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3274 Pierson Street
i CITY OF WHEAT RIDGE- - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'mom Job Address: __4 ! t=jaS Permit Number: ''_ �� (:t / $ ❑ No one available for inspection: _Ilal } AMI Re -Inspection require'd:f Ye `�No � When corrections have been made, schedule for re -inspection online at: httpLt www.ci.wheatridge.co.ueinspecti � i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE S ... Inspection Type: C I r_Vv "- Job Address: Permit Number: ef:Z:�'7M ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yes When corrections have been mader ss edule for re -inspection online at: http✓/www,ci.wheatridge.co.ushnoec I. Date tea` snPrtn __ �, V a -e City of Wheat Ridge r Residential Solar PERMIT - 202001031 PERMIT NO: 202001031 ISSUED: 06/10/7.020 JOB ADDRESS: 3274 Pierson St EXPIRES: 06/10/2021 JOB DESCRIPTION: Solar installation grid -tied., flush -mounted 11.84 kW solar PV system, 37 on roof. *** CONTACTS *** OWNER (773)318-0114 PICCO SCOTT SUB (303)904-2268 RAY WILLIAMS 120156 SUNTALK SOLAR *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LUT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,680.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first_ inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be per shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. The issuanc or granting of ermit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicabl . o or any ordi cc or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS 14UST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Solar PV Installation Date: Friday, June 5, 2020 8:34:36 AM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 3274 Pierson St. Property Owner Name Scott PiccO Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 773-318-0114 scottdpicco@gmail.com Picco - Electronic Payment Form.Ddf CONTRACTOR INFORMATION Contractor Business SUNTALK Name Wheat Ridge 120156 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. Project Value (contract value or cost of ALL materials and labor) 214-226-5738 erivera@suntalksolar.com erivera@suntalksolar.com Grid -tied, flush -mounted 11.84 kW solar PV system 11.84 37 house roof Yes Picco PV Letter.pdf Picco. Scott - permit packet EE.Ddf 23680 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Elisa Rivera Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Lopez Smolens Associates Consulting Structural Engineers June 2, 2020 To: City of Wheat Ridge Building Department Re: Roof -mounted PV Installation on Existing Residence Engineering Project #: 20209 3274 Pierson St. Wheat Ridge, CO Plans Examiner, This letter is to state that I made a general review of the existing roof structures in reference to supporting the point loads from the proposed solar panel racks and supports. The roof will be subject to design loads of 30 psf roof snow load, and a wind load of VUit = 140 mph, Exp. C. The panels will add a dead load of 4 psf. The existing roof over the main interior consists of composite shingles on plywood sheathing on 2x6 rafters at 24" o.c. spanning about 12 ft. from a 1x8 ridge board to the exterior walls, with a 36" overhang. There are 1x8 collar ties on at least every other rafter about 24" up from the ceiling joists that bring the rafter span to 9 ft max. Over the northern room east of the garage, the 2x6 rafters are spaced at 12" o.c. and span 12 ft. max. with a 36" cantilever. Our review confirms that the existing structure is adequate to support the new loads from the array, given the following specifications: The PV array will be located at least 12" away from all edges of the roof plane, and will not be more than 12" above the roof. Panels will be oriented in portrait format in two rows. Each row of panels will be supported by two Unistrut rails evenly spaced, running perpendicular to the roof pitch. Unistrut mounts (Unirac L -feet) shall be spaced at 48" maximum along each horizontal edge, and within 8" of each end. Rails may cantilever a maximum of 8" past the last mount. Vertically -adjacent mounts should not bear on the same rafter but should be staggered over every other rafter (wherever possible) so that each rafter under the panels supports some load. A layout of the mounts is included in SunTalk's design package. Each mount should be attached to the rafters with a 3/8" -diameter stainless steel lag screw with a minimum penetration of 2" into the center of each 2x6. Each rafter that supports a mount should fasten to the exterior bearing plates with a Simpson H2.5 hurricane tie, minimum. All racking components and panel connections are to be per manufacturer's recommendations. All work shall be performed in accordance with the 2018 IBC and 2018 IRC and all City of Wheat Ridge Building Department amendments. Our review and analysis have been based on some information supplied by SunTalk Solar, and only a portion of the roof structure was observed. We do not assume responsibility for any construction flaws or defects that may currently exist or are caused by the proposed installation. Sincerely, O�P'' • /cF�L 44 Ian Smith, P. E. c 4' 30 = a O6/2/20 4W 's, 2400 Central Ave., A-1 North, Boulder, CO 80301 (303) 447-2813 fax (303) 447-2814 3274 PIERSON ST. City of "rte' W heat Ridge /COMMUNI"tY DEVELOPMENT APPROVED Reviewed for Code Compliance 0 6.9.2020 Plans Examiner Date Validity of ermn: The lssuanrr of a mmW a opprowo olphms spe[lfaVtlone and compvmt5om shoe rat be o petme for, or on approval of ory woloom as my of the provlsi m of the awldMg code a of alit, pry ardiaa1as. perms, prewrrung to g" awliarlty to woloat or canal the provisions of Me.funsav coda or am" admaaotsofdn caySW not sewed 0 W 35th Ave w 351h Ave Prospect Valley Mobile lashes P Elementary School w sm,M _ v w urh A.,. o s •3274 Pierson Street r 9 15 Applewood Knolls nR s Applewood g Swim And Tennis Clubv 4s4 Baptist Church _ U - a � nr g W ]lel M N X1.1 A,. 202001031 PROJECT SUMMARY System Size: 11.84 kW Module: (37) Jinko JKM320M-60HL Inverter: (37) Enphase IQ7PLUS-72-2—US —1 Branch of 13 Modules/Inverters —2 Branches of 12 Modules/Inverter Racking: UniRoc w/Flashing Roof Snow Load: 30 psf Wind Load: 105 mph, Class C Interconnection: Line Side Interconnection (60A Fuse) Roof: 25yr Comp. Shingle (— 10yrs, Good) Single Layer Array 1 — Tilt: 9' Azimuth: 90° Installer: SunTalk Utility: Xcel AHJ: City of Wheatridge CONTENTS 1.0 Cover Page 1.1 Site Plan 1.2 Module Layout 1.3 Details 2.0 Single Line Diagram 2.1 Single Line Diagram 2.2 Interconnection Diagram 3.0 Calculations 3.1 Placards 3.2 Placard — Rapid Shutdown 4.0 NREL PV Watts 5.0 Commissioning 6.0-6.5: Component Specification Sheets Approval Notes: 7) P/V array system to have grounding system installed per Part III of Article 250 per 2077 NEC Article 690.47(A). 2) If LIFER ground in not available provide or verify supplemental ground rods per 2077 NEC Article 250.53(A)(3). 3) Natural Gas & Cold Water bonding per 2077 NEC Article 250.704(6) M 0 0 0 H 00 In 0 Z O '4- 0 O En w o Q� O wow � M � Q I 38SET N0. 0 W Zy Q z - d o W u rn o Zm O� 90 /aT 90 /AZIMUTH 25YR COMP SHINGLE (SINGLE LQYEP) POOF (~IOYPS, GOOD) 1 N 3274 PIERSON ST. m 3274 PIERSON ST., SOLAR LAYOUT SCALE; 3/32' = V-0' OUTSIDE EQUIPMENT SCHEDULE Tl MODULES O2 INVERTER GENPHASE COMBINER PANEL OPV DISCONNECT OPV PROD METER ©FUSED PV DISCONNECT 07 MAIN PANEL ®UTILITY METER LABEL UTILITY METER AND PV PROD METER PH❑T❑VOLTAIC SYSTEM CONNECTED (Ij (Y5 0m mm Y £ 0 J0L O L 0 0 >Y m Zw 3 N O 3 t/� 3 ) 3 DATE SHEET NO. JJl' lJ 3J Junction Jox100, 2' 4' clayor 3274 PM"' ST , RACKING LAYOUT I12 SCALE: 3/16' M M O O H 00 cr)O z�� wo O U �CDO a—wp H M morlQ wO 04 r- Nj nU CV = I - V1 M I- DATE SHEET NO. WN RIDGELINE NN 4" UNIRAC W/ FLASHING LAG BOLT TRUSS DECKING 3274 PIERSON ST., ATTACHMENT SCALE; 1 1/2' = 1'-0' MODULE CUAMP M O O H 00 cr)O z�� m0 O r-) of a—wp m<I orlQ w0 0w r- nU CV = I- V1Mr DATE SHEET NO. M (D ARRAY SPECIFICATIONS 4.16 kW (13) JINKD 320W MODULES 1 MODULE PER INVERTER 13 INVERTERS IN A BRANCH MODULES SPECIFICATIONS MANUFACTURER, JINKO MODEL;JKM320M-60HL VOC, 40.9 V VMP;33,4 V ISC110.15 A IMP; 9.59 A aV DC: -0.28X7°C INVERTER SPECIFICATIONS MANUFACTURER; ENPHASE MODEL;IQ7PLUS-72-2-US INVERTER OUTPUT; 290W INVERTER VOLTAGE; 240 V INVERTER CURRENT; 1.21 A CONT. CURRENT; 1.51 A (xio) MODULES/ 0 0 1Q7+ 0 0 INVERTERS EQUIPMENT SCHEDULE (D(13) JINKO JKM320M-60HL SOLAR MODULES. 02 ENPHASE IQ7PLUS-72-2-US GRID -TIE INVERTER, 240VAC OUTPUT, WITH INTERNAL RAPID SHUTDOWN. UL 1741 AND IEEE 1547 COMPLAINT (13 PER BRANCH). (2)OUTDOOR JUNCTION BOX. FEEDER SCHEDULE Q MANUFACTURER SUPPLIED CABLE. (DPROVIDE 2 #10 AWG THWN-2, 1 #10 AWG (G) IN A 3/4' CONDUIT (SEE NOTE B) (-40'). POWER SOURCE CALCULATIONS OPERATING CURRENT: 9.59 A x I x 1,25 = 11,99 A OPERATING VOLTAGE; 33.4 V x I x 1.14 = 38.08 V MAXIMUM VOLTAGE: 40.9 V x 1 x 1.14 = 46.63 V SHORT CIRCUIT CURRENT; 10.15 A x 1 x 1.25 = 12.69 A >�/ECTOR E fl O I fl E E R 9 651 W. 9ALENA PARR HLVO. HTE. I a I P. levy 1 990-1775 DRAPER, UTAH 99080 www. vECTCRHE.CCM ELECTRICAL ONLY %R%Fp n Digitally signed Dean Pby Dean Lev 0men Levors Date 2020 06 04 en 14 05 36 -0600' FU, �.I 2 34371 �•s 06/04/2020 Firm License Number: 20181009799 VSE Project Number: U2332.0570.201 TO AC COMBINER (SHEET 2.2) GENERAL NOTES (1) MINIMUM PERMANENT SIGNAGE (YELLOW PLACARD, BLACK LETTERING): (A) ON COVER OF VISIBLE UTILITY DISCONNECT - "PHOTOVOLTAIC SYSTEM DISCONNECT" (B) ON FRONT COVER OF MAIN SERVICE PANEL "WARNING: THIS PANEL ALSO FED BY SOLAR ELECTRIC SOURCE." (C) ON BILLING METER AND PV PROD METER - "PHOTOVOLTAIC SYSTEM CONNECTED" (2) SIGNAGE OTHER THAN THAT GIVEN IN (1) ABOVE MAY BE REQUIRED (3) PV MODULES, STRING COMBINERS, GFI, DC DISCONNECT, INVERTER, AC DISCONNECT, AND UTILITY DISCONNECT ARE UL -LISTED. (4) ALL GROUND SYSTEMS ARE BONDED TOGETHER. (5) GROUNDING/BONDING WITHIN ARRAY PER UL -LISTED MOUNTING SYSTEM (SEE RACKING SPEC SHEET) (6) INTERCONNECTION WILL BE PER LOCAL UTILITY REQUIREMENTS (DOUBLE -POLE CB OR LINE SIDE TAP). (7) SYSTEM CANNOT BE TESTED ON LINE UNTIL APPROVED BY UTILITY. (8) THE PHOTOVOLTAIC SYSTEM WIL BE INSTALLED IN COMPLIANCE WITH ARTICLE 690 OF THE 2017 NEC. CONDUIT TO COMPLY WITH 690.31. (9) ALL WIRES MUST BE COPPER AND SIZED FOR A MAXIMUM 2.0% VOLTAGE DROP. (Ij (Y5 00 mm a L Y 0 0 J00 U O L a o 0 m > s m Z ~ w 3 = N O 3 t/1 3 w 3 r7 M CD 0 00 [n O Z U � woo U Of Li— LJ Q Of F 7 Q I w0 W 7 RU CV =I- cn1n3r- 1265 DATE SHEET NO. MUG TYP, OF 2 ARRAYS (X9) MODULES/ 0 o IQ7+ 0 0 INVERTERS TO AC COMBINER (SHEET 2.2) I ARRAY SPECIFICATIONS 3.84 kW (12) JINKD 320W MODULES 1 MODULE PER INVERTER 12 INVERTERS IN A BRANCH MODULES SPECIFICATIONS MANUFACTURER, JINKO MODEL;JKM320M-60HL VOC;40,9 V VMP;33,4 V ISC; 10.15 A IMP; 9.59 A aV OC; -0.287./°C INVERTER SPECIFICATIONS MANUFACTURER; ENPHASE MODEL;IQ7PLUS-72-2-US INVERTER OUTPUT; 290W INVERTER VOLTAGE; 240 V INVERTER CURRENT; 1.21 A CONT. CURRENT; 1.51 A EQUIPMENT SCHEDULE (D(12) JINKO JKM320M-60HL SOLAR MODULES. 02 ENPHASE IQ7PLUS-72-2-US GRID -TIE INVERTER, 240VAC OUTPUT, NTH INTERNAL RAPID SHUTDOWN. UL 1741 AND IEEE 1547 COMPLAINT (12 PER BRANCH). FEEDER SCHEDULE (F)MANUFACTURER SUPPLIED CABLE. Q PROVIDE 2 #10 AWG THWN-2, 1 #10 AWG (G) IN A 3/4" CONDUIT (SEE NOTE B) (-20'). POWER SOURCE CALCULATIONS OPERATING CURRENT, 9.59 A x I x 1.25 = 11.99 A OPERATING VOLTAGE, 33.4 V x 1 x 1.14 = 38.08 V MAXIMUM VOLTAGE, 40.9 V x 1 x 1,14 = 46,63 V SHORT CIRCUIT CURRENT; 10.15 A x 1 x 1,25 = 12,69 A ,VECTOR E in 6 1 n E E R E 651 W. RLE FAR[ . RIE. 101 PM RE (80 1) 990-1775 ORAPER, UTAH 84020 WWW.VERIORRE.ROM ELECTRICAL ONLY Ole�?'i 1b Dean Digitally ®QG': signed by PDeanCU P n :0 34371 z: Levor°e`B1 02'0604 06/04/2020 �2 14'.06'.10 •' 'e, sen -0600 `^,•.... •••�:. Firm License Number: 20181009799 VSE Project Number: U2332.0570.201 GENERAL NOTES (1) MINIMUM PERMANENT SIGNAGE (YELLOW PLACARD, BLACK LETTERING): (A) ON COVER OF VISIBLE UTILITY DISCONNECT - "PHOTOVOLTAIC SYSTEM DISCONNECT" (B) ON FRONT COVER OF MAIN SERVICE PANEL "WARNING: THIS PANEL ALSO FED BY SOLAR ELECTRIC SOURCE." (C) ON BILLING METER AND PV PROD METER - "PHOTOVOLTAIC SYSTEM CONNECTED" (2) SIGNAGE OTHER THAN THAT GIVEN IN (1) ABOVE MAY BE REQUIRED (3) PV MODULES, STRING COMBINERS, GFI, DC DISCONNECT, INVERTER, AC DISCONNECT, AND UTILITY DISCONNECT ARE UL -LISTED. (4) ALL GROUND SYSTEMS ARE BONDED TOGETHER. (5) GROUNDING/BONDING WITHIN ARRAY PER UL -LISTED MOUNTING SYSTEM (SEE RACKING SPEC SHEET) (6) INTERCONNECTION WILL BE PER LOCAL UTILITY REQUIREMENTS (DOUBLE -POLE CB OR LINE SIDE TAP). (7) SYSTEM CANNOT BE TESTED ON LINE UNTIL APPROVED BY UTILITY. (8) THE PHOTOVOLTAIC SYSTEM WIL BE INSTALLED IN COMPLIANCE WITH ARTICLE 690 OF THE 2017 NEC. CONDUIT TO COMPLY WITH 690.31. (9) ALL WIRES MUST BE COPPER AND SIZED FOR A MAXIMUM 2.0% VOLTAGE DROP. DATE SHEET NO. 2.1 Approval Notes: 1) P/V array system to have grounding system installed per Part III of Article 250 per 2017 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2017 NEC Article 250.53(A)(3). 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(6) BRANCH CIRCUIT 1 (SHEET 2.0) BRANCH CIRCUIT 2 (SHEET 2.1) BRANCH CIRCUIT 3 (SHEET 2.1) BRANCH CIRCUITS J (SHEETS 2,0 & 2.1) ARRAY SPECIFICATIONS 11.84 kW (37) JINKO 320W MODULES 1 MODULE PER INVERTER 13 INVERTERS IN A BRANCH (X1) 12 INVERTERS IN A BRANCH (X2) MODULES SPECIFICATIONS MANUFACTURER, JINKO MODEL1JKM320M-60HL VOCG40,9 V VMP;33A V ISC;10.15 A IMP; 9.59 A aVOC; -0.28%/°C INVERTER SPECIFICATIONS MANUFACTURER; ENPHASE MODEL;IQ7PLUS-72-2-US INVERTER OUTPUT; 29OW INVERTER VOLTAGE; 240 V INVERTER CURRENT; 1.21 A CONT. CURRENT, 1.51 A EQUIPMENT SCHEDULE 01 ENPHASE AC COMBINER BOX WITH (3X) 2—POLE 20A BREAKERS AND INTEGRATED ENVOY WITH (1X) 2—POLE 10A BREAKER. (2)PROVIDE A 2—POLE 240VAC 60A OUTDOOR , NEMA 3R SERVICE RATED DISCONNECT. PHOTOVOLTAIC DISCONNECT SHALL BE VISIBLE, ACCESSIBLE, LOCKABLE, LABELED "PHOTOVOLTAIC AC DISCONNECT" WITHIN 10' OF METER. @200A, 1 PH LEVER BY—PASS PV PRODUCTION METER. THE SELF—CONTAINED METERING WILL BE IN COMPLIANCE WITH THE MOST RECENT REVISION OF THE XCEL ENERGY STANDARD; SPECIFICALLY SECTION 4.11. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE TERMINALS (TOP OF METER BLOCK). THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY LABELED 'PV PROD' IN ACCORDANCE WITH WITH THE REQUIREMENTS FOR 'METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD. PV PRODUCTION METER SHALL BE LOCATED WITHIN TEN (10) FEET OF THE EXISTING UTILITY METER. IF THERE IS ANY REASON THIS CANNOT BE ACCOMPLISHED, A SITE PLAN SHOWING THE PROPOSED EQUIPMENT LOCATIONS SHALL BE SUBMITTED FOR REVIEW. THE LOCAL METER SHOP MUST APPROVE THE SITE PLAN FOR THE APPLICATION APPROVAL; SITE MEETINGS CAN BE ARRANGED UPON REQUEST. 0 EQUIPMENT SCHEDULE CONT. ®PROVIDE A 2—POLE 240VAC 60A OUTDOOR, NEMA 3R SERVICE RATED DISCONNECT WITH (2X) BOA FUSES. PHOTOVOLTAIC DISCONNECT SHALL BE VISIBLE, ACCESSIBLE, LOCKABLE, LABELED "PHOTOVOLTAIC AC DISCONNECY' WITHIN 10' OF METER. 05 LINE SIDE TAP ON CUSTOMER SIDE OF METER BEFORE MAIN BREAKER IN EXISTING MAIN ELECTRICAL PANEL WITH 150A MAIN BREAKER AND 150A BUSS. FEEDER SCHEDULE ©PROVIDE 3 #6 AWG THWN-2, 1 #10 AWG (G), IN A 3/4" CONDUIT (SEE NOTE 7) (-5- LENGTH). ®PROVIDE 3 #6 AWG THWN-2, 1 #6 AWG (G), IN A 3/4" CONDUIT (SEE NOTE 7) (-5' LENGTH). POWER SOURCE CALCULATIONS OPERATING CURRENT, 9,59 A x 1 x 1.25 = 11.99 A OPERATING VOLTAGE; 33.4 V x 1 x 1.14 = 38.08 V MAXIMUM VOLTAGE; 40.9 V x I x 1.14 = 46.63 V SHORT CIRCUIT CURRENT; 10.15 A x I x 1.25 = 12.69 A TO UTILITY LINE O 15OAN�VECTOR KI 1 JOA E In a I In E E R a 651 W. 9N.ENA PARR HLVO. HTE. 101 P. (soy 1 990-1775 DRAPER, UTAH 99080 HE.CCM I0 0 ELECTRICAL ONLY O oO 0 0 loo Dean P �EGsT� d �Q �JN Levorsen 3471 ��0 9 � •d G Digitally signed by' 06/04/2020 L; Q Dean P Levorsen• Date: 2020.06.04' �...... 14:07:03-06'00' 'A1-" yf Firm License Number: 20181009799 VSE Project Number: U2332.0570.201 GENERAL NOTES (1) MINIMUM PERMANENT SIGNAGE (YELLOW PLACARD, BLACK LETTERING): (A) ON COVER OF VISIBLE UTILITY DISCONNECT - "PHOTOVOLTAIC SYSTEM DISCONNECT" (B) ON FRONT COVER OF MAIN SERVICE PANEL "WARNING: THIS PANEL ALSO FED BY SOLAR ELECTRIC SOURCE." (C) ON BILLING METER AND PV PROD METER - "PHOTOVOLTAIC SYSTEM CONNECTED" (2) SIGNAGE OTHER THAN THAT GIVEN IN (1) ABOVE MAY BE REQUIRED (3) PV MODULES, STRING COMBINERS, GFI, DC DISCONNECT, INVERTER, AC DISCONNECT, AND UTILITY DISCONNECT ARE UL -LISTED. (4) ALL GROUND SYSTEMS ARE BONDED TOGETHER. (5) INTERCONNECTION WILL BE PER LOCAL UTILITY REQUIREMENTS (DOUBLE -POLE CB OR LINE SIDE TAP). (6) SYSTEM CANNOT BE TESTED ON LINE UNTIL APPROVED BY UTILITY. (7) THE PHOTOVOLTAIC SYSTEM WIL BE INSTALLED IN COMPLIANCE WITH ARTICLE 690 OF THE 2017 NEC. CONDUIT TO COMPLY WITH 690.31. (8) ALL WIRES MUST BE COPPER AND SIZED FOR A MAXIMUM 2.0% VOLTAGE DROP. r7 M O O H00 cr)O z U m0 O G Of 0 a— wp �aEOf F -- "d- < —�Q won Jr7 RU CV =r - N r7 r- 1265 DATE SHEET NO. W ARRAY SPECIFICATIONS 11.84 kW (37) JINK❑ 320W MODULES 1 MODULE PER BRANCH 13 INVERTERS IN BRANCH (X1) 12 INVERTERS IN BRANCH (X2) MODULES SPECIFICATI❑NS MANUFACTURER;JINK❑ M❑DEL:JKM320M-60HL V ❑C; 40.9 V VMP 33,4 V ISC 10,15 A IMP;9.59 A aV❑C:-0,28%/°C MODULE TO INVERTER (MANUFACTURER WIRE) VOLTAGE; 46,63V x 1 = 46.63 V AMPS: 10.15Ax1,25 = 12.69 A INVERTER TO AC COMBINER #10 AWG THWN-2, #10(G) INVERTERS IN A BRANCH, 13 OUTPUT 290Wx13 = 3,77kW VOLTAGE: 240 V AMPS: 1,21Ax13x1.25 = 19.66 A BREAKER 20A INVERTER TO AC COMBINER #10 AWG THWN-2, #10(G) INVERTERS IN A BRANCH: 12 OUTPUTi 290Wx12 = 3.48kW VOLTAGE; 240 V AMPS: 1,21Ax12x1,25 = 18.15 A BREAKER 20A INVERTER SPECIFICATI❑NS MANUFACTURER, ENPHASE M❑DEL, IQ7PLUS-72-2—US INVERTER OUTPUT: 290W INVERTER VOLTAGE: 240 V INVERTER CURRENT; 1.21 A CONT. CURRENT; 1,51 A TEMPERATURE FOR (80033) PER ASHRAE LOWEST —25'C —13`F HIGHEST, 34°C 93°F TEMPERATURE CALCULATIONS, 46.63 V = 40.9 V x (1+((-256-250C)x-0.28%/°C)) 930F+40°F = 1336F 0,77 C❑RRECTI❑N FACTOR FOR 90'C 0,65 C❑RRECTI❑N FACTOR FOR 75°C (TABLE 310.15B2b) FUSED AC DISCONNECT TO INTERC❑NNECTI❑N #6 AWG THWN-2, #6(G) TOTAL INVERTERS; 37 OUTPUT: 290Wx37 = 10,73kW VOLTAGE; 240 V AMPSs 1,21Ax37x1,25 = 55.96 A FUSES 60A LINE SIDE INTERC❑NNECTI❑N MAIN BUS: 150 A ALLOWABLE: 150A A X 120% = 180A 150 A MAIN + 60 A PV = 210 A 180 A < 210 A LINE SIDE TAP SYSTEM MEETS NEC 690.64 & 705,12(A) AC COMBINER TO FUSED AC DISCONNECT ��/ E CTO R #6 AWG THWN-2, #10(G) TOTAL INVERTERS; 37 E n a i n E E R s AMPS: 290Wx37 = 10,73kW 651 W. GALENA PARK BLVD. STE. 101 PHONE(BO 11990-1%%5 VOLTAGE; 240 V DRAPER, L1TAN 64030 WWW. VEC OR9E.CON AMPS: 1,21Ax37x1,25 = 55.96 A Digitally ELECTRICAL ONLY FUSE: 60A Dean signed by gym P Deane e'a��J(�rr�� rsen 0�4Y�fi,Lt LL Date4 Levor 2020.06.04 l�tU: sen '060022" E a a 06/04/2020 �c�Q Firm License Number: 20181009799 VSE Project Number: U2332.0570.201 aL:� n ro O O �00 NO Z 0 � o0 0 W ufn00 1v�p 1 00 ~r,¢I OnWn ~Ln rro ar- 12657 1 SBg66T N0. 3.0 i N 3274 PIERSON ST. 3274 PIERSON ST,, PLACARDS SCALE: 3/32' = 1'-0' VECTOR E n B I n E E R B 651 W. SA E PAx Se M. SM. /O/ pq qE 19011 990-1995 .PEN. UTAH 94080 9E.COM ELECTRICAL ONLY / CJ :0 34-371 �. 06/04/2020 L�✓. Firm License Number: 20181009799 VSE Project Number: U2332.0570.201 PLACARDS 11) ON JUNCTION - WARNING, ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE SIDE AND LOAD SIDES MAY BE ENERGIZED. MAXIMUM SYSTEM VOLTAGE, 240 V AC MAXIMUM CIRCUIT CURRENT, 44.8 A AC �ON INVERTER, WARNING, THE DISCONNECTION OF THE GROUNDED CONDUCTOR(S) MAY RESULT IN OVERVOLTAGE ON THE EQUIPMENT. PHOTOVOLTAIC AC DISCONNECT, RATED AC OUTPUT CURRENT, 1.0 A AC NOMINAL OPERATING AC VOLTAGE, 240 V AC Q ON AC DISCONNECTS PHOTOVOLTAIC AC DISCONNECT NOMINAL AC VOLTAGE, 240 V AC RATED AC CURRENT, 44.8 A AC WARNING, ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDE MAY BE ENERGIZED ® PV PROD METER, PV PROD METER GON MAIN SERVICE PANEL AND UTILITY METER, PHOTOVOLTAIC SYSTEM CONNECTED WARNING, ELECTRICAL SHOCK HAZARD, TERMINALS ON BOTH LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. WARNING, TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL. MAIN PHOTOVOLTAIC DISCONNECT. SON SERVICE DISCONNECT, SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN. TURN RAPID SHUTDOWN SWITCH TO THE 'OFF' POSITION TO SHUTDOWN PV SYSTEM ND REDUCE SHOCK HAZARD IN ARRAY. Dean Digitally signed by PDean P Levorsen Levor2ate 2020.06.0 4 140737 Sen -06'00' r7 11) 0 O H00 Cl)O Z U � NQ Q ;c)rnwo QoU�01 o a-00 NF-- F-- r7 NF- -tQ I Ro �wM nU NSn U) r7 r 30EET N0. 3.1 3274 PIERSON ST. 0 Papi6 5huldown 1 12 0 4 N s 6 7 8 EQUIPMENT SCHEDULE 10MODULES OINVERTER OENPHASE COMBINER PANEL OPV DISCONNECT OPV PROD METER ©FUSED PV DISCONNECT OMAIN PANEL ®UTILITY METER VECTOR E n B i n E E R B 55I W. RU. H 6BRE Etw. aiE. /O/ pH HE (60/1 990-1995 OMPEN. UTA4030 WWW. VEC/ORRE.COM ELECTRICAL ONLY sY!erns' ss b1�Q$`i� AVL LEG; �jT�e Q U�• Dean Digitally signed by d„ C P Dean P ,4,0 Levo sen \U .0 34371 E Levor Date: z0z0.0s.04 ' 06/04/2020 sen 1407:50 -06'00' , •: G�•.... A'��'._, Firm License Number: 20181009799 VSE Project Number: U2332.0570.201 M O O H 00 Cf)O z E) wo O LLj U�UO q_wo < 7 RO LL, won Jr7 RU C14=r N rn r7 r DATE SHEET NO. WN 5/20/2020 **;,NREL caution: Dhomronaic eysrem ceNom�ance predlmons .1.1—by wwatts@ mduee many inherent umptions and ncertand. aM do m reFlM va between W 0—rigic, tee Cnologies nor site-specifK pt as res by Dvwatts® inputs. ror e.ample, w modules witbetter certorm are not ,MMU_ wtln —acs" f lesser performing modules. Bot NREL and private companies provide moa sophisd-,1 DV modeliig tools (wN ast.System h dsor Madel at haps://sam.nrel.gov) tat allow Por re precise and romDlex modeliig of W systems. me e.Dected range Is basad on so ya— or actual wearer data at to gNen location and s intended m pwd. an indiweon d to v.H,d,n W, might see. Far mo IMormadpn, please refer to is NREL resat me emr Re,.. hftps:/Ipvwafts.nrel.gov/pvwatts.php KInTI= �! a Cautions f or Interpreting Results) Due to variations and the uncertainties associated with the weather data and the model used to model the PV perf ormance, f uture months and years may be encountered where the actual PV perf ormance is less than or greater than the values shown in the table, The variations may be as much as 40% f or individual months and up to 20% f or individual years, Compared to long-term perf ormance over many years, the values in the table are accurate to within 10% to 12%, OD M WWI (U (U (U (U 0 0 MIM 01i (h CD CD M M L: E a O JC O i C5 aN 61 d W 3 L c°n 3 3 W H %D D IV) E_ z tl Y Q Q U w O a Z O MOM W CI V)O Z 0't wo O uof0 I IL rA < I M0 LL, go c,4 r - v) n I - JOB NO. 12657 DATE 5/6/20 SHEET NO. 4.0 PVWatts Calculator RESULTS 15,533 kWh/Vear* System output may range from 14,428 to 15,991 kWh per year near this location. Month Solar Radiation AC Energy Value (kWh 1m21 day) (kWh) ($) January 2.48 733 81 February 3.47 942 104 March 4.69 1,397 154 April 5.42 1,531 169 May 6.35 1,813 200 June 7.01 1,829 202 July 6.65 1,788 198 August 5.93 1,626 180 September 5.17 1,365 151 October 3.71 1,044 115 November 2.90 820 91 December 2.19 644 71 Annual 4.66 15,532 $ 1,716 Location and Station Identification Requested Location 3274 PIERSON ST, WHEATRIDGE, CO Weather Data Source Let, Lon: 39.77, -105.14 1.0 mi Latitude 39.770 N Longitude 105.14° W PV System Specifications (Residential) DC System Size 11.84 kW Module Type Standard Array Type Fixed (open rack) Array Tilt 9° Array Azimuth 90° System Losses 14.08% Inverter Efficiency 96 DC to AC Size Ratio 1.2 Economics Average Retail Electricity Rate 0.111 $/kWh Performance Metrics Capacity Factor 15.0 a Cautions f or Interpreting Results) Due to variations and the uncertainties associated with the weather data and the model used to model the PV perf ormance, f uture months and years may be encountered where the actual PV perf ormance is less than or greater than the values shown in the table, The variations may be as much as 40% f or individual months and up to 20% f or individual years, Compared to long-term perf ormance over many years, the values in the table are accurate to within 10% to 12%, OD M WWI (U (U (U (U 0 0 MIM 01i (h CD CD M M L: E a O JC O i C5 aN 61 d W 3 L c°n 3 3 W H %D D IV) E_ z tl Y Q Q U w O a Z O MOM W CI V)O Z 0't wo O uof0 I IL rA < I M0 LL, go c,4 r - v) n I - JOB NO. 12657 DATE 5/6/20 SHEET NO. 4.0 General Information Surveyor Dater Weather; Time Irradiance Cell Temp: -------------------- Ambient Temp Array Azimuth(s); Array Tilt(s)1 Net Meter#; ❑ Verify all Labels are Installed ❑ Verify all Covers are Installed ❑ Verify Tools/Trash/Materials are removed Inverter S/N: ❑ Visually Inspect the Array(s) ❑ Visually Inspect Grounding ❑ Conductivity of Grounding ❑ Verify Polarity at DC Combiner ❑ Measure V DC at DC Combiner Modules/String: ___/String Modules/String: ___/String String 1 V DC: ___/___ String 2 V DC: ___/___ ❑ Inspect Wire Monagment ❑ Inspect Conduit/Home Run Voltage at Interconnection:- ii nterconnection:_❑ Turn on Main Disco ❑ Turn on Other AC Disco(s) ❑ Verify Inverter Operation ❑ Note Inverter Readings V DC: A DC: V AC: Hz AC_____ AC Output (W): Shut System Down as Needed Modules S/N Modue S/N's /N's c*H� a . fSLpbLG &� 1265 DATE SHEET NO. MG jinkosolar.us • IS09001:2008 Quality Standards • IS014001:2004 Environmental Standards • OHSAS18001 Occupational Health & Safety Standards • IEC61215, IEC61730 certified products • UL1703 certified products Nomenclature: JKM335M-60HBL Code Cell Code Backsheet Code Cell null Full null White null Normal H Half B Black L Diamond c&us CE LISTED ®'' . in«sem J O Building Your Trust in Solar KEY FEATURES Diamond Cell Technology 11"f Uniquely designed high performance 5 busbar mono PERC half cell ■ Higher Module Power i Decrease in current loss yields higher module efficiency OShade Tolerance More shade tolerance due to twin arrays PID FREE - PID-P1EE Reinforced cell prevents potential induced degradation id Strength and Durability Certified for high snow (54001'a) and wind (2400 Pa) loads LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty c 100% Linear performance warranty 0 97% Aaditi ® Standard performance warranty 90% anal vplue Pram Jrnko So/or s line or 0 warranty 0 80.2% 0 Qyears 1 5 12 z5 1lT(TIIIIIlITlrlllllll (iTTIn 11 IL 1i 1 1 1 11 IJ1u I I I 11111111 r 1T1 1J 1Tr II11_I1111111 hillu TIIIJIL -Uli I-III111 rTl 11111 I FFA' I I I I I fill11111111111111111111111 IIII]HIIIIIIIIIJU1111111111 El11111 11TIIIIj1111111 11111 VIII o J 111111111111111 �I I I I I i I I I I II 111711 I I I 111 j l I I I� 111(11 j 1j 11 Il I -rill 11111111111111 11 In IIIIIIIIIIIIIIIIIIIIIIIILIIIIIII I°. llLIIIIIIIIILIIIII IIIIIT II IIIIIr111111111111TTil 1111111111IIIIIIIIIIII L�LLLI 1 � 11 LLLLLI I LLI LIll11 11 I 1 Front Side Back r m 0 ( Two pallets = One stack) 30pcs/pallet, 60pcs/stack, 780pcs/40'HQ Contain Current -Voltage & Power -Voltage Temperature Dependence Curves (315w) of Isc,Voc,Pmax Cell Tyr�no PERC Diamond Cell (158.75 x 158.75 mm) No.of Half -cells 120 (6x20) DimensioM 1684x1002x35mm 66.30x39.45x1.38 inch) Weight 19.0 kg (41.9 lbs) Front Glast 3.2mm, Anti -Reflection Coating, 33.2V 31.2V High Transmission, Low Iron, Tempered Glass Frame Anodized Aluminum Alloy 9.59A 7.62 ....................................... e Output Cables 12AWG, Anode 1525mm (60.04 in), Short-circuit Current (Isc) Cathode 1525mm (60.04 in) or Customized Length Module Type JKM315M-60HL JKM320M-60H STC NOCT STC NOCT STC NOCT Maximum Power (Pmax) 315Wp 235Wp 320Wp 239W Maximum Power Voltage (Vmp) 33.2V 31.2V 33AV 31.4 Maximum Power Current (Imp) 9.49A 7.56A 9.59A 7.62 Open -circuit Voltage (Voc) 40.7V 37.6V 40.9V 37.8 Short-circuit Current (Isc) 10.04A 8.33A 10.15A 8.44 Module Efficiency STC (%) 38AV 1 18.96% Operating Temperature (°C) 10.36A 8.74A Maximum System Voltage Maximum Series Fuse Rating -40°C -+85°C Power Tolerance 1000VDC(UL)/1000VDC(IE_ Temperature Coefficients of Pmax Temperature Coefficients of Voc Temperature Coefficients of Isc 0-+3% Nominal Operating Cell Temperature (NOCT) -0.36%/'C L JKM325M-60HL V A V A JKM330M-60HL JKM335M-60HL STC NOCT STC NOCT STC NOCT P 325Wp 242Wp 330Wp 246Wp 335Wp 250Wp 33.6V 31.6V 33.8V 31.8V 34.OV 32.OV 9.68A 7.66A 9.77A 7.74A 9.87A 7.82A 41.1V 38.OV 41.3V 38.2V 41.5V 38AV 1 10.20A 8.54A 10.31A 8.65A 10.36A 8.74A 19.26% -40°C -+85°C 1000VDC(UL)/1000VDC(IE_ 20A 0-+3% -0.36%/'C -0.28%/°C 0.048 %/°C 45±2°C STC: 4. -Irradiance 1000W/m2 ® Cell Temperature 25-C AM=1.5 Ni :( :Irradiance 800W/mz Z Ambient Temperature 20°C AM=1.5 Wind Speed lm/s * Power measurement tolerance: ± 3% CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. © Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice. J KM315-335M-60H L -A1 -US 00 111 W 0 (U (U (U (U 0 0 M M ('M (h CD CD M M 0_ L� E JC O i a C5 N Q1 N 1-- w 3 N 0 3i V) 3 3 w < o� E_ Z a Y Q Q m c Z LL C9 Q U O A Z O 0 M0 w V)0 111 0 r No I �0- 00 IMi'tQ I M 0 LLJ I� tiUN2� v)r7r-, JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.0 Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters a 1111119 =. To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 7 MicrOT' and Enphase IQ 7+ MICrOTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase Enlighten TM monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved, lighter two -wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with advanced grid support, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 7+ Micro is required to support 72 -cell modules. ENPHASE.. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA (DC) IQ7-60-2-US / IQ7-60-B-US IQ7PLUS-72-2-US / IQ7PLUS-72-B-US Commonly used module pairings' 235W -350W+ 235W -440W+ Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48V 60V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16V -48V 16 V - 60 V Min/Max start voltage 22V/48V 22 V / 60 V Max DC short circuit current (module Isc) 15A 15A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 7 Microinverter IQ 7+ Microinverter Peak output power 250 VA Relative humidity range 295 VA Connector type (IQ7-60-2-US & IQ7PLUS-72-2-US) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) Maximum continuous output power 240 VA Adaptors for modules with MC4 or UTX connectors: 290 VA PV2 to MC4: order ECA -S20 -S22 Nominal (L -L) voltage/range2 240 V / 208V/ 240 V / 208V/ 1.08 kg (2.38 lbs) 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A (L -L) branch circuit3 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor (adjustable) 0.7 leading ... 0.7 lagging 0.7 leading ... 0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -40°C to +65°C Relative humidity range 4% to 100% (condensing) Connector type (IQ7-60-2-US & IQ7PLUS-72-2-US) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) Connector type (IQ7-60-B-US & IQ7PLUS-72-B-US) Friends PV2 (MC4 intermateable). Disconnecting means Adaptors for modules with MC4 or UTX connectors: PV2 to MC4: order ECA -S20 -S22 Compliance PV2 to UTX: order ECA -S20 -S25 Dimensions (WxHxD) 212 mm x 175 mm x 30.2 mm (without bracket) Weight 1.08 kg (2.38 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at https //enphase.com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required by the utility. 3. Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com % E © 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2018-05-24 00 0S W 0 (U (U (U (U 0 0 ON 01, ('M (h CD CD M M 0_ L: E a O J ai C5 Q t°n0) 0 0 Y Z N ll-_ C LU 3 LDN 0 3i V) 3 3 W F� oLn E_ z a_ m C w Z C9 a � U � U A Z O P7 0 0 00 V)0 Z CJ v�0 0 Ulu of00 IL CAi'ta i M0�ILL, r7 gocV2� v) n � JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.1 U UNIRAC A HILTI GROUP COMPANY SOLARMOUNT Technical Datasheet Pub 130817 SOLARMOUNT Module Connection Hardware............................................................ 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SOLARMOUNT Beam Connection Hardware................................................................3 L-Foot........................................................................................................................... 3 SOLARMOUNT Beams....................................................................................................4 SOLARMOUNT Module Connection Hardware Be SOLARMOUNT Bottom Up Module Clip Part No. 302000C Washer je A O - 1.Do ►X Dimensions specified in inches unless noted • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 lbs (14g) • Allowable and design loads are valid when components are assembled with SOLARMOUNT series beams according to authorized UNIRAC documents • Assemble with one'/4'-20 ASTM F593 bolt, one'/4'-20 ASTM F594 serrated flange nut, and one 1/4" flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate Ibs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, 4) Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619 SOLARMOUNT Mid Clamp Part No. 302101 C, 302101 D, 302103C, 30210413, 30210513,3021061) Mid Claml Y 1 1.00 DISTA14CF BETWEEN MODULES ►X Dimensions specified in inches unless noted SOLARMOUNT End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C :moUNIRAC A HILT[ GROUP COMPANY Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SOLARMOUNT series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac %"-20 T -bolt and one'/4'-20 ASTM F594 serrated flange nut Use anti -seize and tighten to 10 ft -lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate Ibs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 ►x _ >s MINIMUM I HEIGHT VARIES WITH MODULE THICKNESS I Dimensions specified in inches unless noted • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 lbs (26g) p Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SOLARMOUNT series beam to retain a module in the direction indicated • Assemble with one Unirac'/4'-20 T -bolt and one %"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load Ibs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 1 14 (61) 1 4.58 1 21 (92) 1 0.330 Sliding, X± 1 142 (630) 1 52 (231) 1 2.72 1 79 (349) 1 0.555 Al 00 0S W W (U (U (U (U 0 0 0% 0% 01i (h CD CD M M D_ LL E a O J ai C5 Q Z Q) 61 d H C LU MDN (°n 3 3 w F oN >_ _ CU (L Y Q Q m C Z LL Q U Lu 2 U A Z 0 n to O O H 00 V) Z O wo O Uluof0 I Ld of Q I MO�ILL, r7 tiUN2� v) n r - JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.2 SOLARMOUNT Beam Connection Hardware SOLARMOUNT L -Foot Part No. 304000C, 304000D Y —► X soi 3x AOT FOR 3'e HARDWARE t 2.01 - Dimensions specified in inches unless noted U UNIRAC� A HILTI GROUP COMPANY • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: 0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SOLARMOUNT series beams according to authorized UNIRAC documents Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594'/e"serrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load Ibs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.461 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 pr 0 W Q R9 Cftof tn Q. 0 2 H Z ZD O Q J —I O I', O'� Ln W O, —IN N Ln � n N O 0 O N O 00 CV � CV ci Ln 61 11,6 1 1 16 16 1 --i O. O N 2 4- 0 H Z O J CO r- N ul N M 1,0 M -4 r_ \O V'1 � Ul 1.0 011 �O �Vl N \,O M -1 S9 W N jr-41 0 0 10 0 1 0 10 0 10 rn J i— Z O J O M O Ln ,O M N �O Ln 0 n i O. i O Un N N 1-i 10 0 10 0 1 0 101010 X X X X ¢ Q X } X } Q X Q Q Z Z ,„ v)O O F ¢ Z J � J � W W Q¢ Z LA= w� 0 0 LL l7 U LU U g O O W LL w vwi Z Z H O O n 0 N O O w w >_ >_ O¢ a O D U 0 0 CL m¢ U V) v Z W G9 Q CL. OD 0N W W (U (U (U (U 0 0 01, 01, 01i (h CD CD M M Q_ L+_ E UI) O J ai C5 Z Q) 61 d H C LU0 3i 3 D M V) 3 3 W F o� E= Z Y Q Q m C Z LL U Q O U Lu A z 0 O 00 V)O Z O ,t wo O uof0 I Ldof 00 Q I mio � LLJ go c,4 r- v)nr- JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.3 SOLAR BONDING CONNECTION GROUND PATHSM MOUNT ; PAGE --------------------------------------------------------------------------------------------------------------------------------------------- OO • j ; j M000 ' 'ga'WoyF \ �TL SQ 014pIN6 1190 Bo v N 1 © 1 N . 1 _ \ N; - -+ OOT A - BONDING MIDCLAMP ASSEMBLY OStainless steel Midclamp points, 2 per module, pierce module frame anodization to bond module to module through clamp. 0 Serrated flange nut bonds stainless steel clamp to stainless steel T -bolt 0 Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, clamp, and modules to grounded SM rail. ENDCLAMP ASSEMBLY 0 Serrated flange nut bonds aluminum Endclamp to stainless steel T -bolt Serrated T -bolt head penetrates rail anodization 0 to bond T -bolt, nut, and Endclamp to grounded SM rail Note: End clamp does not bond to module frame BONDING RAIL SPLICE BAR Stainless steel self drilling screws drill and tap 0 into splice bar and rail creating bond between splice bar and each rail section Aluminum splice bar spans across rail gap to 0 create rail to rail bond. Rail on at least one side of splice will be grounded. Note: Splice bar and bolted connection are non-structural. The splice bar function is rail alignment and bonding. RAIL TO L-FOOTw/BONDING T BOLT 0 Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt ©Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and L -foot to grounded SM rail BONDING MICROINVERTER MOUNT 0 Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt 0 Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and L -foot to grounded SM rail System ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page H for details RACK SYSTEM GROUND 0 WEEB washer dimples pierce anodized rail to create bond between rail and lug ©Solid copper wire connected to lug is routed to provide final system ground connection. NOTE:ltsco lug can also be used when secured to the side of the rail. See page I for details 00 0S W 0 CU (U CU (U 0 0 ON 01, c'M c'7 CD CD M M 0_ L: E J�U ai C5 61 d Z Q) LU 3 c°n 3 3 w F oN E_ z Y Q Q m C Z C9 Q � U w LL � U A Z 0 n to O O 00 V)O Z CJ wo O o of 0 0 a -of I WQ I M0l�wr7 90 CV = I- v) r7 I� JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.4 EcoFasten SolarREcoFasten Solar° 1 mm n m00 M OV OV N v - v OD rD rn 0, (D w 0, rD D Ip C n P C m a) mT a) V N V N m D m D �N n dN n �3 T CD -n ocn oU CD CL C D O a- D p EF0 12" a r8 a "� C CD :3 c o� n o= f1 o Y rr o r -r o n o n c c C d m d U s N -V CL N m= m D m m m °° 0 00 C.n" - ' I N N N S N S I WD �D W = W = I W S W 3 I I O to O I 0 N O � I W0co :2 3.. W� 'wV3 a 'w a �\ ` J is � is � I -1 W �W � j j A X po A �Icn 001--4 70O 00 001W Z w ' w co allo > I I W W I N N I 0 9DI `p I c / I � � I W N m a 1+ m n p 00 c W W N � N A nm A oNo D D JIB W N m r - N n ND n 4 J cq C co rr co n c rD r -r C" o N r II v Cl rD — � 0 —D 8 v „ 00 , U,. v o N° Cl W ::T77 cin N W BU 0o m w o (U (U (U (U 0 0 mm ('M m CD CD M M 0_ L: E N o J of a -2 d N z Q) C � W �- N c°n 3 Lim3 w < %D oN E z ~ Y Q Q U w U A z 0 Iij n to 0 00 V) 0 z U v�0 O Ulu of�0 'ta i MOw� tiUN=I� v)nI- JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.5 Product data sheet DU222RB PIMILBANIC 200 AMP -5 & 7 TERMINAL— KINGLESS— 600 VAC Characteristics SWITCH NOT FUSIBLE GD 240V 60A 2P o NEMA3R a Product availability: Stock - Normally stocked in distribution facility Price*: 353.00 USD V y Main l O Commercial Status Commercialised Z Product or component Single Throw Safety Switch 4 (1 2 type I [In] rated current 60A ffk :;z Product certifications UL listed 00060 4801 n NEMA degree of NEMA 3R U4801 -XL -5T9 protection c� Disconnector device Non -fusible disconnect type t p m O Device composition None Device mounting Surface C Number of poles 2 T ' Electrical connection Lugs w� U Series name General duty Low• � �1 Ordering and shipping details t f Category 00106 - D & DU SW,NEMA3R, 30-200A ° U y N C Discount Schedule DE1A = y 4551 U UU C _ `` ` � U U L U GTIN 00785901491491 0 4 3 4701 O a m 3 0 Nbr. of units in pkg. 1 o 5 U4551 -RRL 0 © U4701 -RRL N O t Package weight(Lbs) 4.70 8 = a C p 0 N Product availability Stock - Normally stocked in distribution facility E o 0 Returnability Y t 200 AMP -5 & 7 TERMINAL— RINGLESS - 10 OR 1 303W U N Country of origin M�a X e o- _ CONNECTORS DIMENSIONS CONCENTRIC KO'S TERM SERVICE CATALOG HUB CU/AL BYPASS NUMBER o LINE LOAD D" W" H" 1 2 3 4 5 6 Contractual warranty Period 18 months �B N o 5 OH/UG U4801 -XL -5T9' C. P. #6-350 #6-350 LEVER 4'A 13 19 3 21/2 3 3 1/4 1/4,1/2 U N N Vai U ,C y d 5 OH/UG U4551 -RRL H. 0. #6-350 #6-350 LEVER 4'/o 13 19 3 2'/2 3 3 1/4 '/4,'/z r N � a ° . 7 OH/UG U4701 -RRL H. 0. #6-350 #6-350 LEVER 4'/a 13 19 3 2'/2 3 3 '/4 1/4,'/2 C,a C a w HUBS: For proper hub selection see the hub suffix chart on the accessory page. Nam w ° _ o BYPASS: Lever bypass and the lever supplies clamping action on jaws. @008 a FACTORY -INSTALLED FIFTH TERMINAL: Includes factory installed fifth terminal in the 9 o'clock position. 2 mom Of N C N @ o E.o 8� a c N E E m 0 NC O= Cis_ = U N_ J N O C v W T c w0 m 'o o C p N E L vaf0Utility requirementsIequipment may vary. Irequirements1I Iequipmentcatalog. Nbefore 1 Oct 13, 2014 € ec�cr 10 O OD Us W t-0 (U (U (U (U 0 0 01, 01, 01i (h CD CD M M Q_ L: E JC O i .� d aN IIIIIIIIIIIIIIIIIIN 0 61 d z N 11-- C: C: C w c°n 3 3 W < oLr) 0 z QQ Y Q Q U w O A z 0 n to O O 00 V) p z U t wo o r uof0 I Ldof 00 'tQ I ovorILL, l� tiUN2[� v) In r - JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.6 Product data sheet D222NRB Characteristics SWITCH FUSIBLE GD 240V 60A 2P NEMA3R Product availability: Stock - Normally stocked in distribution facility Price": 326.00 USD Main Commercial Status Commercialised Product or component Single Throw Safety Switch type [In] rated current 60A Product certifications UL listed /rsCO (IPC) Insulation Piercing (Dual Rated) • Kup-L-Tap(R) insulation piercing connector. • Body is molded from tough, resilient glass -filled nylon. • UL 486A/B 90° C Listed and is CSA Certified. • For use with stranded conductor Class B or C • Compact design. • Tin Plated copper contact teeth and pre -filled with silicone lubricant. • Removable end tabs. • Dual Rated for Copper and Aluminum Conductor. • UL File E6207 IPC -4/0-2/0 1 4/0-2 AWG 2/0-6 AWG 600 1/2 8 0783669532715 DD M W 0 CU (U CU (U 0 0 M M ('M M CD CD M M 0_ L� E a O J of C5 a0N 61 d _j H LD0 3i N V) 3 3 w F oV) E_ z IL~ YQ Q CU a) cD (9 1. U w 2 U Ila z O n to O OM 00 V)0 Z 0 rA o 0 r Noof00 I �0- Edof Q I ILIO 90 CV 2 [- V)Pr- JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.7 NEMA degree of NEMA 3R protection Disconnector device Fusible disconnect lotShort-circuit type Device composition Neutral (factory installed) 5 N current 100 kA maximum depending on fuse H, K or R J g Device mounting Surface 2 U d Number of poles 2 Electrical connection Lugs U � Series name General duty N N N = N d Ordering and shipping details s ° `L @ O L Category 00106 - D & DU SW,NEMA3R, 30-200A g y a� Discount Schedule DE1A0 2 z w ` O GTIN 00785901460640 a m 3 0 ~ ._ Nbr. of units in pkg. 1 E— 0. E o w o 0 Package weight(Lbs) 8.35 = 8 E o- t Product Stock Normally in distribution facility m 0 availability - stocked d Returnability Y r `o u E Country of origin US 0 a m d o a `o ? o Contractual warranty �a Period 18 months y U C y d r 'E y a C - O C O N n�=a m Na Q? a V ys C O @ O O y C c $ m G N Q. N _ N A o Eo 8 � -C =y aL a � c N E y � U N 0 d 'O ip N C O O Y N O C N � N_ J N O = N w T o C p N m E 0 V V o� L L N d Aug 10, 2015 Sc ider E ectrlc /rsCO (IPC) Insulation Piercing (Dual Rated) • Kup-L-Tap(R) insulation piercing connector. • Body is molded from tough, resilient glass -filled nylon. • UL 486A/B 90° C Listed and is CSA Certified. • For use with stranded conductor Class B or C • Compact design. • Tin Plated copper contact teeth and pre -filled with silicone lubricant. • Removable end tabs. • Dual Rated for Copper and Aluminum Conductor. • UL File E6207 IPC -4/0-2/0 1 4/0-2 AWG 2/0-6 AWG 600 1/2 8 0783669532715 DD M W 0 CU (U CU (U 0 0 M M ('M M CD CD M M 0_ L� E a O J of C5 a0N 61 d _j H LD0 3i N V) 3 3 w F oV) E_ z IL~ YQ Q CU a) cD (9 1. U w 2 U Ila z O n to O OM 00 V)0 Z 0 rA o 0 r Noof00 I �0- Edof Q I ILIO 90 CV 2 [- V)Pr- JOB NO. 12657 DATE 5/6/20 SHEET NO. 6.7 City of Wheat Ridge Resid. Windows/Doors PERMIT - 201901979 PERMIT NO: 201901979 ISSUED: 09/17/2019 JOB ADDRESS: 3274 Pierson St EXPIRES: 09/16/2020 JOB DESCRIPTION: Replace 1 door on rear deck like for like and 2 garage fire -rated doors like for like *** CONTACTS *** OWNER (773)318-0114 PICCO SCOTT' SUB (720)291-3931 JEFF RIVERS 150087 3 RIVERS CONSTRUCTION, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,124.35 FEES Total Valuation 0.00 Use Tax 23.61 Permit Fee 50.30 ** TOTAL ** 73.91 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I farther attest that I am legally authorized to include all entities named within this document as parties to the work to be performed that�lLwork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Si OW<ER or CONTRACTOR (Circle one) Date %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. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or ing of ape hall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or inance ' re ulation 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 Rjjge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(ci)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9 11-�JJJ Plan/Permit # au ILLL � O 1 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: f .,P I -5-C 1`2 <'4 / ',`rZ Property Owner (please print): rf �" rf �'��� Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zi Arch itectlEngineer E-mail: Contractor Name: Phone: I City of Wheat Ridge License #:5G���s ,Z Phone: Contractor E-mail Address: , rt,�.e C <' L) s J c % ; C c s For Plan Review Questions & Comments (please print): CONTACT NAME (please print):e�Ie � i ✓` s Phone: CONTACT EMAIL(p/ease print): _:�Lca � 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 BTUs '('<44e&1 4c) r -S L ,° J�',c Gallons r—or 1 / kc Amps Squares For Solar: KIN # 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 application. CIRCLEONE: (OWNER) (CONT TO'P� or (AUTHORIZED REPRESENTATIVE) of (OWNER) (/CONTRACTOR) 10 Signature (first and last name): DATE: / Printed Name: � \ N -Q DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: L; k C ' 20I VS -21 t 6 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Oc a ancv/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Plumbing Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing Sewer Service Mid -Roof Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof FL1"1' Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 3011ON S/H13AOW3d ION OO Wet;�j �:aoloodsul / OIL,(] Coev ' £E -t -Eo£;e uolz sul-aa ao{ pea `apew uaaq aneq suo/laajaoo uauM.� oN sad :pgainbga uoiloodsul-qa dAN quail :uOlIoodsui aol gjqujiL'nU quo ON IM r. :aagwnN I!WJ!Dd :ssa.ippd qof :odA.L uoil3odsul 331ION N01103dSNI xeJ 6E68 LEE (EOE) • aar4O 9580 -SEE (EOE) au/l uolloadsul EE691107 (EOE) uoisinla uoii3adsul 6uipjin8 , 3Jalb lV3HM :J0 A110 /1 i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Q '16 'K' Z:, k'��, ❑ No one available for inspection: Time 1A6PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: �' / �7 Inspecto . c DO NOT REMOVE THIS NOTICE City of Wheat Ridge V Residential Roofing PERMIT - 201705286 PERMIT NO: 201705286 ISSUED: 08/02/2017 JOB ADDRESS: 3274 Pierson ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 sq *** CONTACTS *** OWNER (412)225-5700 MYERS CHRISTOPHER L SUB (303)862-9841 David Kole 160113 Colorado Western Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,453.00 FEES Total Valuation 0.00 Use Tax 156.51 Permit Fee 172.60 ** TOTAL ** 329.11 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. �. A City of Wheat Ridge Residential Roofing PERMIT - 201705286 PERMIT NO: 201705286 ISSUED: 08/02/2017 JOB ADDRESS: 3274 Pierson ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest t t I tame all authorized to include al i entities named within this document as parties to the work to be performed thatoll wort bg performed is disclosed in this document and/or ids' accompanying approved plans and specifications. Signature cN OWNER o'r ¢ONTRA(Circle one) Datd 1. This pe it was issued base -t ormation provided in the permit application and accompanying plans and specifications and is subject 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 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 alt required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official — Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Monday, July 24, 2017 1:11 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3274 Pierson St�� Christopher Myers 412-225-5700 Field not completed. C� Do you have a signed Yes contract to reroof this property? 29 It will need to be provided at the time of No f permit pick-up. CONTRACTOR INFORMATION Contractor Business Colorado Western Construction Name on the flat roof? Contractor's License 160113�� Number (for the City of (pitched + flat) of all Wheat Ridge) roofing material for this Contractor Phone 3038629841 Number Contractor Email Address kolecwc@gmail.com Retype Contractor Email kolecwc@gmail.com Address DESCRIPTION OF WORK r' Are you re -decking the No roof? Description of Roofing Asphalt Composition Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 29 material selected above? Does any portion of the No f property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 29 (pitched + flat) of all roofing material for this project Pi Provide additional detail This is a remove and replace of the existing damaged shingles here on the description of on the roof of the house. The pitch on this roof is 3:12 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 7",(63 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant David Kole Email not displaying correctly? View it in your browser. C\Y/D COLORADO Name: Address: City/State 8395 Sweetwater Road Lonetree, CO 80124 Telephone: (303) 862-9841 WESTERN CONSTRUCTION AGREEMENT / Date: �� G :gyC>37 E -Mail: ✓ c Home Phone: U – ) �� Work/Cell Phone: / Sales Rep: I ) —Phone: S05%04 Storm Date: �57 THE CONSUMER PROTECTION/ROOFING BILL DOES NOT ALLOW A ROOFING COMPANY TO WAIVE, PAY OR REBATE ANY INSURANCE DEDUCTIBLE Approximate/Scope of Services/ Materials & Costs Based on Current Known a qe Report Rep ce 'th: Sh,,r\,gle Manufacturer � Line, Colo ��STi 4*Manufacturer Warranty Labor W anty: year (Guarantee against leaks) Starter_Hip and Ridge _R Pipe Jacks _moi R tti'T c Vents Type: _ urbine_ u— T rtle_Ridge_Other _Paint roof stacks to match shingles ce and Water Shield—R&R Valley Metal _R&R Step Flashing R&R Chimney Flashing _Lg_Md_Sm R&R Rolled Roofing_R&R Modified Bitumen _D&R Satellite Dish, Qty_Special Instructions Roof Pitch:_7/12-9/12_10/12-12/12_over12/12 Steep Charge sq, _Replace Decking (7/16 in. OSB) __R&R Skylight, Qty_ D&R Swamp Cooler TOTAL SQUARES 3,a APPROXIMATE COST $ LUZL APPROXIMATE DATE OF SERVICE__Lj—LSj COLORADO WESTERN CONSTRUCTION LIMITED WARRANTY 5 YEARS REPLACEMENT OR REPAIR ON WORKMANSHIP E RE GENERAL CONTRACTOR. Homeowner acknowledges COLORADO WESTERN CONSTRUCTION as a general contractor and as such shall be entitled to overhead and profit, as allowed by insurance industry standards. This only applies if the insurance company allows for overhead and profit. TERMS: By signing this Agreement, you, the homeowner, authorize COLORADO WESTERN CONSTRUCTION (the "Company") to act on your behalf and pursue your best interests with your insurance company in determining an appropriate roof and/or siding replacement or repair at a "price agreeable" to both the insurance company and Company with no additional costs to you except for your insurance deductible. When the "pric'e agreeable" is deterrrn'ned it shaF}7edome the basis ofahe ftnaftontractprice which consists of If>lSURANCE PROCEEDS INSURANCE DEDUCTIBLE (the "Final Contract Price") and you authorize Company to obtain labor and materials in accordance with the Final Contract Price and the specific tions se1tl o_ut1�iin a d on the reverse side hereof and to accomplish such replacement or repair. y/ Accepted by (Homeowner): 1 { t�`� C Date3 (Print Full Name) (Signature) Insurance Representative Agreement: It is understood that Colorado Western Construction will be contacting my insurance representative and or meeting on my propgrtygto det??mine scope of loss (property damage) and compensation for loss (amount to be repaired) Insurance Comp Property Owner Claim# - I'U COLORADO WESTERN CONSTRUCTION SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL COLORADO WESTERN CONSTRUCTION HAS DELIVERED MATERIALS OR HAS PERFORMED A MAJORITY OF THE ROOFING WORK ON THE RESIDENTIAL PROPERTY ♦ 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: ivvL 11x5w1= Job Address: Permit Number: &'9,7/97 s~-~P~vF r> ❑ No one available for inspection: Time 1 %3S AM4 Re-Inspection required: Yes When corrections have been made, calf for re-inspection at 303-234-5933 Date: lflio Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: zll?.'f~, ifP to ~ Job Address: 2 2-7~/ P',vr wwk S~ Permit Number: 4V3152 arr C_ (9k ( IM A I({ 'io P e d-/ !B _v Y 0 f v r r- ~ ,n« fl,F i ❑ No one available for inspection: Time AMCrM Re-Inspection required: Yes , ' When corrections have been made, calll for re-inspection at 303-234-5933 Date: Inspector: ",4. P~ k , / DO NOT REMOVE THIS NOTICE City of Wheat Ridge r40001r, Residential Roofing PERMIT - 093187 PERMIT NO: 093187:. ISSUED: 10/09/2009 JOB. ADDRESS: 3274. PIERSON . ST '.EXPIRES: 04/07/2010 DESCRIPTION: Reroof-28 sqs.. CONTACTS:*** owner Carol Griesien sub 303/287-3043 Robert McReynolds 01-7787 D &:D ROOFING **,PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION .0669 BLOCK/LOT#: -0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 7,562.00: FEES Permit Fee 1199.30 Total Valuation .00 Use Tax 136.12 :TOTAL 335.42 Comments: Conditions: 6 nail installation mid roof inspection required. Board sheathing spaced more than '.a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from 'save edge to 2'. inside exterior walls.:. ***Contractor/Property owner shall provide ladder(s) secured in place for lnpsectlons.- Subject to field inspection. 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 t at assume full: res sibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applicable w ge On ~ces, work under this permit. Plans subject to field inspection. ZOGr Sign ture ofcontractor/ er da e This permit was issued in accordance with the provisions. set forth in your application and is subject to the laws of the state of Colorado and to the Zoning Regulations and Building Codes of Wheat: Ridge, Colorado or any other: applicable ordinances of the city. This permit shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension maybe granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plansand specifications and any suspension or abandonment has not exceeded one (1) year. 'It changes have been or if suspension or abandonment' exceeds one (1) year,:.: full fees shall be.. paid for a'.. new permit. No work of any manner shall be done. that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The. issuance a permit or the approval of drawings and. specifications shall not be construed to be a permit; for, nor an :ap ro , any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All ew ss subject to field. inspections. ignatu of Chief Building official :date t/ NSPECTION REQUEST LINE: (3.03)234-5933 BUILDING; OFFICE: (303)235-2855 EQUESTS MUST BE MADE BY 3PM'. ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. eW"E^T City of Wheat Ridge Building Division xo R. °m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 COLORADO Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit Property Address: .FZ7y JnE'rsArd J -5~_r Property Owner (please print): C41? oC ;lnrr✓ff II Phone: Mailing Address: (if different than property address) Address: Contractor: f Contractor License Phone: SAO ' - 23 7 cW_? Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 7S Z Description of work: n,m,ou (as calculated per the Building Valuation Data sheet) x rtrtuG Plan Review (due at time of submittal): $ /t/.47A/L. 30It FJSG Y a- 7_4n /YO 1-0 Y.~ f.2 Uzra t SNtn/G4r4✓ Sq. FL/L.Ft added: Squares ZB BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility. for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field ins uion. CIRLCE ONE:: (OWNER) CONTRACTO or PERSONAL REPRESENTATIVE o (OWNER) (CONTRATOR) PRINTNAME: :r7/fv~ .'g~wt V,F/Z7 SIGNATURE: ' Date: 9 t°°y ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: 0 approved w/ comments ❑ disapproved ❑ no review required BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE . * Correction Notice Job Located at Z 2 7~/ 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: s - 4e P 4 You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE THIS TAG BuiWing Dept. FORM WRB-]2 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-519 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :3/14/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 G a y~ Property Owner : GREISEN DANIEL F Property Address : 3274 PIERSON ST Phone : 238-9487 Contractor License No. : 17160 Company : Amco Construction Phone : 794 4573 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,300.00 I hereby certiTy that the setback distances proposed by this permit application are accurate, PBfnllt F2e : $54.00 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 Use Tax : $34.50 made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibilit for complianceyaitR the Wheat Ridge Building ' Code (UB.CJ and all other applicable Wheat~idq,e ofdinanye s/for wark under this permit Tot21 : $88.50 (OWNER)(CONTRACTOR) SIGNED DATE Description : REROOF Electrical License No : Plumbing License No : Mechanical License No : Company :City Heating Co., Inc. Expiration Date : Approval : mr , Company :City Heating Co., Inc. Expiration Date : Approval : Company : City Heating Co., Inc. Expiration Date : Approvai : n (1) This permit was issuetl in accorOance with the provisions set fohh in yopur application and is subject to the laws of ihe State of Colorado and to the Zoning Regulations and Builtling Cotle of Wheat RiCge, Colorado or any other appliwble ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenceA within sialy (80) days hom issue date or (B) ihe building authorized is suspended or aDanAOneA for a period of 120 tlays. (3) I( this permit expires, a new permil may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcaUons antl any suspension or abandonmen[ has not exceetlea one (7) year. If changes are made or if suspension or abandonment exceetls one (1) year, tull (ees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a d2inage problem. (5) Cont2dor shall notiry the Builtling Inspector twenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceeAiing with successive phases of ihe'ob. (e) The issuance of a permit or ihe approval o~drawings and specifcations shall not be consW ed to be a permit for, nor an approval of, any violalion ot the provisions of the builtling co0es or any oNer ordinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST29thnvENUE BUILDING INSPECTION DIVISION PERMIT N0. 234-5933 P.O. eoxs38 CITY OF WHEAT RIDGE, COLO. TNIS PERMIT VALID ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS,PERMIT _ JOBADDRESS CONTRACTOR tt117T`CX~l If 1(.:J ADDRESS 2~~~1 CITY I~+'~+ ~LS:~AY-YI /y-v ZIPCODE PHONE MA' 41:-YT "3~ LICENSE NO. OWNER . ADDRESS , w 14 1'' i U"NUf 1 1~I • PHONE ZIPCODE ~SdJ,1:J CONTRACT PRICE $ DA7E 1. TVPE GraunA❑ Woll❑ Proietlinp❑ Othsr SaDFeee 2. MATERIAL Tolal Squan Faat SIGNS 3 ILLUMINATION Ya❑ No❑ Type Eleet Permit No. . 4. SET BACK iROM PROPERTY LINE N (Specily wAich is frOnt ) _ ❑ S_ E ❑ _ W ❑ ❑ . Zons_ Approvsd,ZOne Inspecta Disapprwed 1. ? TYPE SolidE] More TAan 80% OOan❑ MATERIAL Lest TAon 80% Open HoiQM FENCES 1 SET BACK FROM PROPERTY LINE N (SDSdfy whieh is tront) _ ❑ 5_ E ❑ _ W ❑ ❑ 2one_ ADDrwed,Zons lespecta Diaapproved I ~ . Z 0 R 3 . DRAW SKETCH OFt SHOW BELOW,THE FENCE, SIGN, OR OTNER STRUCTURE,GIVIhv LNSTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTqNS INCLUDED) ~ SPECIFV NORTN STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PROPERTV IINES; ON IRREGUTAR LATS, SY10W LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR pVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOMF A PERMIT TO PERFORNi THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL f_XPIRE 180 DAYS fROM THE DATE OF ISSUANCE IF WORK IS NOT STARTEO WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. AWMINUAA WIRE UNDER SIZE B ILLEG'AL PLUMBING PERMIT STATE LICENSE N0. FLOOR BSM IST 2ND 3RD 4TH MECHANICAL PERMIT N0. FUE4CircMOm Cwsdl EIoeSda Np, WATER LIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL l10T WATER - BTU NEW SERVICE - AMPS BA7H TUB STEAM - 8TU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEf+TER Refri sront Grw UTILITY(RAN6E,DISPOSER,ETC) AUTO. WASHER PoueAt CMt s FI%TURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRIN6 MOTOFtS 6 CONTROLS FLIXNi DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORN OTHER MOTORS OVER 1 HP TOTAL FI%TURES I Aereby ocknowlsdQe that this oD0lica- fion u correcf ond understand thot I eannot ffart this projett uniil this oppli- cotian is apOroveA. I shall comply with the lawe o1 the Siote ol Lolorado and to the Zoninp Requlations ond Buddinp Code of the City of Wneat Ridqe. Any violotion ol the above terme will cause immediate revocafion of thls Derml1 PERMIT FEE I USE TAX I1_5 q. IY7J I I TOTAL FEE I$ 6 8. i 7/ I APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,City of Wheat Ridqe _ I Date 4oo~~eanu slo~aNr. NOT VALID UNLE55 RECEIPTED CAIL 234-5933 24 HOURS IN ADVANCE FOfi INSPECTIONS