rein s have hi her (ensile sh th than thol of steel Therefore, over N htenin can cause dens to threads which cause leakage. Ductile 9 eha pipe, 9 9 9e PIPe n1°y 9 PSI (kPa) in. (mm) lbs. (kg) 1 x 1h 7i .r 15 840010755 DRC031 Soo 1.69 3.50 4797 0.39 a 13 1 X 314 ?` r ?0 840010763 1 DR[032 1 SOD 1.69 1 3450 " P7 0.53 0 ?d Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 816.3 Class 150. @ Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1. FM Ductile iron per ASTM A536 Class 65-45-12. ForLiU ROVED NOME: Ductile iron Rein s have hi her (ensile sh th than thol of steel Therefore, over N htenin can cause dens to threads which cause leakage. Ductile 9 eha pipe, 9 9 9e PIPe n1°y 9 details contact your AnvilStarn" Representative e iron Rttings should be tightened three turns lseyond hand tight, but no more than four turns. PROJECT kFORMATION: APPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, ' r;Z�a/AAML REV. 03.03 06-0017 go to www.anvilstar.com or contact your local AnvilStar representative Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range — (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Component of State of California OSHPD Approved C@ Us LISTED Material — Carbon Steel with hardened cup point set screw and Seismic Restraints System jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features — All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note — Available in Electro -Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 • Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 • Max. loads for clamp with set screw in up or down position. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 * FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 200 - "Trimline" Adjustable Band Hanger Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. • (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTm Fig. 200WON. Order By — Figure number and pipe size C @Us LISTED FM I.- 21/2 3/8 Dimensions • Weights 55/8 41/8 600 Pipe 3 Rod Size 10mm 57/8 Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/s 21/2 400 11 1 3/8 8mm or 10mm 33/8 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 27/8 400 13 11/2 3/8 8mm or 10mm 37/s 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 57/8 4 600 29 31/2 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786 5266 www.tolco.com 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: ��' 5 e ` Y2 - Job Address: D 2 - JobAddress:D Permit Number: ck �-" �1 -f ✓ice t �' lit ! !�! ) �, � S ❑ No one available for inspection: Time /�? 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: 0-1 � �' ! bv) - m C i r c. Job Address: Permit Number:ylC� `= C) e i ❑ No one available for inspection -Time 0"'i AM/PM Re -Inspection required:Lyees- to When corrections have been made, call for re -inspection at 303-234-5933 Date: fS ` �`' \ `I Inspector: `: \ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Low Voltage PERMIT - 201900867 PERMIT NO: 201900867 ISSUED: 05/02/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 05/01/2020 JOB DESCRIPTION: Commercial fire sprinkler removing one existing hoen/strobe and installing four new ceiling mount horn support and installing one new outside horn strobe. *** CONTACTS *** OWNER (303)807-5771 QUADRANT WHEAT RIDGE CORNERS, SUB (303)557-1820 ERIC WILLIAMS 190017 INTEGRITY FIRE SAFETY SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,045.00 FEES Total Valuation 0.00 Use Tax 105.95 Permit Fee 140.90 ** TOTAL ** 246.85 *** 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. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed ind th r 411 ork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 7 „ Signature o s 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 da s 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 Off-cial 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 g ntinS of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic e code or any inance 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 heatdg� COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o—ki.wheatridge.co.us FOR OFFICE USE ONLY Date: 6-12-/ /</ Plan/Permit # AO 1 g`D0- 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: -K,7211-7 Property Owner (please print): ( '(y<�T C U 7TC\ Phone: Property Owner Email: Tenant Name (Commercial Projects Only) C D (T GU T-1 tILC Property Owner Mailing Address: (if different than property address) 54.6 Address: City, State, Zip: fjg j�1Tt �i+�!''d.�L) Architect/Engineer E-mail: gyp. 08K(XAs_ Phone: / 7() ll Contractor Name: ()' �G (Z Ty F1 F -F sA �� 5 eEO iC 0 City of Wheat Ridge License #: ! ) Phone: 703 3 0 Contractor E-mail Address: MAXw is i -l_ �, �; (,�U' � ��t�6� �Tv�l SLS �i C✓ "'� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): r,1 AZ 3 ('21 Ut I(� Phone:_ -720 CONTACT EMAIL(please print): 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. l , �eYVW6 oN 6 (I) f/m IA'6 K o S-112-0 9 � 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) 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 applicati -- CIRCLE ONE: (OWNER) (CONT R) _ T ORIZED REPRESENTATI f (OWNER CONTRACT{ Signature (first and last name): DATE: Z l l Printed Name: a Cr u ITY/ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 303.557.1 20 999 2.31,13 St. Suite 3000 Denver; CO 30202 Integral to your S f ty. Because itMatters. --Safety rvic es— + � It Ijt1 i 1 SCOPE OF WORK FOR: ` h. ► COST CUTTERS rN CORNERS AT WHEATRIDGE 3727 WADSWORTH BLVD. - SUITE 127 WHEATRIDGE, CO. 80033 1. REMOVE ONE (1) EXISTING HORN/STROBE 2. INSTALLING FOUR (4) NEW CEILING MOUNT HORN/STROBE DEVICES 3. INSTALLING ONE (1) NEW OUTDOOR HORN/STROBE DEVICE NICET# 143594 Fire Alarm Systems, Level IV ? Z619 60F&--4-' Fire Alarm Monitoring .> Smoke Control Pre -Action CCTV Security Access Control Emergency Lights : VESDA Gas Detection Fire Sprinkler '? Backflows Fire Pumps Antifreeze Fire Extinguishers Kitchen Suppression <:: Special Hazards :> Fire Dept Connections Indoor Selectable - output Strobes and Horn Strobes for Ceiling Applications SpectrAlert- 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-voit operation at 15 and 15%75 candela • Field -selectable candela settings on ceiling units: 15, 15175, 30, 75, 95, 110, 115, 135. 150, 177, and 185 • Horn rated at 88+ d6A at 16 volts • Rotary switch for horn tone and three volume selections • Universal mounting plate for ceiling units • Mounting plate shorting spring feature checks wiring continuity before device installation • Electrically Compatible with legacy SpectrAlert devices • Compatible with MDL3 sync module • Listed for ceiling or wall mounting Aaencv Listinas The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the induslry. 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, ceiling -mount strobes and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature a plug-in design with rninimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation,: SpectrAlert Advance utilizes a universal mounting plate so you can mount them to a wide array of back boxes. With an onboard shorting spring, 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 �G!'p''1 moved �. LISTED APPROVED -, t 25.413.5s1)=88 thmi Imbes. :u:C:1'i (c?times, Et:rr, ?robe:, hrxnsl ;t' 5"r:' ME11.4'i2-ry„E s;robtsj :15;12 i;;[r:;be:;; 7'I's5=185 0!H9 ;hemi. acmes; The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the induslry. 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, ceiling -mount strobes and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature a plug-in design with rninimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation,: SpectrAlert Advance utilizes a universal mounting plate so you can mount them to a wide array of back boxes. With an onboard shorting spring, 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 strobes and horn strobes shall mount to a standard 4 x 4 x 1 %24nch 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,'8anch 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•Circuit- 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. 15175, 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 :ens/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 snail 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 4 11/16 x 4 11/16 x 2 1/8 -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. P'e p Standard Operating Temperature 321F 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/FWR" Operating Voltage: Range' 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range (MDL3) 8.5 to 17.5V (12 V nominal) or 16.5 to 33 V (24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling -Mount Dimensions (including legs) 6.8" diameter x 2.F high (173 mm diameter x 64 mm high) Ceiling -Blount Surface Mount Back Box Skirt Dimensions 6.9° diameter x 3.4" high (175 mm diameter x 86 mm high) (SBBCR, SBBCW) 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. AVD310101 UL Current Draw Data Candela 8--17.5 Volts DC FWR 16-•33 Volts DC FWR Standard Candela Range 15 123 128 In 71 15175 142 148 77 81 30 NA NA e^ M 15175 30 96 75 NA NA 110 153 95 NA NA 147 176 110 NA NA 6 195 115 NA NA 81 205 High 135 NA NA 228 207 Candela Range 150 NA NA 246 220 Horn Strobe Tones and Sound Output Data Switch Position Sound Pattern dB 8-175 16-33 Volts Volts DC FWR Dc 24 -Volt Nominal Reverberant Anechoic FWR DC FWR DC FWR Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal 177 185 71 73 76 NA NA 83 NA NA 94 89 281 286 Non -Temporal 251 258 0 ® DC Input 8-175 volts 15 i 15175 aa: *.;, 16--33 Volts 15 e^ M 15175 30 75 100 95 5 110 115 Temporal High 137 85 147 90 M 98 91 6 Non -Temporal Low 75 75 81 81 Temporal Medium 132 96 144 T 69 High 80 97 157 88 182 92 201 210 Temporal Low 132 Medium 143 78 66 85 77 93 154 98 179 198 207 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 Terv;porai Low 129 151 76 86 101 1600 184 194 201 Non-Temp0ral High 142 161 103 112 126 181 203 2.21 229 Non -Temporal Medium 134 155 85 9.5 110 166 189 208 216 Non -Temporal Low 132 154 80 90 105 161 184 202 211 �UL Max. Current Draw (mA Dc Input RMS), 2 -Wire 16--33 Volts 135 150 liom Strobe, 177 165 FWR Input 16-33 Volts 135 1541 177 185 Temporal High 245 259 290 297 Temporal hiigh 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 2,18 256 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 Jon -Temporal Low 238 254 291 295 Non -Temporal Low 214 229 256 262 Horn Strobe Tones and Sound Output Data Switch Position Sound Pattern dB 8-175 16-33 Volts Volts DC FWR Dc 24 -Volt Nominal Reverberant Anechoic FWR DC FWR DC FWR Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 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 75 75 81 81 88 84 96 92 T Coded High 82 82 88 88 93 92 101 101 8" Coded Medium 78 78 85 85 90 90 97 98 9' Coded Low 75 75 81 81 88 85 96 92 rSettings 7, 8, and 9 are not available on 2 -wire horn strobes. Ai DS101w7 Alert Advance Dimensions ia. Ceiling -mount horn strokes SpectrAlert Advance Ordering Information Ceiling Horn Strobes PC2R 2 -Wire Horn Strobe, Standard cd, Red PC2R-P 2 -Wire Horn Strobe, Standard cd, Red, Plain (no "FIRE") marking PC2RH 2 -Wire Horn Strobe, High cd, Red PC2W 2 -Wire Horn Strobe, Standard cd, White PC2W-P 2 -Wire Horn Strobe, Standard cd, White, Plain (no "FIRE") marking PC2W-SP 2 -Wire Horn Strobe, Standard cd, White, "Fuego" marking PC2WH 2 -Wire Horn Strobe, High cd, White PC2WH-P 2 -Wire Horn Strobe, High cd, White, Plain (no "FIRE") marking PC2WH-SP 2 -Wire Horn Strobe, High cd, White, "Fuego' PC4R 4 -Wire Horn Strobe, Standard cd, Red PC4RH 4 -Wire Horn Strobe, High cd, Red PC4W 4 -Wire Horn Strobe, Standard cd, White Celiing back box surface mount back box Modet De. SCR Strobe, Standard cd, Red SCRH Strobe, High cd, Red SCW Strobe, Standard cd, White SCW-P Strobe, Standard cd, White, Plain (no "Fire") marking SCWH Strobe, High cd, White Accessories SBBCR Surface Mount Back Box, Ceiling, Red SBBCW Surface Mount Back Box, Ceiling, White Notes: 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; 151775, 30, 75, 95, 110. and 115 candela settings. "High cd" refers to strobes that include 135, 150, 177, and 185 candela settings. TEM b -gem sant 3825 Ohio Avenue • St. Charles, IL 61)174 w=��;s;,;�as>,n;�;,�;a�.�e�,t,��,r:;o:�.v:sn �r Phone: 800-SENSOR2 • Fax: 630-377-6495 facium&r! udud inkxrmbon, i _Udiru; :n est va: Outdoor Selectable - output Horns, Strobes, and Horn Strobes for Wall Applications SpectrAlertsr Advance outdoor audible visible products are rich with features that cut installation times and maximize profits. Features • Weatherproof per NEMA 4X, IP56 • Listed to UL 1633 (strobe) and UL 464 (horn) • Compatible with System Sensor synchronization protocol and legacy SpectrAlert products • Field -selectable candela settings: 15, 15175, 30, 75. 95, 110: 115, 135, 150, 177, Arid 135 • Automatic selection of 12- or 24 -volt operation at 15 and 15/75 candela • Rotary switch for horn tone and three volume selections • Horn rated at 83+ dBA at 16 volts • Rated from -40eF to 151-F • Universal mounting plate with an onboard shorting spring that tests wiring continuity before devices are installed • Plug-in design with minimal intrusion into the back box • Tarnper-resistant construction • Listed for ceiling or wall mounting Agency Listings SIGNALING U� MEA LISTED FM MEM 73071551.187; 0utdMr sttnhas) cosl APPROVEDapproved 7195-1853:198 iiwm sInbes, S4Ci ;chiess, hon strhes, it chh'.e slmb-i S35'9a i-ld= and alert 30-23W? !dEH4520&5 E 71351853:189 (ha!ns, f,'hi^tPei A �W= SpectrAlert Advance offers the broadest line of outdoor horns, strobes, and horn strobes in the industry. With white or red plastic housings, wall or ceiling mounting options, and plain or FIRE -printed devices: SpectrAlert Advance can meet virtually any application requirement, including indoor, outdoor, 'wet, and dry applications in temperatures from -40°F to 151'F. Like the entire SpectrAlert Advance line, outdoor morns, strobes, and horn strobes for wall applications include a variety of features that increase application flexibility and simplify installation. First, field -selectable settings, including candela, automatic selection of 12- or 24 -volt operation, horn tones, and three volume options enable installers to easily adapt devices to meet requirements. Next, SpectrAlert Advance devices use a universal mounting plate for both wall and ceiling applications. This mounting plate includes an onboard shorting spring that ensures wiring continuity before devices are installed, so installers can verify proper wiring without mounting the devices and exposing them to potential construction damage. Once the plates are mounted, all SpectrAlert Advance devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes (metal back boxes are available separately) that accommodate in -and - out wiring for daisy chaining devices. Plastic back boxes feature removable side flanges and improved resistance to saltwater corrosion. Knock -outs located on the back eliminate the need to drill holes for screw-in mounting. Plastic and metal weatherproof back boxes come with �%.-inch top and bottorn, conduit entries and 34 --inch knock -outs at the back. A screw-in NPT plug with an O-ring gasket for a watertight seal is included with each back box. SpectrAlert Advance Outdoor Horn, Strobe, and Horn Strobe Specifications General SpectrAlert Advance outdoor horns, strobes, and horn strobes shall mount to a weatherproof 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•Circuit- 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 (,nodule, 12 -volt -rated notification appliance circuit outputs shall operate between 9 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 17 and 33 volts. Outdoor SpectrAlert Advance products shall operate between -40 and 151 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, 15175, 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. The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The strobe shall be suitable for use in wet environments. 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 A?nericans 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 lenslreflector 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 shall be set by a multiple position switch. On four -wire products, the strobe shall be powered independently of the sounder. The horn or horn strobe models shall operate on a coded or non -coded power supply. The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The horn strobe shall be suitable for use in wet environments. Operating Temperature -40°F to 151 °F (-40°C to 66`C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DCIFWR or regulated 24 DC!FWRI Operating Voltage Rangel 8 to 17.5 V (12 V norninal) or 16 to 33 V (24 V nominal) input Terminal Wire Gauge 12 to 18 AWG Wail -Mount Dimensions (including lens) 5.6" L x 4.7' W x 2.5-D (142 mm L x 119 mrnW 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 Weatherproof Back Box Dimensions (SA-WBB) 5.7-L x 5.1-W x 2.0-D (145 mm L x 130 rnm W x 51 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. R S, RC, and SC products will operate at 12 V nominal only for 15 and 15,175 cd. AVOS912G1 UL Current Draw Data Candela 8-17:5 Volts DC FWR 16-33 Volts DC FWR Standard 15 123 128 66 71 Candela 15175 142 148 77 81 Range30 NA NA 94 96 75 NA NA 158 153 95 NA NA 181 176 110 NA NA 202 195 115 NA NA 210 205 8-1Z5 volts 16-33 Volts Sound Pattern dB DC FWR DC FWR Temporal High 57 55 69 75 Temporal Medium 44 49 58 69 Temporal Low 38 44 44 48 Non -Temporal High 57 56 69 75 Non -Temporal Medium 42 50 60 69 Non -Temporal Low 41 44 50 50 Coded High 57 55 69 75 High 135 NA NA 228 95 207 110 Coded Medium 44 51 56 69 Candela 150 NA NA 246 177 220 185 Coded Low 40 46 52 50 Range 177 NA NA 281 80 251 86 86 96 96 3 Temporal 185 NA NA 286 76 258 80 94 89 4 Non- High 8 : 82 88 88 M-1114 •- 101 rs 8t Ternporal Medium 82 8-17.5 Volts 88 16-33 Volts 93 92 100 100 DC Input 15 15f75 15 15/75 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-Ternporal Mediurn 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 Ternporal 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 3 > a•® :a a 16-33 Volts 15-33 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 Ternporal 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 Nen-Temporal High 233 248 275 281 Non -Temporal Medium 242 259 293 299 Non -Temporal Medium 219 232 262 267 Nan -Temporal Low 238 254 291 295 Non -Temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures: listed - . : > > . $ s= candela ratings must be reduced in accordance with 8-17.5 16-33 24 -Volt Nominal this table. Switch Sound volts Volts Reverberant Anechoic Listed Candela I Candela rating at -40°F 15 15175 30 Do not use below 32'F 75 44 95 70 110 110 115 115 135 135 150 150 177 177 185 185 Position Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 94 89 4 Non- High 82 82 88 88 93 92 101 101 8t Ternporal Medium 82 82 88 88 93 92 100 100 5 Non- Medium Temporal 78 78 85 85 90 90 98 98 6 Non- Low Ternporal 75 75 61 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 75 75 81 81 88 85 96 92 rSettings 7.8. and 9 are not available on 2 -wire horn strobe. AD15010» SpectrAlert Advance Diagrams 4.7" 2.5" l 5.6' Wall -Mount Horn Strobes II erpro f Back Box Wall -Mount Barn Strobe with Plastic Weatherproof Back Hoo SpectrAlert Advance Ordering Information Wali Horn Strobes Wr• P213K" 2 -Wire Horn Strobe, Standard cd, Red, Outdoor (includes plastic iveatherproof back bar) P2RHK't 2 i"dire Horn Strobe, High cd. Red. Outdoor (includes plastic wealherproof back box) P2WK°t 2 -Wire Horn Strobe, Standard cd. White, Outdoor (include:; plastic weatherproof back box) PP VHK* 2-Wire Horn Strobe, High cd. White: Outdoor (includes plastic weatherproof back box) P4RK4: 4 Wdire Horn Strobe, Standard cd, Red, Outdoor (includes plastic V,•eatherproof back box) P4WK 4 -Wire Horn Strobe, Standard cd. White, Outdoor (includes plastic weatherproof back box) P2RHK-12,) 2 -;Hire Horn Strobe, High cd. Red. Outr1r:x r, 120 V (includes plastic weatherproof back box) Walt Strobes SRK't Strobe, Standard cd. Red. Outdoor (includes plastic weatherproof back box) SRHK't Strobe. High cd, Red, Outdoor (includes plastic weatt'lerproof back box) SWK'' Strobe, Standard cd, Vd11 Outd<:or (includes plastic weattrerproof back box) SWHK't Strobe, Hiah cd, V1&te, Outdoor (includes plastic weatherproof back box) Home HRIO Horn. Red, Outdoor (includes plastic weatherproc•f back box) Accessories ;A-WBB Red; Metal Weatherpro:ot Back Box SA-'v"VBBW White, Metal Weatherproof Back Box Not.: Add "-P" to model n:.;mber for plan housing (no "FIRE" rnarking on coder), e a.. P2RK-P. Add -R" to r. iris number for weatherproof replacement devi is (no back box included), only for use with -weatherproof outdoor flush n is intina plate, WrP and VVTPNd Standara cT refers to strobes that inc ude 15. '5175, 30.76: 95, 110, and 115 candela settings. `High cd" refers to strobes t� at include 135, 150, 177 ,and 185 candela s:=.ttings. When replacing standard outdoor units both the device and back box must be replaced. 92C11 Cyst— . J(JJC1JFScen<'3825 Ohio Avemle.• St Chares IL 6t'74 rtln .R? Phone'800 i NSOR2 •Fax 6'30-377-6495 3/i 2 f CABLE SPECIFICATIONS DESCRIPTION 14 AWG 2 Conductor Bare Copper, Twisted, Non -Shielded Plenum Fire Alarm, FPLP (UL) CONDUCTOR 14 (Solid Bare Copper) INSULATION Low -Smoke PVC .010" COLOR CODE Black/Red LAY LENGTH 3.75" LHL (3.2 TPF) SHIELD N/A DRAIN WIRE N/A JACKET Low -Smoke PVC .018 �i JACKET COLOR Red Jacket with Yellow Stri :0 MARKING FIRE/LIFE SAFETY CONTROL CABLE INIT. j IND. DEVICE / ZONE A 8,C D E 0 1 2 3 4 5 6 7 8 9 14 AWG FPLP (UL) ROHS MADE IN THE IDSA mlr OVERALL DIAMETER .206" Nom (ice r I € . CABLE WEIGHT 36 Lbs/Mft. CAPACITANCE 26 pF/Ft. Nom. IMPEDANCE 72 Ohms "twit , DC RESISTANCE 2.57 Ohms/Mft @ 20 deg. C§ . i s Y• .M.a. l TEMPERATURE RATING 0 C to 75 C / 300 Volt" a INDUSTRY STANDARD" �r FLAME RATING Approved For Plenum Use Without Conduit Per NFPA 2 i2 Flame Test AGENCY APPROVALS NEC Article 800; FPLP (UL), RoNS Compliant, Made in the USA ' All specifications referenced are nominal measurements unless otherwise noted. o 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: 05 �'�"'t. { `'� Job Address: Permit Number: ( �� ❑ No one available for inspection: Time;_:'_M PM Re -Inspection required: Yes%No� t� When corrections have been made, ca oure-ins ection at 303-234-5933 Da Z i—Inspe ct d DO NOT tREMOVE THIS NOTICE 9 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSePECTIQ aNOT�QE IJI- C.� S )) Inspection Type: �� its i�'i e s -P /emir" Job Address: _�7'�7 IaJa�s►,/pr�/,,iv� iay Permit Number: c"� 01 cl n 0 3 b l L No one available for inspection: Time = AM/ M Re -Inspection required: &eNo When corrections have been made, call for re -inspection at 303 -234 - Date: 9L30 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 INSPEC ONOTIK 0 vql� . _ E Inspection Type: -3(-7- Q v v m e Job Address: -3-7-97 h a W r4A Permit Number: -;9 0 /'7 0 0 1 /,, I ❑ No one available for inspection: Time Re -Inspection required: Yesjo *When corrections have been made, call for re -inspection at 303-234-5933 Date: -'-)I'd U ! / 9 Inspector: 9 t) DO NOT REMOVE THIS NOTICE M i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _320- / Job Address: 73-20-7 La styer4 Rh. 13z4 Permit Number: -9 p ).9 o O 3& j �, MIIIIWMAP. ❑ No one available for inspection: Time a ='� 619113M Re -Inspection required: es? No When corrections have been made, call for re -inspection at 303-234-5933 Date: -q % 9 IIJ 9 Inspector: -T- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NSQT�E -so)- o uq h Inspection Type: ► 3 ' 1 P)✓nI t'l< Job Address: 3-7V'7 Permit Number: a®) Cf 0 p 3 1a 1 ❑ No one available for inspection: Time _ 0-7 OPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: /J7 / Inspector: -T-A DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE c Inspection Type:' Job Address: v. 1 Permit Number: ❑ No one available for inspection: Timms-': /PM Re -Inspection required: Yes `No When corrections have been mad6; ca4 for re -inspection at 303-234-5933 Date: '"— Inspe6t i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �-Q Job Address: -3 7d- 7 �lf�► a�rr/1� 51U � �� Permit Number: ?-0190,0 i l ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes01for When corrections have been made, re -inspection at 303-234-5933 Date: L ,11 Inspector: hid 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: P1VM.11 LO I 1h i _ T -t Job Address: x-7? 7 Gt1 c r.��L4 9 t t'd 1-01-1 Permit Number: -9 C / 010 0 '3 (� ) ❑ No one available for inspection: Time M, M Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303 -234 - Date: L/ / D //RInspector: c � DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900361 PERMIT NO: 201900361 ISSUED: 04/04/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 04/03/2020 JOB DESCRIPTION: Commercial tenant finish with new interior partitions mechanical, electrical and plumbing. No change to exterior. 1,148 square feet. Tenant: Cost Cutters *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS, GC (719)266-8004 STEVE & TERRY LOGAN 190082 SKYLINE CONSTRUCTION CO. INC SUB (719)491-0226 BRUCE DANIELS 190074 PIPE RITE PLUMBING & HEATING SUB (719)650-7442 PAUL BOULTON 190080 BOULTON ELECTRICAL SERVICES SUB (303)452-4146 MIKE GEMEINHARDT 019772 NORTHGLENN HEATING & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 Plan Review Fee 735.83 Use Tax 2,100.00 Permit Fee 1,132.05 ** TOTAL ** 3,967.88 *** COMMENTS *** *** CONDITIONS *** 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 Comm. Tenant Finish PERMIT - 201900361 PERMIT NO: 201900361 ISSUED: 04/04/2019 JOB ADDRESS: 3727 Wadsworth Blvd Suite 124 EXPIRES: 04/03/2020 JOB DESCRIPTION: Commercial tenant finish with new interior partitions mechanical, electrical and plumbing. No change to exterior. 1,148 square feet. Tenant: Cost Cutters I, b my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationsa applicable building codes, and all applicable municipal codes, policies and procedures, and that l 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 ttest that I am legally authorized to include all entities named within this document as parties to the work to be perforyn50 and that X11 work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of--'OW'NER 'CONTRACTOR (Circle one) Date ` I. This permit was issue ,based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance.�ith those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365-ad`s"aftei 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, issuance or g panting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any p�icab e code o y 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. FOR OFFICE USE ONLY Date: e City of W heat R,A, e q, 6 COMMUNITY D[VELOPM_ R E C LZ YC Plan/Permit # Building & Inspection Services 7500 W. 29t1 Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 peP Inspection Line: 303-234-5933 Email: perm its(d_�ci.wheatridge.co.us 0-40 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3727 Wadsworth Blvd, Suite 124, Wheat Ridge, CO 80033 Property Owner (please print): Mike Reding Phone: 303-709-5106 Property Owner Email: mreding@quadrantcolorado.com Tenant Name (Commercial Projects Only) Cost Cutters Property Owner Mailing Address: (if different than property address) Address: 981 Southpark Dr City, State, Zip: Littleton, CO 80120 Architec ngineer: The Dimension Group- Stayton Wood, AIA rc Itec ngineer E-mail: Contractor Name: TBD dmurphree@dimensiongrp.com Phone: 214-343-9400 City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Britney Bennett Phone: 214-343-9400 CONTACT EMAIL(p/ease print): bbennett@dimensiongrp.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. 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. The proposed Cost Cutters hair salon is located at 3727 Wadsworth Blvd, Suite 124, Wheat Ridge, CO 80033. This 1,148 sq. ft. space is fully sprinklered. Cost Cutters hair salon provides a wide range of hair services, which includes men's haircuts, women's haircuts, kid's haircuts, color services and waxing. No demolition work will be performed within this space. The tenant's general contractor will construct new interior partitions. This space will also require mechanical, electrical and plumbing work performed by the tenant's general contractor. No changes will be made to the exterior of the building at this location. The Cost Cutters' hours of operation will be the following: 10 am -9 pm Monday -Friday, 10 am- 6 pm Saturday, 11 am- 5 pm Sunday Sq. FULF I / I-1 cJ BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: B Construction Type: VB Occupancy Load: 12 Square Footage: 1,148 sq. ft. Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 100,000.00 OWNER/CONTRACTOR SIGNATtiRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pen -nit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or D REPRES ofWNfE� (CONTRACTOR) Signature (first and last name): DATE: L/2_7 Printed Name: Britney Bennett DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: !-"? Reviewer: BUILDING DEPARTMENT COMMENTS: A ry m v e «crrr J, W (_4 ` j CC) .C) n_%: (1 S CvV ft PUBLIC WORKS COMMENTS: Reviewer: t CONSTRUCTION TYPE: � Building Division Valuation: 4 KV7 C, C C% City of 14 W h6a �Te SUB -CONTRACTOR AUTHORIZATION FORM . . .. . . . ........... ....... ........ This formmust be signW-By each suh-__66-t—ract6r. This form will not he accepted with missing information. Subcontractor's Ciq., of Wheat Ridge License number must he provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Permit?*: I Electrical Sub -Contractor I Company Name: State License 4: Master 0, Wheat Ridge License #': (required field) Signature of Authorized Agent Date I'lumbing Sub -Contractor Company.Nanie; Phone #f: State License Master Wheat Ridge License (required field) Signature of Authorized Agent Date ItMechanical Contractori, Q, ompany ame� CNPhone- z - 7 1 Wheat Ridue l.icense#:, CNI (required field) Z Sionaeure o"uthorized Agent Date Citv of Wh6atl le s DEVELOPMENTmmuNay "'r` This form must be signed by each su ontractor. This foram will not he 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. 5a�a,�o General Contractor: I Electrical Sub -Contractor I Company Name: Phone #: State License #: Wheat Ridge License #: Signature of Authorized Agent Master N: (required field) Date Plumbing Saab -Contractor Company Name: E4 P .. a ! ,a`raiIIPhane J State License #: 71' e 0�Q^0L 13 'a Z- Master #: A z f !? r Wheat Ridge License #: 066 (required field) Signature of Authorized Agent [Mechanical Contractor Company Name: F1 I Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wh6at ljd<�Y(% �gl 'J�Jtj .__.��Caw,,iu!NiTy DEVELOP This form'mu't 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. 4, 1; ,� 7 Project Address: 5I11I Permit #: General Contractor: S K y L/ V Ce ., I 1 5 —1 lecrrical Sub -Contractor Company Name: 6,'�:L76,q E(_QC_ Phone #: -7i 1- L-IS71 4!:: � - 7 � 4 2— ��7 - �, - State License #: I-Ij �D ?Master #: 3 14E _? Wheat Ridge License (required fiek""), n _t u r _eo f- _thorized Agent Date IPlumbing Sub -Contractor Company Name: State License #: Phone #: Master #: Wheat Ridge License #:__ (required field) Signature of Authorized Agent Mechanical Contractor Company Name: Date Phone: Wheat Ridge. License #: (required field) Signature of Authorized .gent U COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: WHEAT RIDGE CORNERS 3765 WADSWORTH BLVD WHEAT RIDGE, CO 80033 Allowed Interior Lighting Power 2015 IECC SUPERCUTS Alteration Owner/Agent: A Area Category Designer/Contractor: The Dimension Group 10755 Sandhill Road Dallas, TX 75238 214-343-9400 B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -SALON (Retail) 1149 1.26 1448 Total Allowed Watts = 1448 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. SALON ( Retail 1149 sq.ft.) LED 1: A1: 2X4 LED TOFFER: Other: 1 54 10 540 LED 1 copy 1: A2: 2X4 LED TOFFER EMERGENCY: Other: 1 54 4 216 Track lighting 1: T1: TRACK LIGHTS: Wattage based on current limiting device capacity 0 0 400 400 Total Proposed Watts = 1156 Interior Lighting PASSES Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 02.13.19 Name - Title Signature Date Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 1 of 11 n�( COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: WHEAT RIDGE CORNERS 3765 WADSWORTH BLVD WHEAT RIDGE, CO 80033 Mechanical Systems List 2015 IECC SUPERCUTS Wheat Ridge, Colorado 5b Alteration Owner/Agent: Designer/Contractor: The Dimension Group 10755 Sandhill Road Dallas, TX 75238 214-343-9400 Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 130 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 58 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: Unspecified Water Heater 1: Electric Storage Water Heater, Capacity: 52 gallons w/ Heat Trace Tape Installed Proposed Efficiency: 0.86 SL, %/h (if > 12 kW), Required Efficiency: 0.82 SL, %/h (if > 12 kW) Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 02.13.19 Name - Title Signature Date Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\Com Check\SC 62320 wheat ridge co.cck Page 2 of 11 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.lD C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR3]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the service water heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 1 !High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 3 of 11 # I Footing/ Foundation Inspection Complies? I Comments/Assumptions & Req.ID C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply. 5, future connection to controls. Freeze ❑Does Not C403.2.4. ;protection systems have automatic 6 controls installed. ❑Not Observable [FO9]3 ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 4 of 11 Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, 'to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies Requirement will be met. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 (Automatic ❑Not Applicable C404.6.1, time switches installed to ❑Complies Requirement will be met. C404.6.2 automatically switch off the ❑Does Not [PL3]1 recirculating hot-water system or heat ❑Not Observable trace. ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not ;that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating cycle. ❑Not Applicable C404.6.3 ; Pumps that circulate water between a ❑Complies Requirement will be met. [PL7]3 heater and storage tank have controls ❑Does Not ;that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.7 ' Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated -water supply ❑Does Not ;pipe back to the heated -water source ❑Not Observable 'through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and ,limits the temperature of the water entering the cold -water piping to ;104°F. C404.7 ; Water distribution system that pumps ❑Complies Requirement will be met. [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable 'through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have ,controls that start the pump upon ,receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water !entering the cold -water piping to !104°F. Additional Comments/Assumptions: 1 JHigh Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 5 of 11 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 Thermally ineffective panel surfaces of ❑Complies Requirement will be met. [ME41]3 'sensible heating panels have ❑Does Not iinsulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.12 : HVAC fan systems at design ❑Complies Requirement will be met. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑Not Observable See the Mechanical systems list for values. system bhp. ❑Not Applicable C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies Requirement will be met. .3 67. The total efficiency of the fan at []Does Not [ME117]2 the design point of operation <= 15% ❑Not Observable ,of maximum total efficiency of the fan. ❑Not Applicable C403.2.13 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.3 . HVAC equipment efficiency verified. ❑Complies see the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. Fault detection and diagnostics ❑Complies Requirement will be met. 7 installed with air-cooled unitary DX ❑Does Not [ME113]2 units having economizers. ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies Exception: Requirement does not apply. 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.6. ; Enclosed parking garage ventilation ❑Complies Requirement will be met. 2 has automatic contaminant detection ❑Does Not [ME115]3 ; and capacity to stage or modulate ❑Not Observable ;fans to 50% or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies Requirement will be met. [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable ❑Not Applicable C403.2.8 "Kitchen exhaust systems comply with ❑Complies Requirement will be met. [ME116]3 replacement air and conditioned ❑Does Not ;supply air limitations, and satisfy hood ❑Not Observable 'rating requirements and maximum ,exhaust rate criteria. ❑Not Applicable C403.2.9 HVAC ducts and plenums insulated. ❑Complies Exception: Requirement does not apply. [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation Inspection. ❑Not Applicable C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 1 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 6 of 11 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.3 Air economizers provided where ❑Complies Requirement will be met. [ME62]1 required, meet the requirements for ❑Does Not design capacity, control signal, ventilation controls, high -limit shut-off, ❑Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.4.4. ,' Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable see the Mechanical Systems list for values. ❑Not Applicable C408.2.2. ;Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.5, ,Refrigerated display cases, walk-in ❑Complies Requirement will be met. C403.5.1, coolers or walk-in freezers served by ❑Does Not C403.5.2 remote compressors and remote [ME123]3 'condensers not located in a ❑Not Observable condensing unit, have fan -powered ❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 7 of 11 Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 Lighting controls installed to uniformly ❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in []Complies Requirement will be met. [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3 [EL23]2 manual controls readily accessible and visible to occupants. ❑Not Observable []Not Applicable C405.2.2. ,Automatic controls to shut off all ❑Complies Requirement will be met. 1 'building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies Requirement will be met. [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies Requirement will be met. C405.2.3. equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies Requirement will be met. C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable C405.2.3. 3 controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and separated from general lighting. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ❑Complies Exception: Requirement does not apply. [EL6]1 face. ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 8 of 11 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. :systems and equipment to the ❑Does Not 2 [FI17]3representative. building owner or designated ❑Not Observable ❑Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. 'systems within 90 days of system ❑Does Not 3 ;acceptance. [F[8]3 ❑Not Observable ❑Not Applicable C403.2.2 , HVAC systems and equipment ❑Complies Requirement will be met. [F127 ]3 ;capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑Not Applicable C403.2.4. ,'. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 'Minimum one humidity control device ; per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. C403.2.4. 'Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 1.2 deadband. ❑Does Not [F138]3 ❑Not Observable ❑Not Applicable C403.2.4. ;Temperature controls have setpoint ❑Complies Requirement will be met. 1.3 overlap restrictions. ❑Does Not [F120]3 ❑Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. 2 controls using automatic time clock or ❑Does Not [F13913 programmable control system. ❑Not Observable ' 'Automatic []Not Applicable C403.2.4. Controls: Setback to 55°F ❑Complies Requirement will be met. 2.1, (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10 -hour ❑Not Observable 2.2 [F140]3 backup ❑Not Applicable C404.3 Heat traps installed on supply and ❑Complies Requirement will be met. [FI11]3 'discharge piping of non -circulating ❑Does Not systems. ❑Not Observable ❑Not Applicable C404.4 All piping insulated in accordance with ❑Complies Requirement will be met. [F125 12 section details and Table C403.2.10. ❑Does Not []Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts are less than or equal to allowed ❑Not Applicable watts. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 7 3 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 9 of 11 Section _ # Final Inspection Complies? Comments/Assumptions & Recl.ID C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. ❑Does Not [FI3111 []Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI1011 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32]1 ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F12911 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. 1 Furnished HVAC as -built drawings ❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ; Furnished as -built drawings for ❑Complies Requirement will be met. 1 :electric power systems within 90 days ❑Does Not [FI16]3 ;of system acceptance. []Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [FI30]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [FI33]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 7 3 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 10 of 11 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: SUPERCUTS �. Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: WHEAT RIDGE CORNERS The Dimension Group 3765 WADSWORTH BLVD 10755 Sandhill Road WHEAT RIDGE, CO 80033 Dallas, TX 75238 214-343-9400 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -SALON (Retail) 1149 1.26 1448 Total Allowed Watts = 1448 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. SALON ( Retail 1149 sq.ft.) LED 1: Al: 2X4 LED TOFFER: Other: 1 54 10 540 LED 1 copy 1: A2: 2X4 LED TOFFER EMERGENCY: Other: 1 54 4 216 Track lighting 1: T1: TRACK LIGHTS: Wattage based on current limiting device capacity 0 0 400 400 Total Proposed Watts = 1156 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 02.13.19 Name -Title Signature Date Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cckr Page` 1 of 11 U COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: WHEAT RIDGE CORNERS 3765 WADSWORTH BLVD WHEAT RIDGE, CO 80033 Mechanical Systems List Quantity System Type & Description 2015 IECC SUPERCUTS Wheat Ridge, Colorado 5b Alteration Owner/Agent: Designer/Contractor: The Dimension Group 10755 Sandhill Road Dallas, TX 75238 214-343-9400 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 130 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 58 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: Unspecified Water Heater 1: Electric Storage Water Heater, Capacity: 52 gallons w/ Heat Trace Tape Installed Proposed Efficiency: 0.86 SL, %/h (if > 12 kW), Required Efficiency: 0.82 SL, %/h (if > 12 kW) Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. % �� — 02.13.19 Name - Title Signature Date Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 2 of 11 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR3]1 calculations provide all information []Does Not with which compliance can be ❑Not Observable determined for the service water ❑Not Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 11 High Impact (Tier 1) 12 1Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 3 of 11 Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Rea.ID C403.2.4. Snow/ice melting system sensors for ❑Complies 5, future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic 6 I controls installed. ❑Not Observable [FO913 ❑Not Applicable Additional Comments/Assumptions: Exception: Requirement does not apply. 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 4 of 11 Section # Plumbing Rough -in Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies Requirement will be met. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.6.1, Automatic time switches installed to ❑Complies Requirement will be met. C404.6.2 automatically switch off the ❑Does Not [PL3]1 recirculating hot-water system or heat ❑Not Observable trace. ❑Not Applicable C404.6.3 ! Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 :heater and storage tank have controls ❑Does Not ;that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.6.3 ; Pumps that circulate water between a ❑Complies Requirement will be met. [PL7]3 heater and storage tank have controls ❑Does Not ;that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating cycle. ❑Not Applicable C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source []Not Observable ;through a cold -water supply pipe is a demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon `receiving a signal from the action of a user of a fixture or appliance and ;limits the temperature of the water entering the cold -water piping to ;104°F. C404.7 'Water distribution system that pumps ❑Complies Requirement will be met. [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a 'demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and 'limits the temperature of the water entering the cold -water piping to 104°F. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 5 of 11 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.iD C402.2.6 'Thermally ineffective panel surfaces of ❑Complies Requirement will be met. [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.12HVAC fan systems at design ❑Complies Requirement will be met. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑Not Observable see the Mechanical systems list for values. ;system bhp. ❑Not Applicable C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies Requirement will be met. .3 167. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the ❑Not Applicable fan. C403.2.13 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. Fault detection and diagnostics ❑Complies Requirement will be met. 7 installed with air-cooled unitary DX ❑Does Not [ME113]2 units having economizers. ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies Exception: Requirement does not apply. 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.6. ; Enclosed parking garage ventilation ❑Complies Requirement will be met. 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate ❑Not Observable fans to 50% or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies Requirement will be met. [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable ❑Not Applicable C403.2.8 ; Kitchen exhaust systems comply with ❑Complies Requirement will be met. [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood ❑Not Observable rating requirements and maximum ❑Not Applicable exhaust rate criteria. C403.2.9 HVAC ducts and plenums insulated. ❑Complies Exception: Requirement does not apply. [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation ❑Not Applicable Inspection. C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 6 of 11 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.3 Air economizers provided where ❑Complies Requirement will be met. [ME62]1 required, meet the requirements for ❑Does Not design capacity, control signal, ventilation controls, high -limit shut-off, ❑Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME11013 pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values. 'Air ❑Not Applicable C408.2.2. outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases, walk-in ❑Complies Requirement will be met. C403.5.1, coolers or walk-in freezers served by ❑Does Not C403.5.2 ;remote compressors and remote ❑Not Observable [ME123]3 condensers not located in a condensing unit, have fan -powered ❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 7 of 11 Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 Lighting controls installed to uniformly ❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met. [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all []Does Not 3 manual controls readily accessible and ❑Not Observable [EL23]2 visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies Requirement will be met. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies Requirement will be met. [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies Requirement will be met. C405.2.3. equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑Not Observable 2 []Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies Requirement will be met. C405.2.3. under skylights and rooftop monitors []Does Not 1, are equipped with required lighting ❑Not Observable C405.2.3. 3 controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and separated from general lighting. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ❑Complies Exception: Requirement does not apply. [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 8 of 11 Section I�� -...� _. # Final Inspection � 7 Complies? Comments/Assumptions 1 & Req.ID C303.3, Furnished 0&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 [1`I17]3 building owner or designated representative. ❑Not Observable ❑Not Applicable C303.3, Furnished 0&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. 'systems within 90 days of system ❑Does Not 3 ;acceptance. [FI8]3 ❑ Not Observable ❑Not Applicable C403.2.2 !HVAC systems and equipment ❑Complies Requirement will be met. [F127 ]3 :capacity does not exceed calculated ❑Does Not ;loads. ❑Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 ;Minimum one humidity control device ❑Not Observable ;per ' installed humidification/dehumidification ❑Not Applicable system. C403.2.4. 'Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 1.2 deadband. ❑Does Not [FI38]3 ❑Not Observable ❑Not Applicable C403.2.4. ;Temperature controls have setpoint ❑Complies Requirement will be met. 1.3 overlap restrictions. ❑Does Not [FI20]3 [-]Not Observable ❑Not Applicable C403.2.4. ; Each zone equipped with setback ❑Complies Requirement will be met. 2 controls using automatic time clock or ❑Does Not [F]39]3 ; programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. ;Automatic Controls: Setback to 55°F ❑Complies Requirement will be met. 2.1, (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10 -hour ❑Not Observable 2.2 ;backup [F140]3 ❑Not Applicable C404.3 Heat traps installed on supply and ❑Complies Requirement will be met. [F[11]3 .discharge piping of non -circulating ❑Does Not systems. ❑Not Observable ❑Not Applicable C404.4 All piping insulated in accordance with ❑Complies Requirement will be met. [F125]2 section details and Table C403.2.10. ❑Does Not ❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 9 of 11 Section- # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. ❑Does Not [FI3111 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32]1 ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F129]1 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. ; Furnished HVAC as -built drawings ❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [F17]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ; Furnished as -built drawings for ❑Complies Requirement will be met. 1 electric power systems within 90 days ❑Does Not [F116]3 ;of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F143]1 - systems. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [F13011 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [F13311 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: SUPERCUTS Report date: 02/13/19 Data filename: L:\Regis\19045 - CC#62320 Wheat Ridge, CO\06 MEP\ComCheck\SC 62320 wheat ridge co.cck Page 10 of 11 Britney Bennett From: NoReply@mobile-eyes.com Sent: Monday, March 4, 2019 9:07 AM R E C �- To: Britney Bennett Subject: Permit application accepted - West Metro Fire Protection District Follow Up Flag: Follow up Flag Status: Flagged Your permit request for Cost Cutters at STE 124, 3727 Wadsworth Boulevard Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190304001 Description: The proposed Cost Cutters hair salon is located at 3727 Wadsworth Blvd, Suite 124, Wheat Ridge, CO 80033. This 1,148 sq. ft. space is fully sprinklered. Cost Cutters hair salon provides a wide range of hair services, which includes men's haircuts, women's haircuts, kid's haircuts, color services and waxing. No demolition work will be performed within this space. The tenant's general contractor will construct new interior partitions. This space will also require mechanical, electrical and plumbing work performed by the tenant's general contractor. No changes will be made to the exterior of the building at this location. 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. LETTER OF TRANSMITTAL DIMENSION TO: City of Wheat Ridge Community Development 7500 W. 29th Ave. Wheat Ridge, CO 80033 303-235-2855 WE ARE SENDING YOU VIA ©PRINTS TRACINGS REPORTS COST ESTIMATES UPS DATE: 1 -Mar -19 RE: Cost Cutters #62320 3727 Wadsworth Blvd, Suite 124 Wheat Ridge, CO 80033 JOB #: 19-045 THE FOLLOWING ITEMS: COPY OF LETTER COPIES SPECIFICATIONS OTHER DWG. NO. COPIES DESCRIPTION 2 24"x36" Signed/Sealed Construction Drawings 1 Fire department submittal confirmation 1 Check $735.83 (plan review fee) 2 ComCheck 1 Building permit application THESE DOCUMENTS ARE TRANSMITTED FOR THE PURPOSE CHECKED BELOW: APPROVED AS NOTED FOR REVIEW AND COMMENT REVISED AND RESUBMIT []FOR YOUR (USE) (FILES FOR PERMIT SUBMITTAL []FOR SIGNATURE REMARKS: Please call me if you have any questions. Thank you, Daniel Murphree 214.343.9400 RECEIVED BY: CC: File 214.343.9400 10755 Sandhill Rd Dallas, Texas 75238 ARCHITECTURE www.dimensionqrp.com CIVIL ENGINEERING MEP ENGINEERING ©AS REQUESTED FOR BIDS FOR BUILDING PERMIT 720.536.3181 720.536.3187 Fax 5600 S. Quebec St, Ste 210C Greenwood Villaqe, Colorado 80111 PLANNING 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: 3:2&2? Permit Number: Y v , ❑ No one available for inspection: Time AM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: l Inspector:�""'iZ^- DO NOT REMOVE THIS NOTICE ° b a 's7 `d `d f'1 O r rt m Il m r"; Fy.I CrJ CrJ y CrJ v�, 1 n l7 N Q F M W n° o m ONdy�� •p �'`'.� S N Pa� Zo y c w aoy z C1 o•a� Cr m 0 FA.m "x 0 n r y b7 0Oy ••, � n m° m CD 0 -9 O A 3 ^ a� o CN d z� m ° m • • � N �! S fyD O 'x m a w C3 tz• y z wrri f,. a H 0 p n o O m �]\r- 0 rt� M �� o rt w x�� n a 0 ty S S C ci P. o A a f,cr 00 + � o � rt o O •w K� a " O C% In ? W A a w O O 2 efo 0000 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: 7-9,3/SSCC 141.1a Job Address: _37 7 Permit Number: 0/%4 -)61q 0 LlNo one available for inspection: TimeM/#'M Re -Inspection required: Yes /No,- ,) CO When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:/"� ,A�,-t-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION N,P! TICE Inspection Type: ,ii`� by Job Address: 37� �%� Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When correct'1 ns twve been made, call for re -inspection at 303-234-5933 Date: /9 Inspector: -g 0 NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _q�3 E �br- Job Address: J 7� -Va �,at4j`? tld 1 a Permit Number: 26/9 7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When correct ons ve been made, call for re -inspection at 303-234-5933 �) Date: �v` � / Inspector: 00 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 t Inspection Type: qO 3 EE 11/6 E Job Address: 3 ? -)-% ily, S Permit Number: 20/ i GAG a76 ❑ No one available for ins ec on: Time /61-�C- AM/PM Re -Inspection required: Yes No When correct' ns h ve been de, call for re -inspection at 303-234-5933 r7 Date: /- / - / Inspector: �Il i DO NOT REMOVE THIS NOTICE r ` m -J�-J 131- 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 www.unitedtab.com 303.996.8650 Certified Testing, Adjusting, and Balancing Report Information Project Name: Pacific Dental Address: 377 Wadsworth Blvd. sT f ' a� Wheatridge, CO 80033 Elevation: 5,459 ft. Certified Report Date: October 2, 2018 Contractor Information Balancing Technician: Derek Hinojos Mechanical Contractor: Tin Tech Mechanical Mechanical Engineer: Not Specified Project Equipment Information Capture Hood: Alnor EBT -731 Water Meter: Alnor HM670 Architect: Not Specified Semper iideRn Veteran Owned and Operated —r—j 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 www.unitedtab.com 303.996.8650 Warranty Information Dear Customer, As we try to build our customer base and insure 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, ' 7' P6' 17 c/! lfl'J�lrl� Jeremy Merrill Owner T.A.B.B. Certified Supervisor Semper Fideffs Veteran. Owned and Operated 14142 Denver West Parkway Suite 245 Lakewood, CO 80401 www.unitedtab.com 303.996.8650 Abbreviation Index AC Air Conditioning Unit KW Kilowatt AHU Air Handling Unit LAT Leaving Air Temperature AMP or A Ampere LB Pound APD Air Pressure Drop LWT Leaving Water Temperature ATMOS Atmosphere MA Mixed Air BHP Brake Horsepower MAX Maximum BTU British Thermal Unit MIN Minimum BTUH BTU per Hour MAU Make -Up Air CFM 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 OP 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-1 I T-2 T-3 Terminal 11 Terminal 2 Terminal 3 FLA Full Load Amps TEMP or ° Temperature FPM Feet per Minute TSP Total Static Pressure FT. Feet T-Stat Thermostat HD. Head 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 Fidelis Veteran Owned and Operated United Test and Balance 1$142 Eh•n-n-j- Wk -,1 .f-,)rkwaw 51jits- 23=3 CO 80401 Phone 303.996.8650 Table Of Contents PROJECT: Pacific Dental Office - Wheat Ridge DATE: 10/2/2018 LOCATION: Wheat Ridge, CO CONTACT: Gabe Martinez PROJECT #: 2018-1649 AUTHOR: Jeremv Merrill Table Of Contents 1 Roof Top Unit........................................................................................................................................................... 1 1.1 AC-1.................................................................................................................................................................... 1 1.2 AC-1/AC-1.......................................................................................................................................................... 2 1.3 AC -2 ......................... ........ ............................................ .............................. ....................................... 3 1.4 AC-2/AC-2.......................................................................................................................................................... 4 2 Fan Unit.................................................................................................................................................................... 5 2.1 EF1-01................................................................................................................................................................ 5 2.2 EF1-02................................................................................................................................................................ 6 2.3 EF1-03................................................................................................................................................................ 7 2.4 EF1-04................................................................................................................................................................ 8 3 Pacific Dental Office Mechanical.pdf........................................................................................................................ 9 3.1 WheatRidge_BidSet 4-11-18............................................................................................................................. 3.2 GN2_WheatRidge_BidSet 4-11-18.................................................................................................................... 3.2.1 Sheets and Views......................................................................................................................................... 3.2.1.1 FLR.......................................................................................................................................................... United Test and Balance Roof Top Unit PROJECT: Pacific Dental Office - Wheat Ridge LOCATION: Wheat Ridge, CO PROJECT #: 2018-1649 SYSTEM/UNIT: AC -1 Unit Data Unit Manufacturer Carrier Unit Model Number 48HCFD08A2A5AOAOAO Unit Serial Number 2318P38498 Starter Data AC-1/Suooly Fan Starter Manufacturer Factory Installed United Fest and Balance 14:142 UN-nver Wvsl P;arkwav Suite''24i Lakvw x)d, CO 8 4b] Phone 303.996.8650 DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Data Design Airflow 3000 CFM Actual Airflow 2861 CFM Design Outside Airflow 300 CFM Actual Outside Airflow 292 CFM O/A Damper Position 3.85 Volts AC-1/SuRply Fan 208-230 Volts Actual RPM 781 RPM Motor Volts T1-T2 209 Volts Motor Volts T2-T3 208 Volts Motor Volts T1-T3 208 Volts Motor Amps T1 4.44 Amps Motor Amps T2 4.51 Amps Motor Amps T3 4.23 Amps DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Pressures Design ESP NG in. we United Test and Balance Page 1 of 9 Motor Data AC-1/SuRRly Fan Motor Manufacturer Marathon Motor Frame 56HZ Motor HP 60 HZ Motor RPM 1725 RPM Motor Rated Volts 208-230 Volts Motor Phase 3 Motor FL Amps 6.9-6.7 Amps Motor Service Factor 1.15 Test Pressures Design ESP NG in. we United Test and Balance Page 1 of 9 Sheave Data AC-1/Suonly Fan Motor Sheave Model 1 VL44 Motor Sheave Bore 5/8 in. Fan Sheave Model AFD74 Fan Sheave Bore 1 in. Number of Belts 1 Belt Size A48 Test Pressures Design ESP NG in. we United Test and Balance Page 1 of 9 United 'Test and Balance 14:142 Thmver West .Par:kway Suite 24' La- kewood, CO 8104 W -P4 Phone 303.9!..8650 Roof Top Unit PROJECT: Pacific Dental Office - Wheat Ridge DATE: 10/2/2018 LOCATION: Wheat Ridge, CO CONTACT: Gabe Martinez PROJECT #: 2018-1649 AUTHOR: Jeremy Merrill SYSTEM/UNIT: AC-1/AC-1 Tested By: Derek Hinojos Date: 10/1/2018 Test Pressures Final Filter SP In -0.42 in. w.c. Final Filter SP Out No Access in. w.c. DX Coil SP In No Access in. w.c. DX Coil SP Out -0.59 in. w.c. Supply Fan SP In -0.59 in. w.c. Supply Fan SP Out No Access in. w.c. Heat Exchanger SP In No Access in. w.c. Heat Exchanger SP Out 0.44 in. w.c. Static Pressure Profile J.42 0.-9 0 5:73 9.44 ;t F - A S � f 1 T.X1 -0.420.00 -,^,.59 0.00 0.44 AC -1 Supply Outlet Summary System/Unit Outlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Outlet -01 SD 300 486 162 294 98 Outlet -02 SD 100 222 222 100 100 Outlet -03 SD 300 323 108 288 96 Outlet -04 SD 300 347 116 284 95 Outlet -05 SD 300 259 86 279 93 Outlet -06 SD 300 175 58 288 96 Outlet -07 SD 300 195 65 277 92 Outlet -08 SD 300 197 66 284 95 Outlet -09 SD 300 244 81 290 97 Outlet -10 SD 200 156 78 195 98 Outlet -11 SD 300 328 109 282 94 Totals: 1 3000 2932 98 2861 95 United Test and Balance Page 2 of 9 Roof Top Unit PROJECT: Pacific Dental Office - Wheat Ridge LOCATION: Wheat Ridge, CO PROJECT #: 2018-1649 SYSTEM/UNIT: AC -2 Unit Data Unit Manufacturer Carrier Unit Model Number 48HCFA07A2A5AOAOAO Unit Serial Number 3118P30455 Starter Data AC -Mug Inv Fan Starter Manufacturer Factory Installed United Test and Balance 14142 C)k-n%,Pr Wvsl Park%v iv L 11%eio turd. CC) Z80401 Phone 303.911-1).2+050 DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Data Design Airflow 2400 CFM Actual Airflow 2372 CFM Design Outside Airflow 240 CFM Actual Outside Airflow 237 CFM O/A Damper Position 4.00 Volts AC-2/Supoly Fan 208-230 Volts Actual RPM 779 RPM Motor Volts T1-T2 208 Volts Motor Volts T2-T3 208 Volts Motor Volts T1-T3 208 Volts Motor Amps T1 4.44 Amps Motor Amps T2 4.71 Amps Motor Amps T3 4.91 Amps DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Pressures Design ESP NG in. we United Test and Balance Page 3 of 9 Motor Data AC-2/Supply Fan Motor Manufacturer Marathon Motor Frame 56HZ Motor HP 60 HZ Motor RPM 1725 RPM Motor Rated Volts 208-230 Volts Motor Phase 3 Motor FL Amps 8.8-8.6 Amps Motor Service Factor 1.15 Test Pressures Design ESP NG in. we United Test and Balance Page 3 of 9 Sheave Data AC-2/Suoniy Fan Motor Sheave Model 1 VM50 Motor Sheave Bore 7/8 in. Fan Sheave Model AFD84 Fan Sheave Bore 1 in. Number of Belts 1 Belt Size AX52 Test Pressures Design ESP NG in. we United Test and Balance Page 3 of 9 !' United Test and Balance 14142 IN-nver Wk -sl .I'arl:wav 5uity 24i Lakes ood. CO 8GIb1 Phone RB.'9 b.8650 Roof Top Unit PROJECT: Pacific Dental Office - Wheat Ridge DATE: 10/2/2018 LOCATION: Wheat Ridge, CO CONTACT: Gabe Martinez PROJECT #: 2018-1649 AUTHOR: Jeremy Merrill SYSTEM/UNIT: AC-2/AC-2 Static Pressure Profile Tested By: Derek Hinojos Date: 10/1/2018 Test Pressures Final Filter SP In -0.48 in. w.c. Final Filter SP Out No Access in. w.c. DX Coil SP In No Access in. w.c. DX Coil SP Out -0.55 in. w.c. Supply Fan SP In -0.55 in. w.c. Supply Fan SP Out No Access in. w.c. Heat Exchanger SP In No Access in. w.c. Heat Exchanger SP Out 0.41 in. w.c. 3.4; -.55 0. :. Design Airflow . --- Final Airflow i N �r F S AT' 395 E L 99 Outlet -02 SD 300 196 0 . 00 -11.59 0. 11 AC -2 Supply Outlet Summary System/Unit Outlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Outlet -01 SD 300 395 132 298 99 Outlet -02 SD 300 196 65 293 98 Outlet -03 SD 200 455 228 202 101 Outlet -04 SD 200 38 19 202 101 Outlet -05 SD 200 138 69 200 100 Outlet -06 SD 200 193 97 192 96 Outlet -07 SD 300 190 63 293 98 Outlet -08 SD 300 244 81 299 100 Outlet -09 SD 200 289 145 199 100 Outlet -10 SD 200 175 88 194 97 Totals: 2400 2313 96 2372 99 United Test and Balance Page 4 of 9 United rest and Balance 14142 I)ens�er WesI .ParkW ay 5itite 24i Lakewood, CO 110901 Phone 303.9%, .8650 Fan Unit PROJECT: Pacific Dental Office - Wheat Ridge LOCATION: Wheat Ridge, CO PROJECT #: 2018-1649 SYSTEM/UNIT: EF1-01 EF1-01 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Unit Data Fan Manufacturer Delta Fan Model Number ITG80 Fan Serial Number 8523V01 R Motor Volts T1-T2 Starter Data Starter Manufacturer Thermally Protected EF1-01 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Data Design Airflow 80 CFM Actual Airflow 80 CFM Actual RPM Direct Drive RPM Motor Volts T1-T2 120 Volts Motor Amps T1 0.1 Amps Suction SP No Access in. we Discharge SP Atmosphere in. we Design ESP NG in. we EF1-01 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 80 100 80 100 Totals: - 80 80 100 80 100 United Test and Balance Page 5 of 9 Motor Data Rated Airflow Capacity 80 CFM Motor HP 60 HZ Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.2 Amps Motor Service Factor 1.00 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 80 100 80 100 Totals: - 80 80 100 80 100 United Test and Balance Page 5 of 9 United Test and Balance �,� 14142 IN-nver Wvq P arkivav 5uitr 24. a Latke}s such. C'O 80401 Phone 303.91+.8650 Fan Unit PROJECT: Pacific Dental Office - Wheat Ridge DATE: 10/2/2018 LOCATION: Wheat Ridge, CO CONTACT: Gabe Martinez PROJECT #: 2018-1649 AUTHOR: Jeremy Merrill SYSTEM/UNIT: EF1-02 EF1-02 Exhaust Inlet Summary Tested By: Derek Hinojos Date: 10/1/2018 Unit Data Fan Manufacturer Delta Fan Model Number ITG80 Fan Serial Number 8523V01R Motor Volts T1-T2 Starter Data Starter Manufacturer Thermally Protected EF1-02 Exhaust Inlet Summary Tested By: Derek Hinojos Date: 10/1/2018 Test Data Design Airflow 80 CFM Actual Airflow 81 CFM Actual RPM Direct Drive RPM Motor Volts T1-T2 120 Volts Motor Amps T1 0.1 Amps Suction SP No Access in. we Discharge SP Atmosphere in. we Design ESP NG in. we EF1-02 Exhaust Inlet Summary Tested By: Derek Hinojos Date: 10/1/2018 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 81 101 81 101 Totals: - 80 81 101 81 101 United Test and Balance Page 6 of 9 Motor Data Rated Airflow Capacity 80 CFM Motor HP 60 HZ Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.2 Amps Motor Service Factor 1.00 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 81 101 81 101 Totals: - 80 81 101 81 101 United Test and Balance Page 6 of 9 ■ United Test and Balance 14142 1Vesi .Par.kwav Suite 24g ::,j1,LjjjjrjjjA Lake+, cx d. CC) 04'01 Phone AW.'9'.?t-8650 Fall Unit PROJECT: Pacific Dental Office - Wheat Ridge LOCATION: Wheat Ridge, CO PROJECT #: 2018-1649 SYSTEM/UNIT: EF1-03 Unit Data Fan Manufacturer Delta Fan Model Number ITG80 Fan Serial Number 8523V01 R Starter Data Starter Manufacturer Thermally Protected EF1-03 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Data Design Airflow 80 CFM Actual Airflow 81 CFM Actual RPM Direct Drive RPM Motor Volts T1-T2 120 Volts Motor Amps T1 0.1 Amps Suction SP No Access in. we Discharge SP Atmosphere in. we Design ESP NG in. we EF1-03 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 81 101 81 101 Totals: - 80 81 101 81 101 United Test and Balance Page 7 of 9 Motor Data Rated Airflow Capacity 80 CFM Motor HP 60 HZ Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.2 Amps Motor Service Factor 1.00 System/Unit Inlet Type Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 81 101 81 101 Totals: - 80 81 101 81 101 United Test and Balance Page 7 of 9 Fan Unit PROJECT: Pacific Dental Office - Wheat Ridge LOCATION: Wheat Ridge, CO PROJECT #: 2018-1649 SYSTEM/UNIT: EFl-04 United 'Test and Balance 14142 Lk•nvvr Wk -sl Porkwav Suitt• 24., Lztkelovood, C"O S(MI11 Phone 303.9114).66554 1 EF1-04 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Unit Data Fan Manufacturer Delta Fan Model Number ITG80 Fan Serial Number 8523V01R Motor Volts T1-T2 Starter Data Starter Manufacturer Thermally Protected EF1-04 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 Test Data Design Airflow 80 CFM Actual Airflow 82 CFM Actual RPM Direct Drive RPM Motor Volts T1-T2 120 Volts Motor Amps T1 0.1 Amps Suction SP No Access in. we Discharge SP Atmosphere in. we Design ESP NG in. we EF1-04 Exhaust Inlet Summary DATE: 10/2/2018 CONTACT: Gabe Martinez AUTHOR: Jeremy Merrill Tested By: Derek Hinojos Date: 10/1/2018 System/Unit Inlet Type Design Airflow Prelim Airflow, % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 82 103 82 103 Totals: 1 80 1 82 103 82 103 United Test and Balance Page 8 of 9 Motor Data Rated Airflow Capacity 80 CFM Motor HP 60 HZ Motor Rated Volts 120 Volts Motor Phase 1 Motor FL Amps 0.2 Amps Motor Service Factor 1.00 System/Unit Inlet Type Design Airflow Prelim Airflow, % Prelim Diff. Final Airflow % Final Diff. Inlet -01 Total 80 82 103 82 103 Totals: 1 80 1 82 103 82 103 United Test and Balance Page 8 of 9 \\ +; . w£ !� N ■ & m § { ( { \ \ \ { RM § § k § ( ( lip i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION I .OTICE Inspection Type: " q( -)F E FjOqo7 F -P Glbi LF Job Address: 37 7 LYal tvrwf� lvd 5TH l -� Permit Number: �0l900671 Date: IA Inspector: rP I DO NOT REMOVE THIS NOTICE I 11 10f City of Wheat Ridge Commercial Sign PERMIT - 201802635 PERMIT NO: 201802635 ISSUED: 10/02/2018 JOB ADDRESS: 3727 Wadsworth Blvd Suite 122 EXPIRES: 10/02/2019 JOB DESCRIPTION: Install 2 channel letter wall signs; 1 on west elevation and 1 on east elevation *** 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. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Per the master sign plan, please note: Any additional permanent signage will require separate permits. Temporary signage is subject to Article VII, Chapter 26 of the Wheat Ridge Code of Laws. Any window or door signs are considered permanent and require a separate permit. The interior application of a solid, dark color on back of house windows shall not be considered window or door signs and shall be permitted. Contact the Planner of the Day. 303-235-5931. Tenant: Wheat Ridge Dentists *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS, SUB (970)593-1334 TJ Schlosser 020639 Schlosser Signs, inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,566.00 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 137.89 Permit Fee 156.75 ** TOTAL ** 396.53 *** 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. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Per the master sign plan, please note: Any additional permanent signage will require separate permits. Temporary signage is subject to Article VII, Chapter 26 of the Wheat Ridge Code of Laws. Any window or door signs are considered permanent and require a separate permit. The interior application of a solid, dark color on back of house windows shall not be considered window or door signs and shall be permitted. Contact the Planner of the Day. 303-235-5931. City of Wheat Ridge Commercial Sign PERMIT - 201802635 PERMIT NO: 201802635 ISSUED: 10/02/2018 JOB ADDRESS: 3727 Wadsworth Blvd Suite 122 EXPIRES: 10/02/2019 JOB DESCRIPTION: Install 2 channel letter wall signs; 1 on west elevation and 1 on east elevation Tenant: Wheat Ridge Dentists 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this per g I further attes that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying Flans 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 maybe subject to a fee equal to one-half of the originalpennit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspects and shall nol Vroceed or conceal work without written approval of such work from the Building and Inspection Services nit shall not be construed to be a permit for, or an apprgval of, any violation of any provision of any or regulation of this jurisdiction. Approval of work i ubject 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. w' * City of W heat R, dge 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: permitsaci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9 )_�/ Plan/Permif # o ,(1 o Plan Review Fee: ply Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3727 Wadsworth Blvd #122 Property Owner (please print): Quadrant Wheatridge corners LLC Phone: Property Owner Email: Tenant (Commercial Projects Only) Wheatridge Dentists Property Owner Mailing Address: (if different than property address) Address: 981 South Park Dr City, State, Zip: Littleton Co 80120 Architect/Engineer: Architect/Engineer E-mail: Contractor: Schlosser Signs 02639 City of Wheat Ridge License #: Contractor E-mail Address: permit.tech2@schlossersigns.com For Plan Review Questions & Comments (please print): Phone: Phone: 970-593-1334 CONTACT NAME (please print): Sara Wilson Phone: 970-593-1334 # 406 CONTACT EMAIL(please print): Permit.tech2@schlossersigns.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. 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. Install 2 Channel Letter wail signs 1. on Wiest Elevation and 1 on East Elevation Commercial Projects Only: Occupancy Type Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) 6566.00 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 1 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 enti on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the on CIRCLE ONE: (OWNER) (CONTRAC2 R) or (A UTHOVIZED REPRESENTATIVE) of (OWNER) (CONT CTOR) Signature (first and East name): � DATE: Printed Name: Sara PlIson DEPARTMENT USE ONLY ZONING COMMMENTS: ov G ZW*'A- Reviewer: 9rs1 20 MArsT - BUILDING DEPAR T 90MMETS: Reviewer: q14113 PUBLIC WORKS COMMENTS: Reviewer: �� OCCUPANCY CLASSIFICATION. 14 s CONSTRUCTION TYPE: 61opJ rr��C Building Division Valuation: � City of `7`II hat id,�e COMMUNITY DEVELOPMENT Section 26-503. — Exterior Lighting. A. Purpose. The purpose of this section is to regulate the spillover of light and glare from exterior lighting on operators of motor vehicles, pedestrians and land uses in the proximity of the light source. With respect to motor vehicles in particular, safety considerations form the basis of these regulations. In other cases, both the nuisance and hazard aspects of glare, reflected light and incidental spillover light are regulated. This section does not apply to public street lighting or to public outdoor parks and recreation uses. B. Permit required. An electrical permit application shall be required and a permit issued prior to installation or substantial modification of any exterior lighting. The permit application shall be accompanied by information required by the uniform electrical code and additional information that may be necessary to determine potential negative effects upon adjacent properties and public streets including, but not limited to, a plot plan showing location and orientation of lighting standards, building elevations showing location and orientation of lighting standards, lighting standard specifications including height, type (i.e., cutoff, non - cutoff, spot, floodlight, etc.), peak candlepower diagram, and any shielding devices to be incorporated so as to minimize incidental light spillover or glare. C. Lighting standards. The following restrictions shall apply to outdoor light control, including lighting within or directed upon outdoor signs: 1. All fixtures shall be fully shielded. For purposes of this section, fully shielded shall mean fixtures constructed so that light rays emitted are projected below, and not above, the horizontal plane of the fixture, such that the source of illumination (bulb or direct lamp) is not visible from adjacent property or rights-of-way. All light fixtures shall be downcast to minimize undesirable effects of illumination such as glare, skyglow and light pollution. 2. All metal halide and fluorescent fixtures shall be filtered with glass, acrylic or translucent enclosures. 3. Only high-pressure sodium (HPS), low pressure sodium (LPS) or incandescent fixtures shall be permitted in commercial and multifamily residential parking areas. The level of illumination shall be consistent with minimum industry standards adopted by the illuminating engineering society. 4. All exterior lighting shall be designed and situated so that substantially all of the directly emitted light falls within the property boundaries. 5. Exterior lighting shall also be designed and situated so that no incidental or reflected light interferes with reasonable enjoyment of adjacent land uses, or safe movement of motor vehicles on public streets. 6. The following exterior lighting is specifically prohibited: a. Any light that may be confused with or construed as a traffic control device. b. Any animated, flashing or changing intensity lights, except for temporary holiday displays. 7. Lights one hundred (100) watts and less per fixture, fluorescent lights forty (40) watts and less per fixture, gas-fired fixtures and lights used for holiday decorations are exempt from the requirements of this section. 8. For commercial developments, mixed-use developments and multifamily residential developments, exterior freestanding light fixtures shall be mounted no more than eighteen (18) feet high. All other applications shall be limited to a maximum of twelve (12) feet. The height of a mounted lighting fixture shall not exceed the height of the wall it is mounted on. 9. Lighting plan. All applications for commercial, mixed use and multifamily residential developments shall submit, as part of the final site development approval, a lighting plan which includes the following: a. Site plan showing locations of all lighting fixtures and a numerical grid of lighting levels (photometric report) or as isoilluminance curves (concentric circular lines representing constant illumination levels). b. Lamp type and wattage. c. Mounting heights of all fixtures. d. Cut sheet showing the design and finishes of all fixtures and designation as cutoff fixtures. 10. Amortization schedule. All nonconforming outdoor light fixtures, including lighted outdoor signs, existing prior to December 1, 2000, shall be brought into conformance with these outdoor lighting provisions on or before December 1, 2005. Any light fixture that is replaced shall comply with the outdoor lighting regulations of this section at the time of such replacement. (Ord. No. 2001-1215, § 1, 2-26-01) -r- 1111� - I ��' 47' -Cr RAIZ �• t'i_.tIT' ter.:. r . �J� L B - �°'".�.+- .''a'.� r� may-" �:.. -74 NIL »a t s ...re X; lip1 ENr HANCED PHOTO OF EAST ELEVATION WITH PROPO5E1) NEW 51GN `W A, City of JQ0 Wh&kR�� coMMUNITY DEWLO►TKENT 4ans:d d Com lien Z'gJ� Evamme' Date of eemft. The'ssa0na of a permit 0, approve' of Woes specif'carrons ad c me do ora shse'rot be a pemig /a or rv' UPprew' 01 OW' 0106aa fa any of the pm eua'rs of rhe 6ud•eq cede Or Of ony C*Y orcono'ces. Man's Dies r may es New 01d'ari y as wok" ii a' ' the provisions M Me CaMd:y 22'-O" Q A Per the master sign plan, please note: • Any additional permanent signage will require separate permits. • Temporary signage is subject to Article VII, Chapter 26 of the Wheat Ridge Code of Laws. • Any window or door signs are considered permanent and require a separate permit. • The interior application of a solid, dark color on back of house windows shall not be considered window or door signs and shall be permitted. Call the Planner of the Day for additional requirements and details 303-235-5931. WHEAT RIDGE DENTIST 3727 WADSWORTH OWD.#122 WHEAT RIDGE, CO 917033 iris] *11 �4111111 1-14ZW51�11.* SALES RICH AUDETTE DRAWNST L.PURTELL BATE 6'30116 SCALE ASNOTED Reviewed for Zoning Compliance by the � k4, City of Wheat Rioge Planning Division APPROVED BY: ?'WM DATE: A Ig { 8 COMMENTS: fOLDER 44KE'CME6,nfsxN•a Con dWwcRiJgr C0150038 FILE 50696.coe OE AN# 003 DATE By DATE By A� ;,APPROVAL This proof drawing is for customer review and approval before fabrication begins. Encore Image will not responsible for problems or discrepancies that could have boon reasonably prevented by the proper review off his document. •Tho customer shall provide accessibility \\`` to remote transformersinspection ballasts \/ for tallation, finallinspection and service. e Dedicated sign circuits with a ground wire to be provided within 6' of the displayls) by the customer. • Sketch may vary from specified colors. Photos are for visual reference vary. else and placement o(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. This drawing, and all images fherein, _ are the sole property of Encore Image NT5 and may not be reproduced, displayed or transmitted, in full or in purl, to anyone without the written permission from an officer of Encore Image Inc. 144" OAW 1151/4' 1 _ — — _ — — — — n I A Q S � � I In _ N M ) N TOTAL SIGN 5Q FT; 44_ B SCALE: 1'-0" MPR. A INSTALL: MFG & INSTALL (1) ONE SET OF NOWILLUMI TFR GHElt lNEL LETTERS L1trJ KMS : 3" DEEP ALUMINUM DARK BRONZE FACES: WHITE ACRYLIC 1RIM CAp: 3/4" WHITE . FTM DARK BRONZE L E G E N D I 3" DEEP ALUMINUM LETTER RETURN 2 3!4" TRIM CAP _------ 3 ACRYLIC FACES 4.050 ALUMINUM LETTER BACKS 5 1/4"0 DRAIN HOLES (MIN. 2 PER LTR) 6 #10 SCREWS INTO NYLON ANCHORS ATTACHMENT DETAIL SCALE: NT5 WHEAT MOE DE.NT5T 3727 WADSWOKTH SEND.#122 WHEAT RIDGE.CO 80033 SAM RICH AUDETTE DRAWNRY L.PURTELL DATE 813000 SCAIE A9 NOTED FOLDER 5. ��-KEiCIffSF?rdG: D,n:.1.Y! .at Rdy C0506:.b FILE 50898.coK DESIGN# 005 DATE By This proof drawing 4 for customer review and approval before (abricotion begins. Encore Image will not be responsible for problems or discreponcios that could have been reasonably prevented by the proper review of this document. e The customer shall provide accessibility to remote transformers and/or ballasts for installation, final inspection and service. e Dedicated sign circuits with a ground wire to be provided within 6' of the disploy(s) by the customer. e Sketch may vary from specified colon. Photos are for visual reference only, size and placement of signs may vary. SIGNATURE PRINTED NAME All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. This drawing, and all images therein, are the sole property of Encore Image and may not be reproduced, displayed or transmitted, in full or in pari, to anyone without the written permission from an officer of Encore Image Inc. Reviewed for Zoning Com City of Wpliance by the L r� heat Ridge planning Division • APPROVED BY: l,V 1A DATE: A -L-T IT COMMENTS: City Of Wheat Ridge ilding t A ti ENHANCED PHOTO OF WEST ELEVATION WITH PROPOSED NEW SIGN SCALE: NTS Per the master sign plan, please note: • Any additional permanent signage will require separate permits. • Temporary signage is subject to Article VII, Chapter 26 of the Wheat Ridge Code of Laws. _ • Any window or door signs are considered permanent and require a separate permit. • The interior application of a solid, dark color on back of house windows shall not be considered window or door signs and shall be permitted. Call the Planner of the Day for additional requirements and details 303-235-5931. WHEAT RIDGE DENTIST 3727 WADSWORTH DLM#122 WHEAT RIDGE, CO 80033 r1eils. . SALES RICH AUDETTE DRAWABT L.PURTELL DATE e13a/16 SCALE ASNMP FOLDER 5v55EiR+EBr,rc.k Dcrtai•:WFurRdtt LeiiaG98 FILE 50698.Cm DUMB# 002 DATE by This proof drawing is for customer review and approval before fabrication begins. Encore Image will not be responsible for problems or discrepancies that could have boon reasonably prevented by the proper review of this document. • The customer shall provide accessibility to nmol• tronsformers and/or ballasts for installation, final inst ion and service. • Dedicated 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 Ia NAT URE DATE PRINTED NAME All electrical signs shall comply with National Electrical Code (Article 640) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. This drawing, and all images therein, are the sole property of Encore Imago andmay not be reproduced, displayed or transmitted, in full or it part, to anyone without the written permission from on officer of Encore Image Inc. Reviewed for Zoning Compliance by the �w 4, City of Wheat Ridge Planning Division APPROVED BY; DATE: COMMENTS; City of Wheat Rage L O� 24'-11"OAW 123 %" 132 %" N e- I �ilT-mu D N N MFR. & INSTALL MFG & INSTALL (1) ONE 5ET OF ILLUMINAT CHAf1K9L LETTER5 R 3" DEEP ALUMINUM DARK BRONZE FACES: WHITE ACRYLIC TRJM CAP: 3/4" WHITE ILLUMINATION: WHITE LED MODULES ■ PTM DARK BRONZE TOTAL SIGN 5Q FT: 48.7 - SCALE: 1/2"= 1'-0" —ELECTRICAL HOLES TO BE HIGH INTO RACEWAY ON BACKSIDE OF PARAPET (ABOVE ROOF DECK) _ L E G E N D _ I 3" DEEP ALUMINUM LETTER RETURN____ 2 3/4" TRIM CAP 3 ACRYLIC FACES 4 WHITE LED MODULES _ D5.050 ALUMINUM LETTER BACKS 6 1/4"0 DRAIN HOLES (MIN. 2 PER LTR) 7 *10 SCREWS INTO NYLON ANCHORS 8 RACEWAY 9_12 VOLT LED POWER SUPPLY 10 18AWG 2 CONDUCTOR INSULATED WIRE 11 PRIMARY ELECTRICAL SOURCE 12 DISCONNECT SWITCH _ 13 STAND-OFF (EXACT PVC WIDTH TBD UPON _INST_A_ LL) 14 EXISTING WALL TRIM ATTACHMENT DETAIL SCALE: NTS WHEAT W a DENTIST 3727 WADSWORTH 15L.YR#122 WHEAT R1DGE,CO 80033 SALES RJCH AUDETTE DRAWRBr L.PURTELL DATE WW'18 SCALE AS NOTED FOLDER 5-'SKETCesS.Rrci KDenUI+'K+c�t Rdte.LC1506Eb FILE 50698 aw DEEIDNAt 004 DATE BY This proof drawing is for customer review and approval before fabrication begins. Encore Image will not be responsible for problems or discrepancies that covld 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 sign circuits with o ground wire to be provided within 6' of the display(&) by the customer. • Sketch may vary from specified colors. Photos are for visual reference only, size and placement of signs may vary. IGNATURE DATE PRINTED NAME All electrical signs shall comply with National Electrical Code (Article 600) and manufactured according to Underwriters Laboratories U.L. 48 standard and appropriately labeled. This drawing, and all images therein, are the sole property of Encore Image and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of Encore Image Inc. Reviewed for Zoning Compliance by the �► �, City of Wheat Ridge Planning Division APPROVED BY: _ 71A/Jv1 DATE: — 0 I w, 1 IF COMMENTS: City of Wheat Ridge All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. �Z W. 38TH AVE. -;;;I--"Wed, Ila BUILDING "B" cvrcrrur w �n nrur .. � I ~ BUILDING' C" ' EXISTING BUILDING TRASH ENCLOSURE EXISTING H/C - b � RAMP TO REMAIN L PUBLIC PATH OF TRAVEL - PARKING LdT EXISTING TO REMAIN i -1 I 1 TRASH ENCLOSURE BUILDING "D" EXISTING BUILDING A2 Or TE TNT ei�o@M0 _ f 11II� Minesr a ' WHEAT RIDGE DEMIST .JINSTALL (1)SET OFINTERNALLY ILLUMINATEO 3727WADSwORMBLVD.#122 CHANNEL LETrFPa WHEAT RIDGE,CO BINSTALL (1) SET OF NDN -ILLUMINATED 80033 I CHANNEL LETTERS SALES RICH AUDETT£ DRAWIWY L.PURTELL DATE 6150118 SCALE ASNOTED FOLDER S.vzu*CN6t^�P.dieeDenar,V�+nt a:yrCU50f13D FILE 50698 CDR DESIGN 001 DATE BY I DATE BY This proof drawing is for customer review and approval before fabrication begins. Encore Image 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 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 moyvary. 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. This drawing, and all images therein, aro the sole properly of Encore Image and may not be reproduced, displayed or transmitted, in full or in part, to anyone without the written permission from an officer of Encore Image Inc. Reviewed for Zoning COMPliance by the 1.4 t, City Of Wheat Ridge Planning Division APPROVED BY: _Zo�m DATE: f �-_&-7(1 COMMENTS; City of Wheat Ridge Nom. Commercial Sign PERMIT - 201802637 PERMIT NO: 201802637 ISSUED: 10/01/2018 JOB ADDRESS: 3727 Wadsworth Blvd Suite 122 EXPIRES: 10/01/2019 JOB DESCRIPTION: Dental Office installing 4 vinyl adhesive window slicks displaying in the windows promoting programs available.Sign1 18.5 sq.ft., Sign2 22.8 sq.ft., Signa 17.5 sq.ft. and Sign4 15.8 sq.ft. Tenant: Wheat Ridge Dentists *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS, TEN Pacific Dental Services, LLC Wheat Ridge Dentists *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,000.00 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. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. SIGN MUST BE APPLIED TO THE INTERIOR SURFACE OF THE WINDOW. Per the master sign plan, please note: Any additional permanent signage will require separate permits. Temporary signage is subject to Article VII, Chapter 26 of the Wheat Ridge Code of Laws. Any window or door signs are considered permanent and require a separate permit. The interior application of a solid, dark color on back of house windows shall not be considered window or door signs and shall be permitted. Call the Planner of the Day for additional requirements and details. 303-235-5931. City of Wheat Ridge Commercial Sign PERMIT - 201802637 PERMIT NO: 201802637 ISSUED: JOB ADDRESS: 3727 Wadsworth Blvd Suite 122 EXPIRES: JOB DESCRIPTION: Dental Office installing 4 vinyl adhesive window windows promoting programs available.Signl 18.5 Sign3 17.5 sq.ft. and Sign4 15.8 sq.ft. Tenant: Wheat Ridge Dentists 10/01/2018 10/01/2019 slicks displaying sq.ft., Sign2 22.8 in the sq.ft., I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all rk to be performed is disclosed in this document and/o its' laccompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date t / 1. This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subaect 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 maybe required to be obtained. Issuance of anew 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 granti of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl a e c e or an dinance 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. t4" fi' City of 1t W h6a-t I,id, e 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 FOR OFFICE USE ONLY Date: PlanlPermit # ;;�G' '�' n Plan Review Fee: . 4, s � Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: W WQ► _A_k_, Is i ' �e 12,2- Property 22Property Owner (please print): Quajyn-r Wimk CCvheyj , LLC. Phone: So 3 -7oct- 5io(o Property Owner Email: 0 aQ cj +,�Oky- 4 Colorado • Co tyn Tenant (Commercial Projects Only) iRCI �c � � �p�rV i c2S L_ E... - �� L�&- 4G Property Owner MailingAddress: (if different than property address) Address: 9S, µ+ 1"'X� ��c.. —Q►-iy^Q City, State, Zip: We' 6'1 , CO 8012D Architect/En ineer: Architect/Engineer E-mail: Contractor: JAS► fV r '_rc'aJ w�VUA q -e"✓' City of Wheat Ridge license #: Contractor E-mail Address: A-lrP_\1CAeV Phone: qyq -R2, t --191 V . ( o ff) For Plan Review Questions & Comments (please print): CONTACT NAME (please print): � 0j yyeW ESA Wtpel Phone: IH -815-8639 -8639 CONTACT EMAIL(p/ease print): Sub Contractors JMust 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 # 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. hY G,,a,s oo w,Kcoj s wr-(mss I� lay.e i h w1 +CJs 'o -O `�re�v-zt,rns avr�.� Commercial Projects Only: Occupancy Type: Sq. Ft./LF Amps BTUs Squares tvi A-aw i $ f- Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ I, boo -G8 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEOM: (OIf YER) (COVMCTOR) or AUTHORIZED REPRESENTMIV of 04i:�V©ER (CONTP-4CTOR) Sisnature (first and fast named 65 1 — DATE: Printed Name: (fowre * Its !Z V, %, t 4-A DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer. rA t BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE:, Building Division Valuation: Proposed Window Signage for 3727 Wadsworth Blvd., Suite 122 Sign Drawings Sign #1 Total Window Area 87 sq. ft. Total Sign Area 18.5 sq. ft. Sign #2 Total Window Area 106.2 sq. ft. Total Sign Area 22.8 sq. ft. Reviewed for Zoning Compliance by the �► �, City of Wheat Ridge Planning Division (- r APPROVED BY: JV /A GATE: �7i COMMENTS: ti JSr- 44%n mar f� caster sign plan, please note: Any additional permanent signage will require separate permits. Temporary signage is subject to Article VII, Chapter 26 of the Wheat Ridge Code of Laws. Any window or door signs are considered permanent and require a separate permit. Thelpt&ror application of a solid, dark color on back of house windows shall not be considered window or door signs and shall be permitted. Call the Planner of the Day for additional requirements and details 303-235-5931. Sign #3 Total Window Area 106.2 sq. ft. Sign #4 Total Window Area 121 sq. ft. Reviewed for Zoning Compliance by the ,►+� City of Wheat Ridge Planning Division APPROVED � Total Sign Area 15.8 sq. ft. BY: Signage covQ3S DATE: MENTS: U �&-- 111�( ft The interior application of a solid, dark color on back of nouse windows shall not be considered window or door signs and shall be permitted. Call the Planner of the Day for additional requirements and details 303-235-5931. 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YL g �a 5� Q se s�Sg a'� �s � ,°s $� "g �� Y � � s zt �c9 5� ate: �NSguR$�w �R R�ma3n vyv oa n R Sia gds 14 9 ; o Postt $<w a mss'- 33 oZ '$. �a �N a R oZ so so n Uo RB ss _ my s�9 NaM 3 g 3 n p n" �■ "D 9> >3 ro _ c S� oC ao n 5 � mB g^ a a= �>• T4s mOF21 � � nam � y .•0 � ^.n � >m �� i' F ,i r. 1 °z B 3 1 #� �g � ..ate m Lr I:I I! ; s g 00 iz M L Zo § ov Ir I I�I1 JF:11 I o$ r ! ��_ �!iw=$per L o mg iu x r�rA NT ttY' I ' S I 'n coq r Ln Irl yT� � Sf I '. A Z 2 0 IA M 0g ZT ' 3 I i p'e - - r ��'_ 111 �) ;I�r4:i' I _ ouwltro.w••worx wwn _,i� ee�� Z ra�rrrrouuo O � y A . LA ZZ IA SYR IA OrAw Q �Z m N OO2 O r LA Y 1 IA ..... rg ,C � I Eska^o. y __ v y z p « I w AN6 'yO 0 %I 3AIma .• It za9:;s;rQ�s:=6sEie.:' ��I J we ,a w m _ CO) € �+ -z g � O •-1 G /I -aadn�i noe-Hlaonn�adnn�- :� �s I _ _ 2 1 z LS 8Y® coLiAir °c a 3niaa aoiAk� J. L_-- L�■I.I.I...■I�■'I� .II� �I vl DEVELOPMENTFUTURE Ls 2 m n 0 X z m X Z> OT D 190 Zia T IZ 0 W O PEI a m gO v 0! G gym° Mm oo pm > (A a of O Z .4 /mw v , G • z z I _ _ 2 1 z LS 8Y® coLiAir °c a 3niaa aoiAk� L_-- _ �I vl Ls 2 m n 0 X z m X Z> OT D 190 Zia T IZ 0 W O PEI a m gO v 0! G gym° Mm oo pm > (A a of O Z .4 /mw v , G • z z Esquivel, Garrett From: Mike Reding <mreding@quadrantcolorado.com> Sent: Monday, August 13, 2018 2:31 PM To: Esquivel, Garrett Cc: Bob Turner; Espejel, Steven; Munoz, Jose Subject: Re: Pacific Dental: LL Approvals (Signage, DirecTV Satellite, & Grand Opening) - 3727 Wadsworth Blvd., Suite 122, Wheat Ridge, CO 80033 (Wheat Ridge, CO #594) Attachments: The Corners at Wheat Ridge Sign Plan R13 - 03-08-18 .pdf Follow Up Flag: Follow up Flag Status: Completed Categories: Signage See below for Landlord responses. Call with any questions. Michael I Reding Quadrant Properties 303.709.5106 981 Southpark Drive Littleton, CO 80120 On Aug 10, 2018, at 1:43 PM, Esquivel, Garrett <esquivelg c acden.com> wrote: Hello, Regarding the opening of our dental office at 3727 Wadsworth Blvd., Suite 122 Wheat Ridge CO 80033we would like to obtain the landlord's approval for the placement of the following: Temporary Banner - Approved contingent on City approval and in compliance with center's master signage plan (attached) Placed 30 days prior to opening and taken down 30 days after opening. There will be no penetration to the building. The banner size is 3' x 15' (45 sq. ft.) o The banner which has grommets, is roped to a secure structure (existing element or somewhere on the roof top or on the canopy) Sheer (see-through) Window Graphics - Approved contingent on City approval and in compliance with center's master signage plan (attached) Graphics cover a portion of the exterior window area, based on allowable city regulations. We obtain any necessary permits (if applicable)..-' a F A -Frame - Approved contingent on City approval and in compliance with center's master signage plan (attached) - Landlord reserves the right to direct Tenant to relocate or remove A Frame if other tenants or customers complain or property management determines it to be a maintenance or hazard concern Standard Y X 4'A -Frame placed on the sidewalk typically in front of the office. DirecTV Satellite Dish - Approved - Any penetrations shall be coordinated with Landlord's Core and Shell roofer to ensure proper repair and maintenance of warranty Placed above our equipment room, out of view from the ground. A DIRECTV technician assembles the satellite on a neoprene pad and is ballasted with a concrete block to protect the roof and any warranty it may have. See attached spec sheet for more details. A small coaxial cable is connected to the antenna and neatly routed through an existing cable chase into our location. In no case will a DIRECTV technician make a new opening into the roof or make a hole in the vent. Please note: Doth the Marketing related iitelms and the DirecTV service are a standard for our organization and is a key to our success & strategy as we ramp up tads new dental practice. Please respond indicating "approved" or let me know if you have any questions/concerns. Thank you, Garrett Esquivel I Coordinator Pacific Dental Services, De Novo Department 17000 Red Hill Avenue, Irvine, CA 92614 T 714-545-8534 E esguivelg(cbpacden.com W pacificdentalservices.com + smilegeneration.com This electronic transmission, and any documents attached hereto, may contain confidential and/or legally privileged, information. The information is intended only for use by the recipient named above. If you have received this electronic rnessage in error, please notify sender and delete the electronic message. Any disclosure, copying, distribution, or use of t.ne contents of information received in error is strictly prohibited. <DIRECTV_ODU_NPRM Ballast dish document 1-01-15.pdf><Temporary Banner Examples.pdf><Window Slick Examples.pdf> 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: 30 A.M -&_/ / 6IN Job Address: � v �`/�� Permit Number:10 ® 7 ❑ No one available for inspectjnime t AM/PM Re -Inspection required: Yes When coor�recctions ave been made, call for re-inspectio at 303-234-5933 Date: f ` ' Inspector: -O- Ll 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: 6a S &,pte Job Address: -72 kmo$ unt , o /Zz Permit Number: n (Ald ❑ No one available for inspection:)rne ! `f (1 V AM)PM ) Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 2z6)(L Inspector: DO NOT REMOVE THIS /NOTICE 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: � aS 12e 1-P s, -- Job Address: 3727 Gc XD,5k_)Q % LVO 122 Permit Number: ❑ No one available for inspection: Time �� AM M Re -Inspection required:(�XYes)No When corrections have been made, call for re -inspection at 303-234-5933 Date: 91U6 Inspector: ! 7 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: 3 G ! i Job Address: 37�l g ol Ste l d-�, Permit Number: tW 9 OQ w"7FJ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nod When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CERTIFICATE OF OCCUPANCY Permit #: 201702619 1." 41 1 City of Wheatpdge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New commercial structure (core & shell only) - 6,387 sq ft - The Corners (Bldg D) Date: 09/14/2018 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 Dr, Littleton, CO 80120 CONTRACTOR/ADDRESS: Robert G. Brinkmann 3855 Lewiston St #100, Aurora, CO 80011 PROPERTY ADDRESS: 3727 Wadsworth Blvd, Wheat Ridge CO 80033 PARCEL #: 39-262-01-014 ZONING: MU -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 � � 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: j- / Job Address: 3 Permit Number: 'R OZ 0/) 67 0 ❑ No one available for inspectia AM/PM Re -Inspection required: Yes rT When corrections have been made, call for rye} -inspection at 503-234-5933 Date: "/ Inspector: i ADO NOT REMOVE THIS NOTICE 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 D West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado Project No. DN48861.000 As requested, CTL ( Thompson, Inc provided testing and observation services for Wheat Ridge Corners, Building D in Wheat Ridge, Colorado. Services were provided on a part-time, on-call basis. Reports for Building D are contained in the reports listed below. We performed weld and bolt observations presented in our reports dated February 14 through February 16, 2018. Our observations indicated welds and bolts were in general accordance with quality standards and were in general conformance with structural drawings with the exception of our observation on February 14. If we may be of further assistance, please call. Very truly yours, CTL I Christopher N. B Project Manager CNB/dk 1971 West 12Z' Avenue I Denver, Colorado 80204 1 Telephone. 303-825-0777 Fax: 303-825-4252 April 10, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building D 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 D in Wheat Ridge, Colorado. Services were provided on a part-time, on-call basis. Reports for Building D are contained in the reports listed below. We performed masonry observations presented in our reports dated December 28, 2017 through March 1, 2018. Our observations indicated general conformance with masonry construction details. We performed compressive strength testing of mortar, grout and prisms cast on December 28, 2017. 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{ Christop'n-e r N. B, Project Engineer CNB1dk 1971 West 12' Avenge I Denver, Colorado 80204 1 Telephone: 303-825-0777 €=axi 303-825-4252 s • N 6© R P Ei R A T E D January 31, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building D 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 D in Wheat Ridge, Colorado. Services were provided on a part to full-time, on-call basis. Testing and observations for Building D 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 9 through December 20, 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 footings and walls presented in our reports dated October 23 through October 31, 2017. Our observations indicated reinforcement was placed in general conformance with the approved drawings and standard construction practice. We performed concrete testing of walls and footings presented in our reports dated October 24 through October 31, 2017. The test results indicated the average 28 -day compressive strengths achieved specified strengths. 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 i Denver, Colorado 80204 1 Telephone: 303-825-0777 777 Fax: 303-825-4252 ■" 10100 W Ute Ave (80127) N7,4 Johns Manville PO Box 625001 flerkibire 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: 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, e��iL A�-� Eric Olson Manager, Guarantee Services Johns Manville Roofing Systems Group (800) 922-5922 gsugim.com www.jm.com 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 fohns fire �1 A Guarantee Number: ANT117358373 Expiration Date: May 17, 2038 Job Name: Corners at Wheat Ridge Date of Completion: May 17, 2018 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. S s. RoofType Sec. La er 1 Layer 2 La er 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 ANT1 17358373 to be valid Page I 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 services/work. 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 have jurisdiction 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 assignable. 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 acts 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 contractor's 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. By: Joseph Smith Title: President Roofing Systems All 5 pages must be present for guarantee number ANT117358373 to be valid Page 2 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. 2. 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.'m.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 ANT1 17358373 to be valid Page 4 of 5 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 # B190587 POST OFFICE BOX: 2222 Test Date / Time 9-4-2018; 10:35am Castle Rock, CO 80104 Tester Certification # 06-00404 ABPA 720.220.4380 fax: 303-416-8742 Assembly Test Results M Pass ❑ *Fail ( Interstate Mechanical) 0 Under Suspension - Process Immediately Denver Water Backflow Assembly Test & Maintenance Report (please print with BLOCK LETTERING) Water Supplier: DENVER District: Meter #: Facility Address: 3727 Wadsworth Blvd City: Arvada ST: CO ZIP: a Contact Person: John Phone: 719-499-6625 Make: Wilkins Model: 375XL Type of Use Protection Orientation Type: ® RP ❑ DC ❑ PVB ❑ Air Gap construction .o Size: 211 Date Installed: ® Domestic ® Containment Inlet Outlet E d V1 E New F-1Existing E]Fire ElGlycol ElContainment by Isolation ® Horizontal V1 Previous Assembly #: ❑ Irrigation ❑ Isolation ❑ Vertical Up ❑ Location: Fire Riser Closet, NE. Corner ❑ Recycled ❑ Vertical Down❑ Approved: Y 0 N ❑ Line 55 Initial Test Results Repairs Re-Test Results Tightness Differential PSI: Tightness Differential Check Valve #1 ❑ Leak ❑ Leak (RP, DC, PVB) ® Tight 8.0 ❑ Tight Check Valve #2 ❑ Leak ❑ Leak v c (RP, DC) ® Tight tight ❑ Tight f0 c Relief Valve (RP) 3.4 2 Buffer co (RP) 4.6 c Air Inlet N v ~ (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 `s Y Alarm Company/Fire Department DFS Certification #: 18-01516 Y Person Notified: Contacted By: z° Turn Off Date/Time: Turn On Date/Time: x 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 �w 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. 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: /w l x& /O q 67 'fd Job Address: Permit Number: 176,26, lei' ❑ No one available for inspectio mime�C611/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: 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: pua)h , i W66 0 M -Cc !P Job Address: �-�`% Z7 %Ai3,CaZ r g'V D !2_2 Permit Number: t LSO Co -7'i ❑ No one available for inspection: Time jAM/1hM Re -Inspection required: YesNo When corrections have been made, ' or re -inspection at 303-234-5933 Date: 67 ` (2 4 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE BuNding 4nspection-lDi6ision (303) 234-5933 Inspection. -line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P(AJ 6 14 WC -If Job Address: 372�JA0LAY_z23jV,6 Permit Number: 20717 00&-7 ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303 -234 - Date:— 9 .10 = 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: 6 t4 - Job Address: ?,_72 -7 WAOSU& ASV !Z7- Permit Number: ❑ No one available for inspection: Time Re -Inspection require 0. 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 DivisionC ;g1 (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -�3 %2 _7 WAfQSLL)0/TFTNV,0 122 Permit Number: alp 6_5 ❑ No one available for inspection: Time AM//,PM fi cvl Re -Inspection required: Yes/ No/ When corrections have been made, -call for re -inspection at 303-234-5933 Date:,:i.s. (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 Inspection Type: l 400F Job Address: 372-7 WA091)yy% ,AIV J Permit Number: Wil?? lam! t 41 ❑ No one available for inspection: Time fMIM , Re -Inspection required: YesNo ; When corrections have been made, call for re -inspection at 303-234-5933 Date: C�' q' / Inspector: n DO NOT REMOVE THIS NOTICE I* � I i CITY OF WHEAT RIDGE Buildind Inspections Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Finq I fitwalb<rl Job Address: :')7,? -7 UA ( 61(J6 Permit Number: t ❑ No one available for inspection: Time AM PM Re -Inspection required• � No When corrections have been made, call for re -inspection at 303-234- Date:- Inspector:—IS DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE l� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Fiv .1 y Job Address: _372-7 UAOSUYWt14 Permit Number: ©201 "% d 2 Ce d q ❑ No one available for inspection: Time �l AMIPM Re -Inspection required:es _)"N o When corrections have been made, call for re -inspection at 303-234-5933 Date: �' -31 - 1 �, Inspector: ][j DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE BuildingInspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: w1c, � Job Address: 37 2 -7 LU A05 WC41-065FV6 Permit Number: �l%e-10U19 ❑ No one available for inspection: Time [ 4<-- M M Re -Inspection required: E es o When corrections have been made, call for re -inspection at 303-234-5933 Date: U ' i Inspector: DO NOT REMOVE THIS NOTICE i CITY.OF WHEAT; RIDGE BuildiAg`Inspeotiod Division (303) 234-5933 Inspection line { (303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: MC-4- Job Address: _! aaS � f .%( (ZZ Permit Number: 190(, SWC p ❑ No one available for inspection: Time QPM Re -Inspection required: Yeso f. When corrections have been made, call for re -inspection at 303-234-5933 Date: '3-3,1- ( 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: t V, 4. � Oji vLdcu.)r, ( b0a,4 Job Address: 2-)-7Z"7 UJAID5MIN PermitNumber: i ❑ No one available for inspection: Time Z'Ll gp M Re -Inspection required: Yes N :9�� When corrections have been made, call for re -inspection at 303-234-5933 Date:_ ` .-3 1, 1 � Inspector: DO NOT REMOVE THIS NOTICE 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 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 Tcf m,�5 e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE a10 Inspection Type: 36cl R E G Job Address: 3 7;97 Lqlg 6wyz, dl d 5te Permit Number: 0 al On 679 ❑ No one available for inspection: Time 13-707 AM/PM Re -Inspection required: Yes Ffor *When corrections have been made, ce-inspection at 303-234-5933 Date: F 3 /0 Inspector: 4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAL' RIDGE 1�9�Building-Inspectioh Division (303) 234-5933-frispection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i� OJ 6---? 1"� f-7rCtVVL1 Job Address: 2-72-7 ( Z- Permit Number: 20( 2(Y'Jt�a ❑ No one available for inspection: Time C 7 ZAWM Re -Inspection required: Yes/' No When corrections have been made, call for re -inspection at 303-234-5933 Date20, t of Inspector: 1 Date: DO NOT REMOVE THIS NOTICE i PITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line ,(303) 235-2855 Office - (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Vim `, \-i Ff U kk `a Job Address: 372_7 &1%J0 t( IZZ Permit Number: ❑ No one available for inspect' o -Tame AM/PM Re -Inspection required: Ye When corrections have been made, call for re -inspection at 303 -234 - Date: -1° Inspector: # DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InspectionType: Job Address: 2 ? i✓��/ s + �, l ��I. Permit Number: 2 01702 6 i� ❑ No one available for inspection: Tim e°_- PM Re -Inspection required: Yes "ud-- When corrections have been made, call f re=p _ ection at 303-234-5933 D tom`- '"� Inspector: DO NOT REMOVE THIS NOTICE City of 'W heat j jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 3 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: �/� 3 _ ) Add to Permit # 90 1 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _ 3 / a � W adsL aZ ak l &6b, D J Property Owner (please Drint):�l.:a,�tca,�- Property Owner Email: Mailing Address: (if different than property address) Address: qeA}v,t� City, State, Zip: L:\ -W\, c:'D 8G`Z Phone: Submitting Company: Contact Person: 0 \\4i�nT=hM ,:.X Phone: Contractor: Contractors City License #: X46 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. FLILF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) f (OWNER) (CONTRACTOR) PRINT NANIE: SIGNATURE: DATE: -18 ' 231 I DEPARTMENT USE ONLY ZONING COMMMENTS' Reviewer: II nn nn sn q VYVv U`�` BUILDING DEPARTMENT C MMENTS Review 1I c� � A �v{SlbrvS' 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: $ Hama partners llc LETTER OF TRANSMITTAL 6140 Greenwood Plaza Blvd. Greenwood Village, CO 80111 720.289.0001 To: City of Wheat Ridge From: Mike Date: Aug. 23, 2018 Attention: Kim Cook Regarding: Wheat Ridge Commons Job Number: 16.136.30 WE ARE SENDING YOU: ❑ Attached ❑Under separate cover the following items: ❑Drawings ❑Copy of Letter []Specifications []Samples p ❑Shop Drawings ❑Addendum ❑Change Order ❑Check ❑ }stt7,. w: I b-A100 New interior walls, door change b -A200 Doors on elevation changed b -A201 Doors on elevation changed b -A500 Door Schedule changed c -A 000 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 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (3 03) 237-8929 Fax INSPECTION NOTICE Inspection Type: �i U„�l� �or//►C� Job Address: 37,�- 7 �2Qei1 6'1v�1 E !� Permit Number: ?-,01600679 ❑ No one available for inspection: Time 100 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 SIT 6"HEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 40q F Job Address: 3 7d-7 VI o// ,s h ✓c� P Permit Number: -d-4/709,6161 le - Ll No one available for inspection: Time b91 AM/PM Re -Inspection required• Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 8 / 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 ra-U Un 0V 61w-nd Job Address: 3-727 WQd Ste/ h 1Va Permit Number: a70 / AGO &7 oc q ❑ No one available for inspection:, Time ASM' PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- �(`w-/j Inspector: i 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:U k �,l 1I� O °l- JobAddress: (,.JilitJSijofjn ��lV Permit Number: U I f3 00 (o-78 ❑ No one available for inspection: Time A - Re -Inspection required: Ye 'No When corrections have been made, call for re -inspection at 303-234-5933 Date: ` i�' t fi Inspector: IT2 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201800678 PERMIT NO: 201800678 ISSUED: 08/08/2018 JOB ADDRESS: 3727 Wadsworth Blvd Suite 122 EXPIRES: 08/08/2019 JOB DESCRIPTION: Tenant finish for dental office, non structural partitions, lights, outlets, switches, sinks, two restrooms and mechanical distribution - 2,786 sq ft total *** CONTACTS *** OWNER (303)709-5106 QUADRANT WHEAT RIDGE CORNERS, GC (303)840-8821 Timothy Sparks 060013 Epic Construction, Inc SUB (720)458-8411 Scott Berkman 080190 Current Installations SUB (303)341-1900 Dwane Haskins 019473 Custom HPACES, LLC SUB (720)612-4522 Phillip A. Strait 018645 Strait Plumbing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 181,090.00 FEES Total Valuation 0.00 Plan Review Fee 1,079.62 Use Tax 3,802.89 Permit Fee 1,660.95 ** TOTAL ** 6,543.46 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Site signage will require separate permits including for all wall signs and window/door decals. For any window treatment proposed to provide privacy on back of house windows, treatment must be interior mounted and limited to solid, dark colors. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201800678 PERMIT NO: 201800678 ISSUED: 08/08/2018 JOB ADDRESS: 3727 Wadsworth Blvd Suite 122 EXPIRES: 08/08/2019 JOB DESCRIPTION: Tenant finish for dental office, non structural partitions, lights, outlets, switches, sinks, two restrooms and mechanical distribution - 2,786 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm rt. I further attest that I am„ �le ally authorized to include all entities name withi this document as parties to the work to be performed and that all work t be H"'Yrmed is disclosed in this document and/orts' accompanying approved plans and specifications. Signature of OWNEk or ONTRACTO1 Circlb one) Date t 1, This permit was issu bas don the inform ion provided in the permit application and accompanying plans and specifications and is subject to the complianc ith those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Divisi n. 6. The . ss 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 le de or a r 'n ce or regulation of this jurisdiction. Approval of work is subject to fyeld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ► A 1 -' City of " Wheat gd RECEIVED MUNrry DEVELOPMENT MAR 0 9 2018 J FOR OFFICE USE ONLY Date:�� Plan/Permit # Building p & Ins ection Servicesl�Jl l J [l Division � 7500 W. 291h Ave., Wheat Ridge, CO 80033 Per- Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 1 3 Email: perm its(aD-ci.wheatridge.co.us I Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** 72.7 Property Address: -349-5- Wadsworth Blvd Suite Property Owner (please print): Quadrent Properties Phone: 303-709-5106 Property Owner Email: mreding@quadrantcolorado.com Mailing Address: (if different than property address) Address: 2044 California Ave City, State, zip: Corona CA 92881 Arch itect/Enaineer: Julie Margetich Architect/Engineer E-mail: margetichj@pacden.com Contractor: To be determined Contractors City License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Brandon Webb CONTACT EMAIL(please print). webbB@pacden.com Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Phone: 951-582-5745 Phone: Phone: 951-582-5758 Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form [3COMMERCIAL ❑ 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) Commercial tenant finish (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.) Description of work: dental office TI, non structural partitions, lights, outlets, switches, sinks, two restrooms, mechanical distribution Sq. Ft./LF Amps 2,786 Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 181,090.00 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): DATE: 3/6/19 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ Ok'*# PACIFIC DENTAL SERVICES" March 8, 2018 To: Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 303-235-2855 RE: 3795 Wadsworth Blvd, Suite TBD Wheat Ridge, CO Enclosed please find the following for your use in our 1St submittal: -Two (2) Set of plans -One (1) Permit application We attempted to submit to fire but they denied our submittal until we have a suite number. Our landlord said he talked to someone at the city and they said that we need to submit our plans and the city will submit a suite number. If you should have any questions regarding the above, please contact me at my direct line at (95 1) 582-5758 Sincerely, Brandon Webb Project Designer 2044 California Ave, Corona, CA 92881 Phone (951) 582-5758 Fax (71.4) 508-6400 E-mail: webbb(q'�pacden.com bY_M 1LEeY s" User Options VVc'cc me bac.( Brandon Webb Log Off Update Account Document Library Access Control .Appiication Carbon Dioxide .App4iwation Fire Alarm Control Panel (Dialer; Application Fire Alarm Application Fire Suppression Application Kitchen Hood Suppression .Application Medical Gas Application New Building -Care and Shell Application Photovoltaic Solar Application City;Dept.: West Metro Fire Protection District v Address: Street: Status: 1Y .All Unsubmitted Address Pacific Dental Services STE 122 3795 Wadsworth Boulevard Suite 122 Wheat Ridge, CO 80033 Submitted Returned Job Type Status 2 Existing Submitted Building! Tenant 319/2018 2:48.00 Improvement PM 3/9/2018 Address: Print Preview Permit Application - Print Preview Addr/Street: 3795 Wadsworth Boulevard Suite 122 City/State: Wheat Ridge CO Zip Code: 80033 owner: First Name: Micahel Last Name: Reding Business Name: Quadrant Properties Phone: 3037095106 Phone AH: Cell Phone: Fax: Addr: 981 Southpark Dr Suite: City/State: Littleton CO Zip Code: 80120 Email: mreding@quadrantcolorado.com Occupant: Building: un -named structure Occupant: Vacant Suite: 122 Property Use Type: Commercial Job: Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 2,786.00 Cost: $181,090.00 Desc: Dental office TI, non structural partitions, lights, outlets, switches, sinks, two restrooms, mechanical distribution, NO MEDICAL GAS Comments: https://www.mobile-eyes.com/PA_PrintPreview.asp 1/1 r City of W heat i d e COkA A T N TY DWELOPMENT SUB—CONTRACTOR AUTHORIZATION FORM I nis corm 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:�O1n, Permit S General Contractor: ice) - I Electrical Sub -Contractor I Company Name: ll k 7��, k Y'Ahoone #: O - /Y State License #: Master #• Wheat Ridge License #: P (requir6d field) Signature of Authorized Agent Plumbing Sub -Contractor Company Name: ��}"lc i �( (", /', State License #: P0001782 r Date Phone #: 7 - :5] -2_ Master #: MP 00179138 Wheat Ride License #:- Pn1n57 (required field) 08107/2018 Signature of Authorized Agent Date I Mechanical Contractor r.66f m ffphcE Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date i City of Wh6a-tp,- dge COMMUNITY DF.VELOPMLNT SUB -CONTRACTOR AUTHORIZATION FORM -1 his 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: (,'vE lq/ 1 Permit #: Cj ! r e -, j / 1 �7/General Contractor: 2 2_f � I Electrical Sub -Contractor Company Name: 1,I, P1,0 JI ia4.9hone #: O State License #:_ Wheat Ridge License #: g() `q , (required field) Signature of Authorized Agent Date Phtmbing Sub -Contractor Company Name: 1�11' }'6u t" State License #: Wheat Ridge License #: Signature of Authorized Agent Phone #:_ - 612- -Y:52--z- Master :5 j -z- Master #: (required field) Date Mechanical Contractor I C46fium f" P A. r Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date J ' " 74 f City of W heat PI -dge COMMUNITY DEVEI.OI'MI'.NT 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: i, Permit General Contractor: Electrical Sub -Contractor Company Name: Ct 11 �ul Tn<SF•, ��;o hone #: 7� 0 "/— State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Plumbing Sub -Contractor Company Name: 'S Ya State License #: Date Phone #• - (- Lz } 5 Master #: Wheat Ridge License #: {required field) Signature of Authorized Agent Date I Mechanical Contractor I C�6m t+ F h. c Company Name: Phone: T- D— y3 Wheat idge License #: (�1�t X11 11,erlulred field) Sin ure o Authorized Agent Date City of Wh6atl�id�-e 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 fonn will not be accepted with missing information. Project Address: (j'5�?o 10 44 l A /4" Permit #: Gl General Contractor: kV f C e oofl-"/CA"0r1 q,lc� 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 Mechanical Contractor Date Company Name: 1-60 e Z /7i��-,. 9y"TJPhone: `7A 0 Wheat Ridge Licens #: A Q 1 a -4(required field) Signature of uthorized Agent Date lUe c- add ✓0s_s 76o mo#=1�e�� prl�r�e r r k�ex C, o g o I ��" 7J-,05_ - 7��7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3// _r M A, Job Address: � 7 a 7 Wt% T/,/J str f Permit Number: d 0100 6 79 C r'�PGI 4/'? V Itl Q_ ❑ No one available for inspection: Time i ~i0 6 AM/PM Re -Inspection required: Yes No' When corrrect'ons have been made, call for re -inspection at 303-234-5933 Date:/ �� Inspector: DO NOT REMOVE THIS NOTICE i- i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Al�/ �eP�ISC01 Job ddress: 3 7)7 7 I V,1 StIoK �h &j g��9 Permit mber:/ 70 brio / cf ❑ No one available for inspection: Time 07 �_O AM/PM Re -Inspection required: Yes oNo When corrections have been made, call for re -inspection at 303-234-5933 �T#Date: / Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �3 Inspection Type: v ,-7 Job Address:0.0. Permit Number: 2U1 U�Z� ❑ No one available for inspection: Time Z.`'.� 62 AM- Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234- Date:- 7,/ Z ' ' 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:' Job Address: �AJGp,> GUai-[� Permit Number: ,'6.1-7 94km6m*(-e 0'-7(a 19 ❑ No one available for inspection: Time )7 �U AMA Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -7,1-2 - 9 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: 1A'xZ___2 Job Address: x.`72-7 :,z.. Permit Number:C?'(17 0Z Ca {Q ❑ No one available for inspection: Time i A /PM Re -Inspection requireYes No When corrections have been made, call for re -inspection at 303-234-5933 Date: � 'Z g Inspector: s DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�BuildingInspection Division flM (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F1 P?62 r &(. Job Address: .�"7 Z -7. LU6(V tt)c;d 66 6 1 V0 Permit Number: T 2 0/ -7 0 7- Co l( ❑ No one available for inspection: Time 1 '�'C 1 / ' M Re -Inspection required: Y6s )No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1"2g' Inspector: is DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: O'"VWO Il Job Address: 3 7Z 7 (.(.Jyl &WQd H 6 %lib Permit Number: 2 0 1 _7 0000 lc( ❑ No one available for inspection: Time M/ M Re -Inspection required: a No When corrections have been ade, call for re -inspection at 303-234-5933 Date: �' Z 1' /� Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE►n �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C-56f.S AOE �rZ Job Address: —2,72-7 Permit Number: , 2017 ('?Z (`T a �t (le ❑ No one available for inspection: Time `. .,_-, UM/PM Re -Inspection required: e�- 0 - When corrections have been made, call for re -inspection at 303-234-5933 Date: ? Inspector: DO NOT REMOVE THIS NOTICE A ✓ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3067 - e6o v -K FL-Ey_- ('041M Job Address: '32Z-2 WA DS Wo-� /30A Permit Number: 2017 oz G I C1 ❑ No one available for inspectio :.T' e �� AM/PM Re -Inspection required: Yes When corrections have been made, call for--insgection at 303-234-5933 Date�.q_-/Inspect DO NOT REM E 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: 3 y fI C -CZ, -11,1 - Job Address: .3 ��7 W c1a5 �,4fA) 8LWJ Permit Number: 00 1 -�LO Q (, j s w e, \ a. ❑ No one available for inspection: Time AMA Re -Inspection required: Yes(No� When corrections have been made, call for re -inspection at 303-234- Date:- S 1 '6) /-3 Inspector: DO NOT REMOVE THIS NOTICE I 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office # (303) 237-8929 Fax INSPECTION , NOPCE Inspection Type: ,:;' -? -� -7 Job Address: - ( , _ Ild or + � Permit Number: o F?Q J No one available for inspection: Time //--3..�.,AMPM Re -inspection required: Ye.,No_- *When corrections have been made, call for re -inspection at 303-234-5933 Inspector: Date:711 DO NOT REMOVE THIS NOTICE i CITY OF VH AT R'I'DGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:��o Job Address:' ) - Permit Number:15 s ❑ No one available for inspection: Time 01PM Re -Inspection required: Yes (No) When corrections have been made, call for re -inspection at 303 -234 - Date: `Inspector:��/ 5933 i v 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: 1_6171061q ❑ No one available for inspection: Time// 6�1,) PM Re -Inspection required: Yes 6 o When corrections have been made, call for re -inspection at 303-234-5933 Date:_z/. /l -IF Inspector: Joy '�i/ ' %— 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: 300/ i�,CG Job Address: 3 W9C5L,"01, A/Val Permit Number: of 70 TM -1 ❑ No one available for inspection: Time I ! " 1 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 4911e, Date: � r Inspector: /1/ DO NOT REMOVE THIS NOTICE OVA, 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: Permit Number: 7%Q 260/1 ❑ No one available for inspection: Time /��.�� All/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspection/at^303-234-5933 Date:3qJ0Xj '' �F Inspector: "�-- DO NOT REMOVE THIS NOTICE A. City of ]��Wh6atp,;L'dge CnMMUNiTY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 March 9, 2018 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3753 Wadsworth Boulevard Suite, 113, Suite 115, Suite 117 and 3727 Wadsworth Boulevard, Suite 122 SUBDIVISION: Comers Filing No. 1 LOT(s): 1 SECTION: 26 PARCEL NO: 39-262-01-013 NOTES: This i AUTHORIZED BY: DATE: ✓ 'w 0 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbakeiaa'effco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchelgieffco.us and edelynkoajeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda j.martinez a,,-Ws.gov and krisU.,j.summerfield@usps.gov and arlene.a.vickrey(a)usps.gov and billy.e.co hill(&UWs.goy 8. Xcel Energy, sandra.cardenas(&xcelenergy com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Wheat Ridge Water District 12. Wheat Ridge Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: Vicinity Map �1� VTl t AVENUE-- _ i .AF �ILT LU n —A Building C: 3753 FUTURE Wadsworth Blvd DEVELOPMENT � I i Suite 113 � (STABILIZED AREA s FOR CONSTRUCTION r STAGING) Suite 115 I EMPORAitySIdEWALK - _ lw�6 ORP Vp 1 Sine 117 3 - auite 122 Ilkw Building D: -- 3727 Wadsworth Blvd JOT A PART I - I N TEMPORARY SIDEWALK 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: -% Job Address: Permit Number: 20 70 26- L2 ❑ No one available for inspection: Time f �l IVB M Re -Inspection required: Yes "No / When corrections have been made, call for re -inspection at 303-234-5933 Date:, -,�' lF� Inspector: DO NOT REMOVE THIS NOTICE Mqb i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _-3-6/di 0,54q trA/�—%� Job Address: Permit Number: 2el7,0061 % 41mk. LJ No one available for inspection: Time 4J M M Re -Inspection required: Yes CO When corrections have been made, call for re -inspection at 303 -234 - Date: �' ! ` Inspector: DO NOT REMOVE THIS NOTICE k/l -/) 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:% 70 �q ❑ No one available for inspection: Time > Re -Inspection required: Yes,''No _ � ,__ ., When corrections have been made, call for re -inspection / at 303-234-5933 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: 10V442. r Job Address: 37-27 Permit Number: 070, 42 I 1 'a d � ❑ No one available for inspection: Time A QPM Re -Inspection required: Yes : "No When corrections have been made, call for re -inspection at 303-234-5933 Date: c� ,, P7' /(7 Inspector:: 1 14?,,* DO NOT REMOVE THIS NOTICE �4Mqb. 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: MV 1 -64 - Job Job Address: ? Permit Number: �?O)?�) P6, / -P s� �t rn ❑ No one available for inspection: Time/ )A,M' /PM Re -Inspection required: Yes /'No) When corrections have been made, call for re -inspection at 303-234-5933 Date:,2- 14'-"' Inspector:1 /, i 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: Job Address:�� Permit Number: ❑ No one available for inspection: Time ANiP� Re -Inspection required: Yes 162 When corrections have been made, call for re -inspection at 303-234-5933 Date: -o ' Inspector: DO NOT REMOVE THIS NOTICE 90IION SIHI 3AOW3h1 ION OO :aoloadsul :Owa ££6S-b£Z-£o£ le uoilaadsu►-aa aoi ileo `apew uaaq aneq suoi;oaaaoo uayM., ON s@A :paainbaa uoiloodsul-aa kWcl/W`d ; quail :uoi}oadsui aol apepana quo ON C' v IVC OZ lJt :aagwnN PwJ8d :ssaappd qor :adA1 uoi4oadsul 331ION N01133dSNI XeJ 6068-20E (000) - 901110 5,09E -,09E (0oE) aug uo/loadsul ££6511EZ (COC) uoisinia uoiloadsul 6uiplin8 , 3Jam IV3HM =10 A113 Ri OA�f ftrat*] A a4#1 AINCO&PORAT1101 January 31, 2018 Quadrant Properties 981 Southpark Drive Littleton, Colorado 80120 Attention: Mr. Robert Turner Subject: Declaration Letter Wheat Ridge Corners Building D - - 2 , _ tt L73 - 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 D in Wheat Ridge, Colorado. Services were provided on a part to full-time, on-call basis. Testing and observations for Building D 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 9 through December 20, 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 footings and walls presented in our reports dated October 23 through October 31, 2017. Our observations indicated reinforcement was placed in general conformance with the approved drawings and standard construction practice. We performed concrete testing of walls and footings presented in our reports dated October 24 through October 31, 2017. The test results indicated the average 28 -day compressive strengths achieved specified strengths. 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 'Nest 12i' Avenue i Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 16)d 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: 01 C Ha pff G Luh Job Address: Permit Number: ❑ No one available for inspection: Time -2 Re -Inspection required: Yes (n--/ When corrections have been made, call for re -inspection at 303-234-5933 Date:, -2) . M, ' Inspector: �I �{— DO NOT REMOVE 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: %7/ C;1 Job Address: 37,)-? 2 J Permit Number: U l70 2619 {A/ A a r` — 4 ❑ No one available for inspection: Time AM%PMS' Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: /F -Inspector: , �, 6 i+y_ 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: �ffXC Ha Job Address: _372'7 fk Permit Number: 17; 10i/700_ lG% C a /y� s s• q��." d 14-11 rig - >t -d= - roeZ�U ) ❑ 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:, P' V" fF Inspector: \6/ 6;iA_Llr DO NOT REMOVE THIS NOTICE A&09 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3?2ZC 11,eA i� c Job Address: 3_297 1 Permit Number: 001700 1 q 19 INN ❑ No one available for inspection: Time P A M , Re -Inspection required: NoL_-__ When corrections have been made, call for `re -inspection at 303-234-5933 Date:Inspector: DO NOT REMOVE THIS NOTICE ldq. 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: 24176 ;?61q Oji _!1 ? fit _7c1,1 ❑ No one available for inspection: Time �� AM/PM Re -Inspection required: Yes No .' When corrections have been made, call for re-inspectionat303-234-5933 Date:5, i //6 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: 20-VA/1'c r C �1 Job Address:-3-77-7— Permit ddress:7Permit Number: n /70 ❑ No one available for inspection: Time AI'M Re -Inspection required: Yes 60— When corrections have been made, call for re -inspection at 303-234-5933 Date: /,� Inspector: G �� DO NOT REMOVE THIS NOTICE d/*J) i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3� (f �w Job Address: 7-% . j -4-h l Permit Number: 7�%X1 .i W _7— ❑ No one available for inspection: Time i.'. M/f0M Re -Inspection required: Yes ! No When corrections have been made, call for re -inspection at 303-234-5933 Date: R,?¢ �' !� Inspector: DO NOT 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: ?�JC— C" Job Address: 7 Permit Number:;)&'9/%i lZ ❑ No one available for inspection: Time Re -Inspection required: Yes /Na When corrections have been made, calfl for re -inspection at 303-234- Date:-/'5 03-234- Date:I.3 Inspector: J �. ! ✓fir DO NOT REMOVE THIS NOTICE &g b 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:JobAddress: Permit Number:%j��/� ❑ No one available for inspection: Time Re -Inspection required: Yes,- Nom' When corrections have been made, ca rre-inspection at 303-234-5933 Date: /'.39 •,_Inspector: 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: tot Permit Number: ,73)0/%® G Iq P ❑ No one available for inspection: Time �M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: �� o'� �%- %� Inspector: 06AI DO NOT REMOVE THIS NOTICE { i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /I'l ISC - (- Job Address: .3 7 Permit Number: ,2e%7121L ❑ No one available for inspection: Time, `AMIPM Re -Inspection required: Yes;'` No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: �i 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: Job Address: Permit Number: Ca�70 )6,_ U ❑ No one available for inspection: Time-' CIVM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: 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: Job Address: Permit Number: ©�/, LJ No one available for inspection: Time / /(--(AV/PM Re -Inspection required: Y s JNo l,) When corrections have been made, call for re -inspection at 303-234-5933 Date:/' �`/'"/9 Inspector: �, 6�o12 _ DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Otfice • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 73a23 Job Address: 3 c5� i Permit Number: 2,:l 71) ❑ No one available for inspection: Time AM Re -Inspection required: Yes Ngo When corrections have been made, call for re=inspection at 303 -234 - Date: -O/ 03 -234 -Date:©/ Itf Inspector: DO NOT REMOVE THIS NOTICE faq" b I � 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��3//'�%SC C141a Job Address: �37.^;17 &44S&,^y-k Permit Number: °app/.%D -)lo/%' (rwI ', 1, ❑ No one available for inspection: Time Re -Inspection required: Yes CN? When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector:�)sl�� DO NOT REMOVE THIS NOTICE edq'b" 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: 7�3//SSC C la Job Address: 3%.2%&4. trf� Permit Number: ❑ No one available for inspection: Time !: ��M/pM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: 7 -AF 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:�,�% ❑ No one available for inspection: Time—, °� {= dt' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date -j`° bio" Inspector.: CTV Ii DO NOT REMOVE THIS NOTICE je 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: 323 iyisC_ Job Address: % 0P? ala, Permit Number: 0/722�l 1_J No one available for inspection: Time � r` A/'WM Re -Inspection required: Yes 'N�o ./ When corrections have been made, call for rte -inspection at 303-234-5933 Date: -/ *Aa It -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: 5 %P 7t - Permit Number: �)0/70 261 ❑ No one available for inspection: Time 2 AA MdpM Re -Inspection required: Yes /140, ✓ -� When corrections have been made, call for re -inspection at 303-234-5933 Date: / -W/9—Inspector: DO NOT REMOVE THIS NOTICE �Gf� SCJ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE (. � , ► I Inspection Type: •( Job Address: !7�7�27 Permit Number: 2(Z/742 261 q ❑ No one available for inspection: Time /AM/)PM Re -Inspection required: Yes `No') When corrections have been made, ca Ker re -inspection at 303-234-5933 Date:/ . /4 - Inspector: Joh DO NOT REMOVE THIS NOTICE Y ��7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 L3 Job Address: _77.12 Permit Number: �� /% 16/ ❑ No one available for inspection: Time PM Re -Inspection required: Yes ; _No X`) When corrections have been made, call for re -inspection at 303-234-5933 Date: • q • /F, Inspector: JDA/�¢- 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 INISPEzCT0N NOTICE /"�ivcC C,cq� Inspection Type: Job Address: l Gcl tc" Permit Number: W 70 ❑ No one available for inspection: Time { ( XMI�M Re -Inspection required: Yes,` No J When corrections have been made, call for re -inspection at 303 -234 - Date: -// 03 -234 - Date:// ' ?, - Ir Inspector: AVq/ DO NOT REMOVE THIS NOTICE ' ism 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: ��3i %C- - r/--1&4 Job Address: U,4dsa)a4-4-k Permit Number: 00170,X11 IJNo one available for inspection: Time AAM10M Re -Inspection required: Yes' No, !� When corrections have been made, call for re -inspection at 303-234-5933 Date:,/, -5 ' /2 Inspector:_ Jcxj DO NOT REMOVE THIS NOTICE 6 e>� �1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 Job Address: Permit Number: D 7® �6 /q ❑ No one available for inspection: Time lO's"A IPM Re -Inspection required: YesQcaZ When corrections have been made, re -inspection at 303-234-5933 Date:-/* LI ' /9' Inspector: ; ),,'IV 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:/Ise Job Address: 7d 7ulvr f Permit Number: dol,70 2(l� ❑ No one available for inspection: Time % �'V/PM Re -Inspection required: Yes I INNc��' When corrections have been made, call for re -inspection at 303-234-5933 /(.� Date:/' 3' Inspector: J6V 6114, ri-- 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: /e) -.s Sh?,Pt Ga 11.5 Job Address: Permit Number: 26%70 �'-W i'I LlNo one available for inspection: Time, % i M%PM Re -Inspection required: Yes,/ When corrections have been made, call for re -inspection at 303-234-5933 Date6k 62 R IK Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: e� �?7t. nm, ' L Permit Number: _Z/ 12, L] No one available for inspection: Time km PM1/' Re -inspection required: Yes /No When corrections have been made, call -for inspection at 30.3-234- ty /71nspector: Date: I /, DO NOT REMOVE THIS NOTICE IV 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: 321 M r_<_ JobAddress: T72 -7 NVAI-)SWOZTZT k RLD Permit Number: '2Q(-7()2e221q 4.. V:�r1F:. IX) e( if V, ? ❑ No one available for inspection: Time f. _r. AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 t Date: 12 ZC� ��' Inspector: s d 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: 3,E,SC Job Address: Z?07 &I Permit Number: 20/70,2/? r 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 - 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: Gi �• G• • - , Job Address:�a% Permit Number:pi%D�/� ❑ No one available for inspection: Time Re -Inspection required: Yeses N When corrections have been made, call for re -inspection at 303-234-5933 Date:,/.P X15-/7 Inspector: 124Z DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE/,jInspection Type: S��b / '600' b Job Address: -7 S IVOT- �--yl 60 Permit Number: ❑ No one available for inspection: TimeAM/,pM Re -Inspection required: Yes No When corrections have been made, call for re-inspectionat303-234-5933 Date: /' %' inspector: 30A/U//- DO NOT REMOVE THIS NOTICE f-)6t1'jd1')Vq ''b " W 1�city of' eate MUNI"fY DEVELOPMENT �d01��JG�Icl City of Wheat Ridge Municipal Building 7500 W. 291" Ave. Wheat Ridge, CC) 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 9, 2017 PERMIT# 201702619 ADDRESS: 3727 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: 0.0' REAR: 173.7' SIDE: N: 187.5' SIDE: S: 319.7' The MINIMUM ELEVATION has been determined to be: 5450.9' — (NAVD88). The above measurements have been determined on the following location: Check only one): Top of proposed foundation prior to placement of concrete X 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 s ii$31'4 wi 1 3 moo: (s. dsvalt `.ea Date November 9, 2017 FOR OFFICE USE ONLY Approved V . Inspector Date www.ci.wheatridge.co.us Rev 09/17 EXHIBIT NOTICE TO SURVEYOR: 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 09117 i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE��- f/ Inspection Type: Job Address: 7 7;27 Permit Number: Q17 ! C L .? ❑ No one available for inspection: Time `> ;AM%PM Re -Inspection required: Yes (No.) amu_. When corrections have been made, call for re -inspection at 303-234- Date://, 03-234-Date://' 9' % 7 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE�,5 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `�1 l'{'�l� 6 7 - Job Address: Permit Number: ❑ 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://, q' /% Inspector: A� Com/ / DO NOT REMOVE THIS NOTICE 11 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: r?,O/?b 6 161 ❑ No one available for inspection: Time � : a : (AM/PM Re -Inspection required: Yes;' No When corrections have been made, call for re -inspection at 303-234-5933 Date: ! � f Inspectmr V6;% DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ) Inspection Type: a o / un qrP� -o✓npl Job Address: 3 7 l�� ✓a/ )'1 /� ✓�% Permit Number: 2Q1 7cl 6 ❑ No one available for inspection: Time 3 AM/PM Re -Inspection required: Yes Co' When corrections have been made, call for re -inspection at 303-234-5933 Date: IO 3 /7 Inspector: M7_1 DO NOT REMOVE THIS NOTICE City of Wheat Ridge V Commercial New Struc PERMIT - 201702619 PERMIT NO: 201702619 ISSUED: 10/20/2017 JOB ADDRESS: 3727 Wadsworth BLVD EXPIRES: 10/20/2018 JOB DESCRIPTION: New commercial structure (core & shell only) - 6,387 sq ft - Bldg D 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#: / *** 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 Commercial New Struc PERMIT - 201702619 PERMIT NO: 201702619 ISSUED: 10/20/2017 JOB ADDRESS: 3727 Wadsworth BLVD EXPIRES: 10/20/2018 JOB DESCRIPTION: New commercial structure (core & shell only) - 6,387 sq ft - Bldg D Site work on Permit No. 201708286 1,by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, apphcabble building codes, and all applicable municipal codes, policies and procedures, and that I am tie 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 enn I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed aq t��t all fork to be performed is disclosed in this document and/or fiats' accompanying approved plans and specifications. Signature of 0W11* y or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 ordnance or regi ti of. -this 'urisdiction. Approval of work is subject to field inspection. r 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 f �gc COMMUNITY DIVUL(mMENT Building & Inspection Services Division 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits0ci.wheatridge.co.us I FOR OFFI'CE USE ONLY I Date: 01 V -� /'j Plan/Permit # ✓10j tv/ I 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: (Bldg D) 3727 Wadsworth Blvd. 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. , State, Zip: Littleton, CO 80120 Architect/Engineer: Nama Partners, LLC Architect/Engineer E-mail: mbrettmann@namapartners.com Phone: Contractor: Brinkmann Constructors Contractors City License #: Contractor E-mail Address: Sub Contractors: N/A Electrical: W.R. City License # Other City Licensed Sub: City License # N/A bjilke@askbrinkmann.com Plumbing: W.R. City License # 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 N 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 ❑ 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) (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. 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 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 (AU IZED 5EPRESENTATIV of*(OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: ,% Reviewer: 9 Y' r-- ,q_(1, tnw �UL c� n� t W BUILDING DEPARTMENT COMMENTS: Reviewer r gJ 0 --yin P OCCUPANCY CLASSIFICATION: (J vwA '9 (J�I r� 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 -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 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