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Home My WebLink About3195 Vance Streete ®� CITY OF WHEAT RIDGE .a. Building Inspection Division (303) 234-5933 Inspection line i c= (303) 235-2855 Office •,(303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L em Job Address: S115 Permit Number: - APV - ❑ No one available for inspection: Time PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: f DO NOT REMOVE THIS NOTICE City of Wheat Ridge **REVISION** Moved 4 panels from MP3 to MP1 and MP2. Removed rafter upgrade from MP3. *** CONTACTS *** OWNER (303)908-5082 DIOMAR A SANCHEZ TRUST GC (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,840.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that i am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that alb work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,; Si nature of OWNER 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date #EQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. spection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us Ween 7:30qjn and„8:Wm.Ilm.an,orniug_o4Ae-inspection. Please put the address of the inspection in the subject line. Residential Solar PERMIT - 201601964 PERMIT NO: 201601964 ISSUED: 12/19/2016 JOB ADDRESS: 3195 Vance ST EXPIRES: 12/19/2017 JOB DESCRIPTION: Install a 6.5 KW roof -mounted grid -tied solar PV system **REVISION** Moved 4 panels from MP3 to MP1 and MP2. Removed rafter upgrade from MP3. *** CONTACTS *** OWNER (303)908-5082 DIOMAR A SANCHEZ TRUST GC (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,840.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that i am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that alb work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,; Si nature of OWNER 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date #EQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. spection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us Ween 7:30qjn and„8:Wm.Ilm.an,orniug_o4Ae-inspection. Please put the address of the inspection in the subject line. FOR OFFICE USE ONLY City of Date: ��Theat i e 1 f MUNITy DEVELOPMENT ` Add to Permit # rBuilding & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: P rmits(oki.wheatridge.co.us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3195 Vance Street, Wheat Ridge, CO 80033 Property Owner (please print): Esther Vigil Phone:(303) 908-5082 Property Owner Email:estheryigi116(a-)-yahoo. com Mailing Address: (if different than property address) Address City, State, Zip: Submitting CompanySolar City _ Contact Person: Tyler Ward Phone: 253-720-4461 Contractor: Solar Contractors City License#: 110035 Phone: 253-720-4461 Contractor E-mail Address: tward@solarcity.com 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: Moved 4 panels from MPG to MPA and MP3. Removed rafter upgrade from MPG Sq. Ft.lLF 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) L 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Digitally signed by Chds Chris Luther Chris Luther DaeeZo,,.o3.oZ PRINT NAME: SIGNATURE: pgp�.n _nen DATE. 3/2/2017 DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: 1,16 Aq BUILDING DEPARTMENT COMMENTS: rfYDVC, Reviewer: l PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ February 24, 2017 RE: Project/Job # 8009759 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Sanchez Residence 3195 Vance St Wheat Ridge, CO 80033 Wheat Ridge Denver - Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground/Roof Snow Load = 30 psf (Unreduced) - MPI: 3x6 @ 24" OC, Roof DL = 11.5 psf, Roof LL/SL = 30 psf - MP2: 2x6 @ 24" OC, Roof DL = 10 psf, Roof LL/SL = 30 psf Version #63.9 - TBD RU Chris Kim Digitally signed by Chris Kim Date: 2017.02.24 11:40:07 -05'00' Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure, with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. 3055 Clearview Way San Mateo, CA 94402 (650) 638 -1028 (886) SOL - CITY F (650) 636 - 1029 solarcity.com E Version #63.9 - TBD RU I HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES I Landscape Hardware Hardware - Landscape Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPI 48" 24" 39" NA Staggered 37.9% MP2 48" 24" 39" NA Staggered 37.9% Portrait Hardware Hardware - Portrait Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPl 48" 19" 66" NA Staggered 63.6% MP2 48" 19" 66" NA Staggered 63.6% Structure Mounting Plane Framing Type Spacing Pitch Qualification Results Member Evaluation Results MPi Stick Frame 24" O.C. 180 Member Analysis OK w/ Upgrades as Specified in Plans MP2 Sbck Frame 24" O.C. 180 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Nay Sari Mateo, CA 94402 ' (650) 638 - 1026 (868) SOL - CITY = (650) 638 - 1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI mies: i. ps = Ls -pr; is -roor, Ls -pv per Asc.t i (rigure i -z) L. pr = U./ (Le) (Lt) (is) p9 ; L,=U.V, Lt=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1 1.15 1.00 1 0.97 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location capacity DCR Result + Bending Stress(psi) 1 158 8.2 ft 1,547 0.75 Pass Member Properties Summary MPl Roof Pitch Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 3.00" Roof System Properties Span 1 11.83 ft E uiv D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A (in^2) 16.50 Re -Roof No Span 4 Sx (in .^3) 15.12 Plywood Sheathing No San 5 Ix OnA4 41.59 Board Sheathing Solid -Sheathing Total Rake Span 14.71 ft TL DefTn Limit 120 Vaulted Ceiling No PV 1 Start 0.01 ft Wood Species DF Ceilina Finish 1/2" Gypsum Board PV 1 End 10.50 ft Wood Grade #2 Rafter Slope 180 PV 2 Start Fb (psi) 900 Rafter Spacing 24" O.C. PV 2 En I Fv (psi) 180 Top Lat Bracing Full PV 3 Start E psi 1,600,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 mies: i. ps = Ls -pr; is -roor, Ls -pv per Asc.t i (rigure i -z) L. pr = U./ (Le) (Lt) (is) p9 ; L,=U.V, Lt=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1 1.15 1.00 1 0.97 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location capacity DCR Result + Bending Stress(psi) 1 158 8.2 ft 1,547 0.75 Pass Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.05 12.1 psf 12.1 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL1,2 30.0 psf X1 1 x 1 30.0 psf 30.0 psf Total Load(Governing LC TL 42.1 psf 45.2 sf mies: i. ps = Ls -pr; is -roor, Ls -pv per Asc.t i (rigure i -z) L. pr = U./ (Le) (Lt) (is) p9 ; L,=U.V, Lt=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1 1.15 1.00 1 0.97 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location capacity DCR Result + Bending Stress(psi) 1 158 8.2 ft 1,547 0.75 Pass CALCULATION OF DESIGN WIND LOADS - MPI ftA^■■nFinra Dl!mnn Tnfnrm=tinn Roofing Material Wind Design Code Comp Roof ASCE 7-10 Roof Slope Rafter Spacing Wind Design Method 180 24" O.C. Partially/Fully Enclosed Method Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware Ultimate Wind Speed Y -Y Rafters SolarCity SleekMountTM ZS Comp Como Mount SRV 135 mph Spanning Vents Exposure Category No C Section 26.7 Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 1 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA W -PV Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 Uplift Capacity of Standoff T -allow 33.7 psf Standoff Demand/Capacity Wind Pressure Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient mown GCp (mown) 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Nul))-29.5 psf Wind Pressure Down T -allow 16.0 psf ALLOWABLE STANDOFF SPACINGS .Max Allowable Standoff Spacing Landscape ;Max Allowable Cantilever Landscape Standoff Configuration Landscape Max Standoff Tributary Area Trib PV Assembly Dead Load W -PV Net Wind Uplift at Standoff T -actual Uplift Capacity of Standoff T -allow Standoff Demand/Capacity DCR 48" 24" Staggered - 13 sf 3.0 psf -208 lbs 548 lbs 37.9% Y -Direction - 39" NA T-uirecuon 66'_ _ NA L x-uirecoon Max Allowable Standoff Spacing Portrait 48" Max Allowable Cantilever Portrait 19" Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -349 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 63.6% Y -Direction - 39" NA T-uirecuon 66'_ _ NA STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) PQ; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) I CL (-) CF Cr D + S 1.15 1.00 1 0.74 1.3 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,165 7.5 ft -1,142 1.02 Pass Member Properties Summary MP2 Roof Pitch Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 1.50" Roof System Properties Span 1 5.34 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 9.73 ft Nominal Yes Roofing Material Comp Roof Span 3 1.05 A (in^2) 8.25 Re -Roof No Span 4 x Sx (in .^3) 7.56 Plywood Sheathing No San 5 30.0 psf Ix in^4 20.80 Board Sheathing Solid -Sheathing Total Rake Span 18.12 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.58 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 14.17 ft Wood Grade #2 Rafter Sloe 180 PV 2 Start Fb (psi) 900 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,600,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) PQ; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) I CL (-) CF Cr D + S 1.15 1.00 1 0.74 1.3 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,165 7.5 ft -1,142 1.02 Pass Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL1,2 30.0 psf X1 1 x 1 30.0 psf 30.0 psf Total Load(Governing LC TL 1 1 40.5 psf 43.7 osf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) PQ; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) I CL (-) CF Cr D + S 1.15 1.00 1 0.74 1.3 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,165 7.5 ft -1,142 1.02 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mmintinn Plana infnrmatinn Roofing Material Wind Design Code Comp Roof ASCE 7-10 Roof Slope Rafter Spacing Wind Design Method 180 24" O.C. Partially/Fully Enclosed Method Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware Ultimate Wind Speed Y -Y Rafters SolarCity SleekMountTM ZS Comp Como Mount SRV 135 mph Spanning Vents Exposure Category No C Section 26.7 Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method KA Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 33.7 psf Wind Pracxurp Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GCp Down) 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up P(UP) -29.5 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Configuration _- Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff ,Max Allowable Standoff Spacing Max Allowable Cantilever 'Standoff Configuration Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Caoacity Landscape Landscape Landscape Trib W -PV T -actual T -allow DCR Portrait Portrait Portrait Trib W -PV T -actual T -a I low DCR 22 sf 3.0 psf -349 lbs 548 lbs 63.6% 39" NA 66" NA ABBREVIATIONS ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT ECC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. LICENSE GENERAL NOTES TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC AND 2012 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Wheat Ridge UTILITY: XCEL Energy (CO) CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION HATH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, NATHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8009759 0 0 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES: (25) REC # REC260PEZ INVERTER: SOLAREDGE #SE5000A—US—ZB—U DIOMAR SANCHEZ 3195 VANCE STREET WHEAT RIDGE, CO 80033 City of I i6 at Rid ge CoAuuuwrry DtvEuoPEw�rr APPROVED Reviewed for Code r...ualnce Plans Examiner - 0 Date -- YsWft of aermit >he issuonce of o pemw or app„ ovof cfpbm 1pmovaNi and c0mpW0WM shall not he o perma for, or on ayiprovwf yL OW a'alteon b a" of the Provisbns of the huildi,g code waonY CitPmdx%.%o . Mwrtf presumbq to give outhority to dolate o/CascN Meptapflawt oj(he app codes or othel ordinances of the City shall not be wlid � �lus� co�pty WA M4 mec. VICINITY MAP I INDEX 121 Diomar Sanchez RESIDENCE 6.5 KW PV ARRAY PAGE NAME-- COVER AMECOVER SHEET PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A I DALOAI 11/17/201 INVERTER CHANGE REV B MRUC 2/6/2017 CHANGE TO RAFTER UPGRADES/ HE -IN CHANGE *ME—*+*** * DESIGN: Matthew Ruck SHEET: REV: DATE: PV 1 C 2/24/2017 .;SolarCit 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com -3'Aj!3JDI0S*- (6911-99L) ALIO—IOS—(BSB) 6ZOI-9C9 (099)3 BiOI—SC9 (099)'1 i0i46 V0 '-)DI1 -S ADM ■ o-13 SsOC Aj!:)jejoS,,1'-W LIOZ/-VZ/Z O Z Ad AV0 AM 'MHS Mond May}}ow S Z£ ,9T TO 3 M T = .,9T/T:DleoS N NVld DlIS 03HSVO SI 1N3Wd1n03 dO1d31N1 %� �, L --'J 03N 3NV S1N3A ONIOn00dd 1V3H 33N33/31V9 dold3lNl NO Nnd lIn0N0O d01d31X3 NO Nnd 11n0NOO SNOIlVOoI 3300NV1S NM001nHS 01dVd — N313W W31SAS Ad 031VO1030 O S13OV1 ONINdVM V d31N30 OV01(D S13OV1 V 13NVd NOI1n01d1S10 O S13OV1 2? 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TYP.----,� 2y4" o p IC41 U0 H Yp r� A�50889 MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 24" 39" 65" O" STAGGERED 0" PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" CIC 2x6 @16" CIC ROOF AZI 91 PITCH 18 STORIES: 1 ARRAY AZI 91 PITCH 18 Comp Shingle - Solid Sheathing ��V-MODULE -- _�J 5/16"x1.5" BOLT WITH - 5/16" FLAT WASHER ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP MOUNTING BLOCK ZEP FLASHING INSERT (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG SCREW (2-1/2" EMBED, MIN) (E) RAFTER CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (4) (3) (1) (2) LOWEST MODULE JVUJ wvLlv1 IYIVVVLLV JOB NUMBER: JB -8009759 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing -Insert MODULES (25) REC # REC260PEZ INVERTER: SOLAREDGE #SE5000A-US-ZB-U dz SISTER UPGRADE INFORMATION: RAFTER SIMPSON SDW WOOD SCREWS (E) 2x6 RAFTER (N) 2x6 SIDE MEMBER 2x6 END FASTENER GROUPING BY HATCHING I� �1'////////I UPGRADE NOTES: 1. CUT AND ADD (N)' SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER, TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 (IF 3 -PLY) SDW SCREWS AS SHOWN AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE -DRILL WITH A �" DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO (E) RAFTER W1 10d (IF 2 -PLY) OR 16d FROM EACH SIDE (IF 3 -PLY) COMMON NAILS AT 6" Q.C. ALONG SPAN. • SISTER ALL RAFTERS ,ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. ATTACH FLASHING INSERT TO (2) MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. C4) INSTALL LEVELING FOOT ON TOP OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. DIOMAR SANCHEZ 3195 VANCE STREET WHEAT RIDGE, CO 80033 Scale: 1"=1'-0" NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER (E) WALL OR SUPPORT BELOW (E) RIDGE BOARD - MIR - OR SUPPORT BELOW - SIMPSON SDW SIMPSON SDW 22458 - 22300 WOOD WOOD SCREWS SCREWS (N) SISTER MEMBERS -N V- (E) RAFTER 4'-0" MIN. SEE MP SIDE VIEW FOR REQUIRED LEN D1 D1 MIR - TOP VIEW OF PARTIAL LENGTH LAPPED SISTER Diomar Sanchez RESIDENCE 6.5 KW PV ARRAY PAGE NAME-- STRUCTURAL AMESTRUCTURAL VIEWS Matthew Ruck SHEET: REV: DATE: PV 3 c 2/24/2017 Scale: 3/4"=1'-0" ksolarCit 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(65O) 638-1029 (8B8)—SOL—CITY (765-2489) www.solorcity.com -0'AlPJ0ps'w (69*Z—S9L) Al10—IOS—(988) 6ZOI-8£9 (OS9):J 9ZOI-8£9 (059):1 ZOYi6 VO '-IOW -S AoM -!^—p SSO£ Al!:)jeloS,,",W LIOZ/tZ/Z a V Ad 3LV0 AM '.I -BHS fond MagjjDw SM31n ivdnlOndlS '3YWN 39Vd ,1`44 V Ad Mei 5'9 33NKISId ZagOUDS JDW010 ,T = .,Z/T :al2DS M3In 1N028A NIi,*dnd MSN Zfl '0300`dl SI ),Vd Nd ]Hi HOIHM OlNI SN313dN -nd d30Nn Nndnd d31SIS * 'N31N30 NO 'N19 ld 03N399d1S STUN NOWW00 P01 H11M Nndnd (3) 3Hl Ol Nndnd 9XZ (N) H0V11V 'L 'S310N NOUV IdlSNI Mol (3) S1nd1S (3) SII`dN NONNOD POL H11M Nndnd (3) Ol 03HO` 111 Nndnd 9XZ (N) Nndnd 9XZ NO VXZ (3) H009 00 `10014 IVIHM illdlS IONVA 561 Z]HON`dS MCIG :83N O 3SIY Md 68805 . a 'Z: n •�� '30ddOdn Nndnd d 3A1303N TIM 3Nn10nd1S SIHl VXZ (3) n—oz—sn—d00053S 3903vios :U3 MNI Z3d09Z03d # 03d (SZ) STRO0N jJ@SUl-6ulySD13 M M dwo0 SZ :VMSA,S ONILNnON 00 69L6002 -0r :warm BW 'ONI Al WOS d0 NOISSIY183d N31110 3Hl 1nOH1M '10VIdIn03 U08VIOS 3NO3&38 3H1 30 3Sn 0NV 3IVS 3H1 HIM NOII03NNOO NI 1d30X3 'NOIIVZINV080 S.LN3ldl338 3Hl 301SIn0 S83HIO Ol 18Vd NI 80 POW NI 03SO13SIO 38 ll IIVHS MON ''DNI kII08VIOS Id30X3 3NOANV JO IIJ3N38 3Hl 803 O3Sn 38 ION TrVHS 03NIVINOD N1383H NOIIVIV80jNl 3HL - IVILN301JNOO 5mpea4S P!IoS - al6ui4S dwOD 00 ..9T@ 9XZ ['D T :S3I'dO-S ST HDJId T6 IZV AndV 00 .37Z @ 9XZ N31dVd 8T HD -Id T6 IZV 40021 "o ..S9 „6T 1.8t, uValaod 4321399VIS „ 0 ..6£ „ 7Z At, 3dVJS17NVl S3ION 213A3IIINVD-A JNIDVdS-A 2G/GILLNVJ-X `)NIJVdS-X ZdW SIN ZdW JO MDIs DAIS (9) CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8009759 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES: (25) REC # REC260PEZ INVERTER: SOLAREDGE #SE5000A—US—ZB—U 00 PREMISE OWNER: DIOMAR SANCHEZ 3195 VANCE STREET WHEAT RIDGE, CO 80033 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. Diomar Sanchez RESIDENCE 6.5 KW PV ARRAY PAGE NAME: UPLIFT CALCULATIONS Matthew Ruck SHEET: REV: DATE: PV 5 c 2/24/2017 S o I a r C i t 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com woa'AjIDJD!OS'A" (69*Z-99L) Alp-IOS-(899) L(OZ/tZ/Z O 9Ad W V of y IQ IN11 33aHl n-8Z-sn-d00093s 3003dVIOS 'DNI 6ZOl-9£9 (OS9):3 8ZOl-8£9 (OS9)*l ZOY*6 VD '--Dry UDS -31VO :A38 133HS 31'IVN 39Vd ;M31M3ANI A1DdYIOS 30 NOISSIVIOd N31118M 3H1 1nOHIM 'IN3WdlnO3 A108VIOS # 03d (SZ) :s31n0on ADM ra!u-o SSOfZ3&K03d rrrr LL0�8 00 `3OaIN 1d3HM 3AL103dS38 3HI 30 3Sn ONV 31VS 3HI HIM No1103NNOD NI 1d30X3'NOIIVZINV9a0 „!�),bNNd Al!:)jeloS,. 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TOTAL RATING OF ALL OVER CURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR. A WARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED Per Code: 690.64 Label Location: (INV) Per Code: CEC 690.56(C) Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `dam# 3055 Clearview way dr THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED a- San Mateo, CA 94402 MOLE OLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set ,'0 T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /q(888) -SOL -CITY (765-2489) www.solarcity.com solalcity-1SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. wo3'dnoJB7aJ'mmm £toz u! uo!II!w Lb9 OS(lbo sanuanaJ pa;edauaSap!mpljom saaAoldwa 009'tJno'(SOS]3d:Jala!;)a8ueyox3ND04Sols0ayluOPa;sppup AemJONu!paJalJenbpeays!038 spaauABJauaBulmOJBs,p!Jomay;;aaw D I ja44aq;eq; suopnlos Bu!p!Aoid Fq anleA @jean aM'SJau;Jed ino q;!m jaq;aBol A„snpu! 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SE760OA-US / SE10000A-US / SE1140OA-US 500Vdc . ......... Nom. DC Input Voltage SE3000A-US SE380OA-US I SE5000A-US SE6000A-US SE760OA-US SE10000A- US SE1140oA-US OUTPUT ..................Y....................... 15.5 240V .............3 ... 240V .....................................@................................ �°�............................ !... Max. Input Short Circuit Current .......................................... 1 45 ...................................................................................... _......,.,....................... Adc ..Reverse-Polarit Protection ........................ ............................................... „ _..._,,.Yes .........................................................;........... I Ground -Fault Isolation Detection .......... ..Maximum 9980 @ 208V . Nominal AC Power Output 3000 3800 500 15400 6000 7600 ✓ O0 VA 114 208.229 Vac ! I" @o08V � �. .................. 10800 @ 208V AC Output Voltage Min. -Nom: Max.(�1 Max. AC Power Output ................................................ 3300 4150 ... ........ ....I 5450 �?40�. I 6000 I... ......... .... 1 8350 ............... i 10950 a'}240V I 120 00... VA GFDI Threshold ...... .. . .............................. 1. Utility Monitoring, Islanding Protection, INPUT i Maximum DC Power STC) 4050 5100 6750 8100 10250 ! 13500 15350 W Transformer -less, Ungrounded Yes ... .. .... j ...... .......................... .... Max. Input Voltage 500Vdc . ......... Nom. DC Input Voltage 325 @ 208V / 350 @ 240V . ... .. ... ... Vdc Max. Input Current(l) 9.5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc ..................Y....................... 15.5 240V .............3 ... 240V .....................................@................................ �°�............................ !... Max. Input Short Circuit Current .......................................... 1 45 ...................................................................................... _......,.,....................... Adc ..Reverse-Polarit Protection ........................ ............................................... „ _..._,,.Yes .........................................................;........... Ground -Fault Isolation Detection .......... ..Maximum 600ks Sensitive ...... ........9$ ...............9$ ....... ......97.7..... .....98.2..... ,......98.3 ..... . Inverter Efficiency AC Output Voltage Min. -Nom. -Max.(') - - ✓- I ........... 1 % ✓ 97: . 98. @ 240V.. ..... _ ......... ...... ..5 �a 240V.. ! .................. 208.229 Vac Nighttime Power Consumption <2.5 <4 W ................ .................. ........ AC Output Voltage Min. -Nom: Max.(�1 ✓ ✓ ! ✓ ✓ ✓ ✓ r 211 - 240 - 264 Vac .......... ......................................... Emissions FCC part15 class B I INSTALLATION SPECIFICATIONS AC output conduit size / AWG range ! AC Frequency Min: No -Ma x.l'1 ........................................................................... DC input conduit size / p of strings / ........ 3 /4' minimum / 1-2 strip gs / 16-6 AWG 3/4" minimum/ 1-3 strings/ 59.3 - 60 - 60.5 .......................................................... AWGrange ............I ............... ......................I...... ........... 14-6 AWG.... Dimensions with Safety Switch 30.5 x 12.5 x 10.5 / 30.5 x 12.5 x 7.2 775x315x184 ''in / 24 @ 208V 1 1 48 @ 208V Weight with Safety Switch Max. Continuous Output Current I 12.5 16 25 . 21, Q° , 240V . � ........... 32 � .. ........ ... 42 ,@ 240y... 47 ..... . . GFDI Threshold ...... .. . .............................. 1. Utility Monitoring, Islanding Protection, INPUT i Maximum DC Power STC) 4050 5100 6750 8100 10250 ! 13500 15350 W Transformer -less, Ungrounded Yes ... .. .... j ...... .......................... .... Max. Input Voltage 500Vdc . ......... Nom. DC Input Voltage 325 @ 208V / 350 @ 240V . ... .. ... ... Vdc Max. Input Current(l) 9.5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc ..................Y....................... 15.5 240V .............3 ... 240V .....................................@................................ �°�............................ !... Max. Input Short Circuit Current .......................................... 1 45 ...................................................................................... _......,.,....................... Adc ..Reverse-Polarit Protection ........................ ............................................... „ _..._,,.Yes .........................................................;........... Ground -Fault Isolation Detection .......... ..Maximum 600ks Sensitive ...... ........9$ ...............9$ ....... ......97.7..... .....98.2..... ,......98.3 ..... ....Y..... Inverter Efficiency 1......98.3...... i.......9s CEC Weighted Efficiency ..... � -.97 @ 208V ...... ..... ...97 �@ 208V ...... 97.5 98 97.5 97.5 97.5 I ........... 1 % 97: . 98. @ 240V.. ..... _ ......... ...... ..5 �a 240V.. ! .................. I ........... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces .......................................... RS485, RS232, Ethernet, ZigBee (optional) ..........................................................................................................................I........... Revenue Grade Data, ANSI C12.20 Opfiona1131 Rapid Shutdown -N EC 2014 690.12 Yes STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, UL1998, CSA 22.2 Grid .Connection Standards IEEE1547 ..................................................................................... ,.......... ......... .......... ......................................... Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 . . AWG .................................................................... ........... DC input conduit size / p of strings / ........ 3 /4' minimum / 1-2 strip gs / 16-6 AWG 3/4" minimum/ 1-3 strings/ AWGrange ............I ............... ......................I...... ........... 14-6 AWG.... Dimensions with Safety Switch 30.5 x 12.5 x 10.5 / 30.5 x 12.5 x 7.2 775x315x184 ''in / HXWXD 775 x 315 x 260 .....................................I........... mm Weight with Safety Switch 51:2 / 23.2 54.7 / 24.7 88 .4 / 40.1 Ib / kg Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user replaceable)„ .................. ................... Noise ! <.25 <.50 dBA Min :Max. Operating Temperature ! to +140/-25 to+60(40to+60 version available ) j -F/'C Ran a-13 g................................... ...................................................................................................................................... Protection Rating ! NEMA 3R , 1�1 For other regional settings please contact SolarEdge support. 121 A higher current source maybe used; the inverter will limit its input current to the values stated 131Revenuegrade inverter P/N: SE_xA-US000NNR2(for 7600W env r:5E76D0A-US002NNR2). 141-40versionP/N-SE-A-USDODNNU4(for 7600W inverts SE76o0A-US002NNU4). 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SolarEdge Power Optimizer - Zep Compatible TM Module Add -On For North America P300-ZEP Compatible with Zep Groove framed modules — Certified Zep CompatibleTM bracket — Attaches to module frame without screws - reduces on -roof labor and mounting costs — Power optimizer equipment grounded through the bracket — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www. soIared ge.us so I a r' • • SolarEdge Power Optimizer - Zep Compatible TM THREE PHASE 480V Module Add -On For North America P300-ZEP 8 10 i...................... P300-ZEP (for 60 -cell PV modules) I.... ..................................... Maximum String Length (Power Optimizers) ........................................................................................ INPUT ..... .... I .. 25 ............ _.....�.......... _. 50 _..... ........... Rated Input DC power_; ... ....... .... 300 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 ..... Vdc MPPT Operating Range .................... ....... . .. 8 - 48 . .......I. ....... . 1 Vdc Maximum Short Circuit Current (Isc) .... . ....... . ..................... ... . . ..... . 10 .. Adc ....... Maximum 'D 0 Input Current 12.5 Adc Maximum Effioency . .g....... ........ .._..... .._...... ....... ................... 99.5 Wei hted Efficien ............... __ _ 98.8 .......... % 0vervoltage Category OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current .............................................................................. . 15 ....................................... Adc Maximum Output Voltage 1 60 ... Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC .............................................................................. FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 .. ............................................................. .............. Safety .................................................._...................... IEC62109-1 (class II safety), UL1741 _.............................. _ ............. RoHS I Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc _................ _. Dimensions including mounting bracket (W x L x ..................................................1 _................ H) 141 x 256 x 40.5 5.55 x 10.08 x 1.59 / .................................................................... ...... /in mm/ in Dimensions excluding mounting bracket (W x L x H) 141 x 212 x 40.5 / 5.55 x 8.34 x 1.S9 __ ........... .....................1 ;.............. in mm/in .... ....... Weight (Including cables and mounting bracket) ........................................ ...... ........... .......... 1170/2.54 ; kg / Ib Input Connector ...................................................................................................................... MC4 / Amphenol / Tyco Output Connector Double Insulated; Amphenol utput ire Lengt....................................................... 0.95 ..............I.................... 3.0 ............................................ m/ft Operating Temperature Range 40 - +85 / -40 -.+i - 85 °C/°F Protection Rating ................. ...................... ............ l IP65 / NEMA4 ............................... ...,....... Relative Humidity............................................................................................ 0- 100 ................................................ � � ........ lu Rated STC power of the module. Module of up to +5% power tolerance allowed.. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) ................................ 8 10 i...................... 18 I.... ..................................... Maximum String Length (Power Optimizers) ........................................................................................ ............. _.... ,.... 25 j ..... .... I .. 25 ............ _.....�.......... _. 50 _..... ........... Maximum Power per String ............ ....._...._....._................. ........ .._................ 1 5250 I.................... 6000 12750 W Parallel Strings of Different Lengths or Orientations ....... .................. ...... ....I.... .......... .I _................. I Yes ....... ...............;............. ......... ........... ........ City of C�, WheatMidge MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm itsna.ci.wheatridge.co.us FOR OFFICE USE ONLY { jU,�,�,�1,�, Date: Add to Permit # �—o I � Nq I „ j Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ', Property Address: 3195 Vance St, Wheat Ridge Property Owner (please print): Diomar Sanchez Phone:(303) 908-5082 Property Owner Emaii:esthervi i116 _yahoo.com Mailing Address: (if different than property address) Address City, State, Zip: Submitting CompanySolar City Contact Person: Tyler Ward Phone: 253-720-4461 Contractor: Solar City Contractors City License #: 110035 Phone: 253-720-4461 Contractor E-mail Address: tward@solarcity.com 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: Changed the inverter to solar Edge. Sq. FULF 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) $o 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. CIRCLE ONE: (OWNER) (CONTRACTOR) o PRINT NAAIE: Chris Luther ZONING COMMMENTS: Reviewer: r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Digitally signed by Chris Chris Luther �e 2017.02.06 SIGNATURE: DATE: 2/6/2017 DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: Reviewer: Wk, PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received 11 Not Required Building Division Valuation: $ GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: NoMotch Inv 1: DC Ungrounded INV 1 - (1) SOLAREDGE ##SE5000A-US-ZB-U LABEL: A - (25) REC ## REC260PEZ 4odule; TYPE EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 1193353 Tie -In: Supply Side Connection Inverter; 5000W, 240V, 98%; w/Unifed Disco and ZB, AFCI PV 26OW, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled INV 2 Underground Service Entrance Voc: 37.8 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 150A MAIN SERVICE PANEL E 15OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTTER -HAMMER Disconnect MILBANK CUTLER -HAMMER 1 4 Meter Socket Disconnect 3 SOLAREDGW(1)Conduit DC+ SE5000A-US- DGILL� MP2; MP 3: 1x12 A 30A B C EGC 1 - A L1 2a0vr 150A/2P B ~ L2 i I N I 2 1 (E) LOADS GND _ _ _ _ _ GND _ _ _ _ _ _ EGC( GND GEC _ _ _ 1 L P 1• MIP 2: 1x1 I N GND ' G r--- ----- - - - -t� ------------------------------ - - - - -- -- - - -- - Kit; 3/4' EMT N I 1 I • - 01` CRY o - - - - - 10rWh6azi rtd4e I mny DEvuormwT TO 1'20/240V Wle& RkJge BuNd;ing Omsion SINGLE PHASE Approv d Plans UTILITY SERVICE I ULW Plans Exam m e Validity of perrnit: The isst n e of a permit or opprovd of plans, speaticoAiom and computations stag not be o pefffd for, or an ®pprovol of, any mUilon to any of the provisions of the bukkV code or of any CAy ordinances. Permits presg to give tsulh ylity to violet® or cancel the provisions of the 80lding codes or other ordinances of the City span not be vord. Voc* = MAX VOC AT MIN TEMP I (2) ILSCO # IPC 4/0-#6 0'r A (1) CUTLER -HAMMER # DC222NRB /rr A Pv (25) SOLAREDGE � P300-5NM4ZS D� Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Disconnect; 60A, 240Vac, Fusible, NEMA 3R PowerBox ptimizer;30OW, ZEP, in MC4,out MC4 C (1 )CUTLER -HAMMER I DG221URB B (1 )MILBANK # U4801 -XL -5T9 nd ( 1) AWG #6, Solid Bare Copper Disconnect; 30A, 24OVac, Non -Fusible, NEMA 3R Meter Socket; 200A, #6-350, Ringless -(1)CUTLER-HAMMER if DG03ONB Ground /Neutral Kit; 30A, General Duty (DG) -(3)MILBANK # K4977 -INT Load -Side Tap Connector; 100A, #12 - 1/0 AWG (ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE A SEPARATE (N) 16 G=C FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. I I I THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. �(1) AWG #6, THWN-2, Black ®i. (1 )AWG 16, THWN-2, Red i (1) AWG #10, THWN-2, Black O (1 )AWG #10, THWN-2, Red (2) AWG #10, PV Wire, 600V, Black Voc* = 500 VDC Isc = 15 ADC O (1 )AWG #10, Green EGC Vmp = 350 VDC Imp= $.8 ADC IL�-LL (1 ) AWG 16, THWN-2, White NEUTRAL Vmp = 240 VAC Imp= 23 AAC 111 LLL (1 ) AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp= 23 AAC t; 3/4'HWN-2, (1) Conduit Kit; 3/4' EMT - (1 ) AWG 16 Solid Bare Copp - Copper GEC ( 1 )Conduit Kit; 3 /4' EMT ) #8,, THWN-2, Green EGC/GEC - (1) Conduit Kit; 3/4' EMT -( 1 AWG (2) AWG #10, PV Wire, 60OV, Block Voc* = 500 VDC Isc = 15 ADC (1 )AWG #10, THHN/THWN-2, Green EGC Vmp = 350 VDC Imp= 9.53 ADC (1 ) Conduit Kit; 3/4' EMT CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8009759 0 0 PREMISE OWNER: DIOMAR SANCHEZ DESCRIPTION: Diomar Sanchez RESIDENCE DESIGN: Matthew Ruck \`# MOUNTING SYSTEM: ZS Comp V4 w Flashing -Insert BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 3195 VANCE ST 6.5 KW PV ARRAY �'�� OIM�v' `7� PART TO OTHERS OUTSIDE THE RECIPIENT'S WITH WHEAT RIDGECO 80033 MODULES ORGANIZATION, EXCEPT IN CONNECTION THE SALE AND USE OF THE RESPECTIVE 25 REC # REC260PEZ , 3055 Clearview Way San Mateo, 94402 SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME THREE LINE DIAGRAM I PV 7 (1 11/17/2016 F: T: (650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com INVERTER: SOLAREDGE SE5000A-US-ZB-U wo3'dnoJ27aJ'MMM ELOZ u! uogl!w L179 OSfI }o sanuanaJ pa4eiaua8 ap!mpliom saadoldwa 009'L inO '(lOSJ3a --Ja>lo!;) a8u eyox3l:)OlS olsp ay; uo pa;s!l pue APAuON u! paua;jenbpeay s! 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(dM)-BullJOSssepueM au!pe;s/llo-4lnw3dD3809 :adAlllaJ 59Z 09Z SSZ (dM)°dWd-Jamodleu!woN J./%17Z00 3sl}o;uopy}aoJain4endwal J./%LZ'O- 'oA}o;ua!oy}aoJajn;ejadwal J./%Q17.0- ddWd}o;uapy}aoJaln;eLadwal (J.Z+)J.CSq Q7ON)ain;ejadwalllaJBu!;ejadOleu!wON 33Nd un❑ 1N❑dwl sn QZZ1n0 uNvNNvM indln❑ 2GM❑d NV3Nn 6b'3J. AINVNNVM 17n❑ONd Nv3Jk A:)N301=H3 sayluj ul swawalnseaw IIV t r r �Eig Alllenb ou s_ulo dwo-,un gjIM SlaUPC JP 05 aaUP111J04Jac -gSlq aanpoJd of soiepuels ?u,Jnlae jnueul pue u l ap AIgenb q'dlq saUlgwoa »d IndIno JoMod a(gegal q -,M Ali(en-) IanpoJc &11se SUGI auigwoa aegl swGISAS JPIos gulp lnq Jo, a-))oL :)1aa4Jad aq_ aie s Dued salJaS �,;uq Z ASiau3 � uDd »d AONDN3 )iv3cj DEIN S13Ndd HVIOS 3)NVLNH0J83d HJIH solar SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011690-11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional - revenue grade data, ANSI C12.1 USA -GERMANY -ITALY -FRANCE -JAPAN -CHINA - AUSTRALIA -THE NETHERLANDS -ISRAEL www.so I a red ge. us solar=ee Single Phase Inverters for North America SE3000A- US/ SE3800A-US/SE5000A- US/ SE6000A-US/ Supported Communication Interfaces. ......................................... RS485, RS232, Ethernet, ZigBee (optional) ......................................................................................................................... ........... Revenue Grade Data, ANSI C12.1 Optionaltal Rapid Shutdown - NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed ° STANDARD COMPLIANCE SE760OA-US / SE10000A-US / SE1140OA-US UL3741, UL1699B, UL1998, CSA 22.2 .......................................................................................................................... ........... Grid Connection Standards IEEE3547 SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE76MA-US SE10000A-US I SE1140OA-US .. 88.4/40.1 ..... OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA .......... ............... . .......... 10000. @240V. Max. AC Power Output 3300 S466 4150 5400 @ 208V 60008350 10800 @ 208V 12000 VA ., .... 5450.@240V 10950 @240V AC Output Voltage Min. -Nom. -Max.(') - 183 - 208 - 229 Vac AC Output Voltage Min: Nom.-Max.l�1 211 - 240 - 264 Vac AC Frequency Min: Nom: Max.l'I 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) Hz Max. Continuous Output Current 12.5 24 @ 208V 16 25 32 48 @ 208V 47.5 A 21.�°.240V.. ................ ................ ...42,@ 240y... ................ GFDThreshold ........ ................................... .......................................................................................................................... 1 A ........... Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Yes INPUT Maximum DC Power (STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer -less, Ungrounded .ge..................... Yes ... ........ ... put'VoltaciIta Max. Inrput ........................................................... 500 ............................................................... V dc Nom. DC Input Voltage 325 @ 208V 1350 @ 240V Vdc Max. Input CurrenN�1 9.5 16.5 @ 208V 13 18 23 33 @ 208V 34.5 Adc ..... _.... _..... ._. _.... .. ....... 15.5@240V. .., .. ......... .30.S�p 240y. .... Max. Input Short Circuit Current .I...I..................... .............. .......................................................................................................................... 45 Adc ........... Reverse -Polarity Protection Yes Ground -Fault Isolation Detection ........................................ ... ............... ................. 600ks Sensitivity ................ .................. ...... _.......... ........ _. Maximum Inverter Efficiency 97 7 98.2 98.3 98.3 98 98 98 Y CEC Weighted Efficiency 97.5 98 97 S @ 208V 97 5 97.5 9. @ 208V 97.5 % .. ... . . ... .. . . .. ..... -.. .... .. .. .. 98@240V ......... --1 ....97:5@240V.. ... .-.. Nighttime Power Consumption < 2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces. ......................................... RS485, RS232, Ethernet, ZigBee (optional) ......................................................................................................................... ........... Revenue Grade Data, ANSI C12.1 Optionaltal Rapid Shutdown - NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed ° STANDARD COMPLIANCE Safety ...................................... UL3741, UL1699B, UL1998, CSA 22.2 .......................................................................................................................... ........... Grid Connection Standards IEEE3547 Emissions FCC art15 class B ...,.,. 512/23.2 ..... 54.7/24.7 _ _ INSTALLATION SPECIFICATIONS AC output conduit size / AWG range .......................................... DC input conduit size / # of strings / AWGrange ............................ Dimensions with Safety Switch (HXW%D) Weight with Safety Switch Cooling 3/4.". minimum / 16-6 AWG ................................................................................. 3/4" minimum / 8-3 AWG ..................................... 3/4" minimum/ strings/ 16-6 AWG 3/4" minimum / 1-2 strings / .. 14-6 AWG . 30.5x12.5x7.2/775x315x184 30.5x12.5x10.5/775x315x260 ...,.,. 512/23.2 ..... 54.7/24.7 _ _ .. 88.4/40.1 ..... Natural convection Natural Convection and internal Fans (user replaceable) fan (user ......................................................................... .......................... replaceaple). . Noise < 25 Min:Max'.OperatingTemperature -13 to+140/ 25 to+60(-40 to+ 60versionavailable(s1) Range ............................................................................................................................ Protection Rating NEMA 311 Itl For other regional settings please contact SolarEdge support. n1 A highercurrent source may be used, the inverter will limit in input current to the values stated. 131 Revenue grade inverter P/N: SE-A-USOOON NR2 (for 760OW inverter5E7600A-U5002NNR2). PI Rapid shutdown kit P/N: SE1000-RSD-51. 1s1-40 version P/N: SE-A-USOOONNU4 (for 760OW inverte SE7600A-Us002NNU4). <50 d BA F/ -C ......................... I ............. ............................ ................. ................................... I ........ I ................................ SUO!IeluD!JO JO SqINUOI lu;)JZ)IJ!Cl 10 511UPIS lalleJed N 0 5 LZ T 0 00 9 OSIS Up I S i a d J 9 m Od w n w !x eA ............. ............. 0 . s .......... I . . ........ 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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 per and`tt ork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. fwd n ture of OWNER o CTOR cle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans 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 1.80 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. iL 111111 Signature of ChiJTBui ding fic a ' Date l REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. FOR OFFICE USE ONLY City of Date: CWheat ,dge muNiTy DEVELOPMENT Plan/Permit# Building & Inspection Services Division 0I `(� 0) 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3195 Vance St, Wheat Ridge CO 80033 Property Owner (please print): Diomar Sanchez Phone: (303) 908-5082 Property Owner Email: esthervigil16@yahoo.com Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarcity.com Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 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 x OTHER (Describe) Solar PV (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.) Install a 6.5 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $8840 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)Z PRINT NAME: Chris Luther ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Chris Luther Dgfte 201812 by 4315 4Luther Date: 2016 12.01 14 31-.04 SIGNATURE: -07'00' DATE: 12/112016 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ November 15, 2016 RE: Project/Job # 8009759 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Sanchez Residence 3195 Vance St Wheat Ridge, CO 80033 Wheat Ridge Denver - Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground/Roof Snow Load = 30 psf (Unreduced) - MPI: 2x6 @ 24" OC, Roof DL = 10 psf, Roof LL/SL = 30 psf - MP2: 2x6 @ 24" OC, Roof DL = 10 psf, Roof LL/SL = 30 psf - MP3: 3x6 @ 24" OC, Roof DL = 11.5 psf, Roof LL/SL = 30 psf Version #63.9 - TBD RU O5 H Y0. v .z 550889 Chris Kim AL Digitally signed by Chris Kim Date: 2016.11.15 13:17:59 -05'00' Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure, with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. of WheJ1,,ge 3055 Clearvieev Way San Mateo, CA 94402 i 650 638 -1028 (8 88) SOL - CITY c (650) 638 - 1029 solarci - - SolarCity Version #63.9 - TBD RU HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware X -X Spacing Hardware -Landscape Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP1 48" 24" 39" NA Staggered 37.9% MP2 48" 24" 39" NA Staggered 37.9% MP3 48" 24" 39" NA Staggered 37.9% 63.6% Portrait Hardware X -X Spacing Hardware - Portrait Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPi 48" 19" 66" NA Staggered 63.6% MP2 48" 19" 66" NA Staggered 63.6% MP3 48" 19" 66" NA Staggered 63.6% Structure Type Mounting Plane Framing Spacing Pitch Qualification Results Member Evaluation Results MP1 Stick Frame 24" O.C. 180 Member Analysis OK MP2 Stick Frame 24" O.C. 18, Member Analysis OK MP3 Stick Frame 24" O.C. 180 Member Analysis OK w/ Upgrades as Specified in Plans Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo, CA 94402 (650) 638 -1028 (888) SOL - CITY (650) 638 - 1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI Notes: 1. ps = Cs*pt; Cs -root, Cs -pv per ASCE 7 LFgure 7-2J 2. pt = 0,7 (Ce) (C0 (IS) p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) CL (-) I CF Cr D + S 1.15 1.00 1 0.89 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -527 8.9 ft -1,375 0.38 Pass City Of what R'Q'9e Member Properties Summary MP1 Roof Pitch Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 1.50" Roof System Properties Span 1 6.69 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 5.11 ft Nominal Yes Roofing Material Comp Roof Span 3 1.05 A (in ^2) 8.25 Re -Roof No Span 4 x Sx (in .^3) 7.56 Plywood Sheathing No San 5 30.0 psf Ix(in ^4 20.80 Board Sheathing Solid -Sheathing Total Rake Span 14.68 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 2.17 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 8.58 ft Wood Grade #2 Rafter Slope 180 PV 2 Start Fb (psi) 900 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,600,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Notes: 1. ps = Cs*pt; Cs -root, Cs -pv per ASCE 7 LFgure 7-2J 2. pt = 0,7 (Ce) (C0 (IS) p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) CL (-) I CF Cr D + S 1.15 1.00 1 0.89 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -527 8.9 ft -1,375 0.38 Pass City Of what R'Q'9e Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL1,2 30.0 psf X1 Ix 1 30.0 psf 30.0 psf Total Load(Governing LC TL 40.5 psf 43.7 psf Notes: 1. ps = Cs*pt; Cs -root, Cs -pv per ASCE 7 LFgure 7-2J 2. pt = 0,7 (Ce) (C0 (IS) p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) CL (-) I CF Cr D + S 1.15 1.00 1 0.89 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -527 8.9 ft -1,375 0.38 Pass City Of what R'Q'9e CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing Krt 180 24" O.C. Section 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountTM ZS Comp Comp Mount SRV Fig. 1609A Spanning Vents I No Section 26.7 Roof Style Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 1 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Krt) (Kd) (V^2) Equation 30.3-1 DCR 33.7 psf Wind Pressure Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U Net Wind Uplift at Standoff -29.5 psf Wind Pressure Down Pfdoyml 16.0 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Landscape Max Allowable Cantilever Landscape Standoff _Conf�uration Landscape Max Standoff Tributary Area Trib PV Assembly Dead Load W -PV Net Wind Uplift at Standoff T -actual Uplift Capacity of Standoff T -allow Standoff Demand/Canacity DCR Max Allowable Standoff Spacing =Max Allowable Cantilever Standoff Configuration- - Max Standoff Tributary Area z PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Caoacity 24" Staggered - - - — - --13sf 3.0 psf -208 lbs 548 lbs 37.9% Portrait 48" Portrait 19" Portrait Staggered Trib 22 sf W -PV 3.0 psf T -actual -349 lbs T -allow 548 lbs DCR 63.6% Y -Direction I 39" NA NA STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.91 Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) CL (-) CF Cr D + S 1.15 1.00 0.74 1.3 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,165 7.5 ft -1,142 1.02 Pass of wheat Ricf Member Properties Summary MP2 Roof Pitch Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 1.50" Roof System Properties Span 1 5.34 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 9.73 ft Nominal Yes Roofing Material Comp Roof San 3 1.05 A (in^2) 8.25 Re -Roof No Span 4 x Sx (in.^3) 7.56 Plywood Sheathing No San 5 30.0 psf Ix OnAM 20.80 Board Sheathing Solid -Sheathing Total Rake Span 18.12 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.58 ft Wood Species DF Ceilina Finish 1/2" Gypsum Board PV 1 End 14.17 ft Wood Grade #2 Rafter Slope 180 PV 2 Start Fb (psi) 900 Rafter Spacing 24" O.C. PV 2 End I I Fv (psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,600,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.91 Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) CL (-) CF Cr D + S 1.15 1.00 0.74 1.3 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,165 7.5 ft -1,142 1.02 Pass of wheat Ricf Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/ Snow Load LL/SL1,2 30.0 psf X1 1 x 1 30.0 psf 30.0 psf Total Load(Governing LC TL 40.5 psf 43.7 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.91 Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) CL (-) CF Cr D + S 1.15 1.00 0.74 1.3 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,165 7.5 ft -1,142 1.02 Pass of wheat Ricf CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing KA 180 24" O.C. Section 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountT" ZS Comp Comp Mount SRV Fig. 1609A Spanning Vents I No Section 26.7 Roof Style Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method KA Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 1 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Trib Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 Net Wind Uplift at Standoff 33.7 psf -208 lbs Wind Pressure Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC (Down) 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up p -29.5 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS Landscape X -Direction 48" Y -Direction IMax Allowable Standoff Spacing 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration— Landscape Staggered Max Standoff Tributary Area Trib 13 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -208 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 37.9% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" 'Max Allowable Cantilever Portrait 19" NA :Standoff Confi uration__ _ Portrait Staggered Max doff TributaryArea Trib Stan 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -349 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 63.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Notes: 1. ps = cs-pt; Cs -root, Cs -pv per FlSCt i (rigure i -z) 2. pt = U./ (C,) (Ca) (15) p, ; C:,=U.9, 4=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress (psi) 1,089 8.3 ft 1,547 0.70 Pass City O f ,;, heat R�d9e Member Properties Summary MP3 Roof Pitch Horizontal Member Spans Overhang 2.32 ft Upgraded Rafter Properties Net W 3.00" Roof System Properties Span 1 11.59 ft E uiv D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A (in^2) 16.50 Re -Roof No Span 4 Sx (in.^3) 15.12 Plywood Sheathing No San 5 Ix(in ^4 41.59 Board Sheathing Solid -Sheathing Total Rake Span 14.63 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 4.17 ft Wood Species DF Ceilina Finish 1/2" Gypsum Board PV 1 End 10.50 ft Wood Grade #2 Rafter Sloe 180 PV 2 Start Fb (psi) 900 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,600,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Notes: 1. ps = cs-pt; Cs -root, Cs -pv per FlSCt i (rigure i -z) 2. pt = U./ (C,) (Ca) (15) p, ; C:,=U.9, 4=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress (psi) 1,089 8.3 ft 1,547 0.70 Pass City O f ,;, heat R�d9e Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.05 12.1 psf 12.1 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL1,2 30.0 psf X1 I X1 30.0 psf 30.0 psf Total Load(Governing LC TL 42.1 psf 45.2 psf Notes: 1. ps = cs-pt; Cs -root, Cs -pv per FlSCt i (rigure i -z) 2. pt = U./ (C,) (Ca) (15) p, ; C:,=U.9, 4=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress (psi) 1,089 8.3 ft 1,547 0.70 Pass City O f ,;, heat R�d9e CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing KA 180 24" O.C. Section 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountTM ZS Comp Comp Mount SRV Fig. 1609A Spanning Vents I No Section 26.7 Roof Style Wind Desian Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method KA Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 1 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA T -actual Velocity Pressure qh qh = 0.00256 (Kz) (Krt) (Kd) (V^2) Equation 30.3-1 Standoff Demand/Capacity DCR 33.7 psf Wind Pressure Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GCp (Down) 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up p -29.5 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Stando� ff Configuration Landscape Landscape Landscape Trib 48" 24" Staggered 13 sf Max Standoff Tributary Area PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -208 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 37.9% T -actual Max Allowable Standoff Spacing Portrait 48" Max Allowable Cantilever Portrait 19" Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -349 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 63.6% Y -Direction I NA - 66' NA ABBREVIATIONS ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT ECC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. LICENSE GENERAL NOTES TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC AND 2012 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Wheat Ridge UTILITY: XCEL Energy (CO) CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8009759 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES: (25) REC # REC260PEZ INVERTER: SOLAREDGE #SE5000A—US—ZB—U 00 PREMISE OWNER: DIOMAR SANCHEZ 3195 VANCE ST WHEAT RIDGE, CO 80033 VICINITY MAP 0 DESCRIPTION: Diomar Sanchez RESIDENCE 6.5 KW PV ARRAY PAGE NAME: COVER SHEET 0 4 r6 C Z y - City of "� Wheat 'dge COMMUNITY DEVELOPMENT EVELOPMEN Wheat Ridge Building Division Approved Plans Ions EXami r Date Validity of permit: The issuance of a permit or approval of plans, specifications and computations shop not be o permit for, or an approval of, any violation to any of the provisions of the bukkV code or of any City ordinances. Permits presuming to give authority to violate or cancel the provaiom of the Building codes or other ordinances of the City shop not be valid. INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 STRUCTURAL VIEWS PV6 UPLIFT CALCULATIONS PV7 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS lullREV A NAME DATE COMMENTS ao DESIGN: 0 Matthew Ruck rCit v 1 3055 ClearAew Way SHEET: REV: DATE: San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 PV 1 a 11/17/2016 1 (888)-sot.-aTY (765-2489) www.solarcity.com —"Al!3JDIDS'- (684Z -99L) ALP-IOS-(Rn) 6i01-8£9 (OS9):i 9Zol-8£9 (OS9)3 ZO"6 V3 '0010N1 UDS AM Mawoap 99M �Aj!:)jejogl',ft. 14, 14N� S 3 M N 9[0Z/LL/[[ D z Ad -AVG M8 333HS pnd M9441oW 'T = ..9T/T:ale:)S N` Id 31IS 03HSVO SI 1NlhdIn03 d01d31Nl, it 11 L "J 03d 3NV S1N3% 6NIA' 008d 1d3H 10N33/3IV9 d01d31N1 NO Nnd lInONOO d01d31X3 NO Nnd lInON00 SNOIlt/O01 3300NVIS NM001nHS 01dVd — d3134 W31SAS Ad 031b'01030 O S13W ONINddM V d31N30 0`d01(DI S138dl )R 13NVd NOI1n81d1S10Oa S138d1 V X08 d3N18W00/N0110Nnf 00 Oe S130VI ONINddM ?R 133NN00S10 0d S138b1 ONINd`dM ?R 103NNOOSIO 00 S138d1 ONINd`dM )R 00 031Vd93iNl /M d31d3ANl M00S10 138`dl ONINddM V d313W Allllln (3) 0 UNJJJ-1 tioTS T :AdOlS al6uiyS dwOO :lVld31dW T6:H1nINizv Adddd T6:H1nv4izv £dW 8T :H01Id AVd8V 8T :HOild tioTS T :AdOlS a16u14S dwo0 :l`dld3lbW T6:H1nINIZb kVd8V T6:H1nWIZd ZdW 8T :H011d A`dddV 8T :H011d tioTS T :AdOlS al6ulyS dwo0 :ldld3l`dW T6:H1nINIZd Addd`d T6:H1niNizv TdW 8T :H01Id Addd`d 8T :HOild NVId ITIS 31NN 30Vd ),VN d Ad Mei 9*9 IONIOISNN Z@gOUDS aDW010 :NOLLdWS30 H009 00 '100N IVIHM 1S IONVA 961 Z]HONVS NdW01a n—BZ—sn—d00093S 3903dVIOS :N31213ANI Z3dO9Z03d # 03d (SZ) .s3inaon }aasul-6ui4So13 M VA dwo0 SZ WIMS ONLLNnOM 00 69L6008 -8f :oevinNBDr 'DNI A1I38VIOS d0 NOISSIY1213d N3uiw 3HL 1nOH11M 'IN3 1MM A.1I38VIOS 3A03638 3H1 JO 3Sn ONV TINS 3H1 HLIM NOLL03NNOO NI 1d3DX3 'NOLLVZINVONO S.LN3IdID38 3HL 30IS1nO S83HIO Ol 18Vd NI 80 310M NI 03SO10SIO 38 11 IIVHS 8ON "DNI A113MVIOS 1d33X3 3NOANV 30 IIJA38 3HL NOT 03Sn 38 ION 11VHS 03NIV1NOD N1383H NOLLVNRIOJNI 3HL — IVLLN301JNOD A SIDE VIEW OF MP1 NTS (E) 2x4 MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 24" 39" 65" 0" STAGGERED 0" PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" OC 2x6 @16" OC ROOF AZI 91 PITCH 18 STORIES: 1 ARRAY AZI 91 PITCH 18 Comp Shingle - Solid Sheathing PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP MOUNTING BLOCK ZEP FLASHING INSERT (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG SCREW (2-1/2" EMBED, MIN) (E) RAFTER CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8009759 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES (25) REC # REC260PEZ INVERTER: SOLAREDGE #SE5000A—US—ZB—U THIS STRUCTURE WILL RECEIVE A PURLIN UPGRADE. INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. ATTACH FLASHING INSERT TO (2) MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. C4) INSTALL LEVELING FOOT ON TOP OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. DIOMAR SANCHEZ 3195 VANCE ST WHEAT RIDGE, CO 80033 (E) 2x4 OR 2X6 PURLIN (N) 2x6 PURLIN ATTACHED TO (E) PURLIN WITH 10d COMMON NAILS (E) STRUTS (E) LBW U1 NEW PURLIN FRONT VIEW Diomar Sanchez RESIDENCE 6.5 KW PV ARRAY PAGE NAME-- STRUCTURAL AMESTRUCTURAL VIEWS Matthew Ruck INSTALLATION NOTES: 1. ATTACH (N) 2X6 PURLIN TO THE (E) PURLIN WITH 10d COMMON NAILS STAGGERED AT 61N. ON CENTER. * SISTER PURLIN UNDER ALL RAFTERS INTO WHICH THE ARRAY IS LAGGED. SHEET: REV: DATE: PV 3 a 11/17/2016 City Of Wheat Ridge uilding .1,5olarCity. 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com -Z-'4—Ps'— (69*1-99L) Alp-IOS-(999) 6ZOl-B£9 (OS9):3 BZOI-8£9 (Os9):1 ZO"6 VO '091OV4 UDS ADM fAQ!K-10 SSO£ AlDjejogll-w 9WILl/ll o t Ad 31V0 �A3a �133HS fond MGgjjow SM31n idelOndls 3RVN 39Vd /�ddNd Ad Mei 9*9 IONmis3d ZauDuDS JDW010 T MIIan'1NO'dd NIi,*dnd MIN Z� '0309dl SI /lVdMd 3H1 H01HM O1N1 Sd313dd llV d30Nn Nlldnd d31SIS * '631N30 NO 'N19 ld 03d30Od1S SIIVN NOWIN00 P01 HIM Nlldnd (3) 3HI Ol Nlldnd 9XZ (N) HOb'11V ' l :S310N N011b'7b'1SN1 M8l (3) s1nd1S (3) Sll`dN NOV0400 P01 H11M Nlldnd (3) Ol a3H0dllb Nlldnd 9XZ (N) Nlldnd 9XZ d0 VXZ (3) H009 00 `10014 1b3HM 1S 3ON` A 561 Z]HONVS dVVgOIa :ONO 3SIN138d *3addOdn Nlldnd d 3A13O3d TIM 3dn10nd1S SIHl txZ (3) n—BZ—sn—`d00093S 3003ddlOS :nI213ANI Z3d09Z03d # 03d (SZ) STnoom }aasul-6ui4So13 M VA dwo0 SZ MISAS ONUNIION 00 69L6008 -8P :oemI, V 'ONI AIIDWIOS 30 NOISSIY483d N3LIlW 3HI 1f10HIIM '1N3YIdif103 kilOdYlOS 3A110363d 3HI 30 3Sfl ONV 3IVS 3HI HIIM NO1103NNOO NI 1d30X3 'NOIIVZINVDdO S,1N3003N Ni 301SIf)O SiGHI0 Ol IdVd NI dO 3I0HM NI 03SOIDS10 38 11 IIVHS 8ON "ONI Al10dVIOS 1d30X3 3NOANV 30 IlJ3N38 Ni ao3 03Sf1 38 ION IIVHS 03NIV1NOO NI3d3H NOl1VPINo3NI 3HI - IV11N30UNOD 6ui44ea4S PJos - al6uigs dwo3 DO 119T@ 9XZ '['D T :S3lmols 8T HD- Id T6 IZV AVddV 00 „ 7Z @ 9XZ 21313Vd 8T HD -Id T6 IZV 30021 „ 0 „S9 „6T „817 1IVd-L'dOd 03213J9Vls „0 ,6£ „&Z „817 3dVDS0NVl S310N 'dDA-DII1NVD-A JNIJVdS-A I 213A3II1NVJ-X JNIJVdS-X ZdW SIN ZdW �O MIIA D(l 9 CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, VATHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SIDE VIEW OF MP3 NTS MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 24" 39" 65" O" STAGGERED 0" PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" OC 2x6 @16" OC ROOF AZI 91 PITCH 18 STORIES: 1 ARRAY AZI 91 PITCH 18 Comp Shingle - Solid Sheathing JOB NUMBER: JB -8009759 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing -Insert MODULES: (25) REC # REC260PEZ INVERTER: SOLAREDGE #SE50OOA-US-ZB-U 6" END DISTANCE .le le -6 —16" O.C. TYP.�' I 2y4" - - -- SIMPSON SDW WOOD SCREWS SISTER UPGRADE INFORMATION: RAFTER (E) 2x6 RAFTER - -o (N) 2x6 SIDE MEMBER 2x6 END FASTENER GROUPING BY HATCHING I-' ;f/LZ///A UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2 -PLY) OR 22458 (IF 3 -PLY) SDW SCREWS AS SHOWN AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE -DRILL WITH A �" DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 1Od (IF 2 -PLY) OR 16d FROM EACH SIDE (IF 3 -PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED DIOMAR SANCHEZ 3195 VANCE ST WHEAT RIDGE, CO 80033 Scale: 1"=1'-0" SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW 11 l t 1- i i 1 1 1 l I SEE MP SIDE VIEW FOR REQUIRED LENGTH 011 D3 D3 MIR _ 3 UTOP VIEW OF PARTIAL LENGTH SI Scale: Diomar Sanchez RESIDENCE 6.5 KW PV ARRAY PAGE NAME-- STRUCTURAL AMESTRUCTURAL VIEWS Matthew Ruck SHEET: REV: DATE: PV 5 a 11/17/2016 —1-g5I'ty or Wheat Ridge \h -�.,.� =;SolarCity 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com —D'Al!—Ps*— (68 Z—S9L) ALD-los—(888) 91OZ/W[L D 9 Ad SNOIlvino3d0 1313dn n-ez-sn-d000S3s 3903bblos 'ONI A1D8VIOS d0 NOISSIV483d 6101-8CZOri6 VO 'w1o19 � (099):1 31VO A38 '133HS 3RVN 30Vd 83183AM N3ll18M 3H1 1f10HLIM '1N3VIdIn03 lL ONVIOS ADM rapuw0 c,50C � N H008 00 300 1d3HM Z3do9Z03d # 03d (SZ) *S31n00N 3AI103dS38 3HL 30 3Sn ONV 31VS 3HL H11M NOILO3NNOO NI 1d33X3 'N011VZINV980 }aasu�—buiysOlA M M dwoo SZ \� „d AlDjejoS 14/\I\I�/ A J AA\1 �/^ /kVaaV l\❑ 1 Y�A IS JON V/\ 96L� S.1N3IdD38 3HL 301S1no S83HL0 Ol 18Vd NI 80 TOM NI 03SOIDS10 3811 IIVHS aON I 'i"`\ jond MagjjDW 3ON3QIS3d Z@gOUDS JDW010 Z3HONbS ddW01a :rfkSAS 9NI1Nf10f1 ''ONI AIIDSYlOS 1d3OX3 3NOANV JO IU3N38 3HL 803 a3sn 3810N INNS 03NIVINOD :KnKln :Wnuaonc�n :aruwn WININA 00 69L6009—gr :o9mnN BOr NI383H NOI1VW8OJNI 3HL - lVILN30UNOD 'SWiivinoid0 ib'dniond1S d03 13AOVd 3IVddd3S 33S SNOIl`d-lf mvD IdIldn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: NoMatch Inv 1: DC Ungrounded INV 1 - (1) SOLAREDGE ##SE5000A-US-ZB-U LABEL: A - (25) REC# REC260PEZ TYPE EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 1193353 Tie -In: Supply Side Connection Inverter; 5000W, 240V, 98%; w/Unifed Disco and ZB, AFCI PV Module; 26OW, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled INV 2 Underground Service Entrance Voc: 37.8 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 150A MAIN SERVICE PANEL E 150A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER -HAMMER Disconnect MILBANK CUTLER -HAMMER Meter Socket Disconnect 3 SOLAREDG4ZB Dc- �A' 30A SE5000A-US- DC IF NIP 3: 1x12 ECC LO A B C �� 240V----------------------------------L150A/2P - e ~ N 2 (E) LOADS GND GND EG_ cec ---�N P1; MP 2: 1x1 GND --------- --G r---- onduit Kit; 3/4" EMT N I I o I z z c� I I -_--_ GEC♦ TO 120/240V SINGLE PHASE UTILITY SERVICE I I I Voc* = MAX VOC AT MIN TEMP 0'rInsulation PiercingConnector; Main 4/0-4, Ta 6-14 I (2 )ILSCO i IPC 4/0-#6 / p A (1 )CUTLER -HAMMER # DG222NRB ^ � Disconnect; 60A, 240Vac, Fusible, NEMA 3R /y PowerBox 0 timizer;300W, ZEP, in MC4,out MC4 Pv (25)SOLAREDGE # P300-5NM4ZS D� C (1 )CUTLER -HAMMER III DG221URB B (1 )MILBANK # U4801 -XL -5T9 nd ( 1) AWG #6, Solid Bare Copper Disconnect; 30A, 240Vac, Non -Fusible, NEMA 3R Meter Socket; 200A, #6-350, Ringless - (1) CUTLER -HAMMER$ DG030NB Grand/Neutral Kit; 30A, General Duty (DG) - (3) MILBANK N K4977 -INT Load -Side Tap Connector; 100A, #12 - 1/0 AWG - ( 1) ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE Sl. SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE A SEPARATE (N) #6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. (1)AWG #6, THWN-2, Black ( 1 ) AWG #6, THWN-2, Red ®L O (1 )AWG #10, THWN-2, Black (1 ) AWG #10, THWN-2, Red (2)AWG #10, PV Wire, 60OV, Black Voc* = 500 VDC Isc = 15 ADC O (1 ) AWG #10, THHN/THWN-2, Green EGC Vmp = 350 VDC Imp= 8.8 ADC L L L (1 ) AWG 16, THAN -2, White NEUTRAL Vmp =240 VAC Imp= 23 AAC L L L -L (1 ) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp= 23 AAC (1 ) Conduit Kit; 3/4' EMT - (1 ) AWG 16, Solid Bare Copper GEC - (1 ) Conduit Kit; 3/4' EMT - (1) AWG #8, THWN-2, Green EGC/GEC - (i) Conduit Kit; 3/4' EMT (2) AWG #10, PV Wire, 60OV, Black Voc* = 500 VDC Isc = 15 ADC O (1 ) AWG #10, THHN/THWN-2, Green EGC Vmp = 350 VDC Imp= 9.53 ADC (1 )Conduit Kit; 3/4" EMT City of CONFIDENTIAL -THE INFORMATION HEREIN NUMBER: JB -8009759 00 PREMISE OWNER: DESCRIPTION: DESIGN: lu CONTAINED SHALL NOT BE USED FOR THE OF ANYONE EXCEPT SOLARCITY INC., DIOMAR SANCHEZ Dlomar Sanchez RESIDENCE Matthew RuckBENEFIT *4;icity- MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing -Insert 3195 VANCE ST 6.5 KW PV ARRAYPART OTHERS OUTSIDE THE RECIPIENTS p WHEAT RIDGE, CO 80033 MODULES: 3055 Gearvew Way San CA 9440638-1029 ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (25) REC # REC260PEZ SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: THREE LINE DIAGRAM PV 7 0 11/17/2016 T:(650) 638 Ma 8 (888)-SOL-GTY (765-2489) www.solarcity.com INVERTER: SOLAREDGE SE5000A-US-Z8-U U01409uuooJGIUI 10 lu!od :(IOd) 3a;aW Aj!mN .(W) 3aluaO peol :(Ol) }0auuo0s14 Oo pa;e36aju1 43M 39:39nul :(/WI) }!npuo0 un�l 3o!3ajul :(01) ;oauuoos!Q 0a :(04) hued uo!}nquls!Q :(Q) xo8 3au!gwo0 :(80) I!npuo0 :(0) ;oauuoos!Q OV:(OV) 030WO&DW SI b31b3ANI N3HM 43Sf1 38 Ol (3)9£'069 O3N :apo0 aad (/WI) (00) :uo!}eool lagel 17'8'179'069 03N WOO aad (IOd) :uo!jeool lagel G3103NNOO W31SAS OlVi-10A010Hd (17)LL'069 03N :apo0 aad (IOd) (017') uo!;eool lagel 179'069 03N WOO aad (IOd) (017) uo!leool lageq (Oe) uo!;eool lagel Z'0'176'069 03N WOO aad (IOd) (0d) :uo!leool lagel £9'069 03N :apo0 aad (/WI) (0(1) uo!jeool lagel Z'0'17l'069 03N :apo0 aad (/WI) (00) :uo!}eool lagel £•3.1.£'069 03N :apo0 aad (0) : uo!;eool lagel W 31SAS 0lVfl0A0i0Hd 'ONI AIIOMVIOS 30 NOISSIV483d N311I8M 3HI inoR IM 'IN31ldlm3 AIIOMVIOS worAu»e os•n+n�n I (68bZ-59L).U.IJ-lOS-(888) �� 3ALL03dS3M 3HI 30 3sn ONV 3IVS 3HI HIM NOLL03NN00NI 1d30X3 6ZOi-839 (OS9):d SZOT-839 (059)1 IAI!3jL �� jaS lagel NOLLVZINV9M0 S IN31d103M 3H1 301S1f10 S83H10 Ol 18Vd NI M0 3lOHM NI ZObb6 VJ 'OB; S OE Ae/y� Mawea� 5503 —► �kI.V6 03SOIOSIO 38 lI IIVHS MON '•ONI ALIOMVIOS 1d33X3 3NOANV 30 EAN38 3HI M03 03sn 38 ION IIVHS 03NIVINDO NI383H NOLLVI4803NI 3HI — IVIIN301JNOD U01409uuooJGIUI 10 lu!od :(IOd) 3a;aW Aj!mN .(W) 3aluaO peol :(Ol) }0auuo0s14 Oo pa;e36aju1 43M 39:39nul :(/WI) }!npuo0 un�l 3o!3ajul :(01) ;oauuoos!Q 0a :(04) hued uo!}nquls!Q :(Q) xo8 3au!gwo0 :(80) I!npuo0 :(0) ;oauuoos!Q OV:(OV) 030WO&DW SI b31b3ANI N3HM 43Sf1 38 Ol (3)9£'069 O3N :apo0 aad (/WI) (00) :uo!}eool lagel 17'8'179'069 03N WOO aad (IOd) :uo!jeool lagel G3103NNOO W31SAS OlVi-10A010Hd (17)LL'069 03N :apo0 aad (IOd) (017') uo!;eool lagel 179'069 03N WOO aad (IOd) (017) uo!leool lageq (Oe) uo!;eool lagel Z'0'176'069 03N WOO aad (IOd) (0d) :uo!leool lagel £9'069 03N :apo0 aad (/WI) (0(1) uo!jeool lagel Z'0'17l'069 03N :apo0 aad (/WI) (00) :uo!}eool lagel £•3.1.£'069 03N :apo0 aad (0) : uo!;eool lagel W 31SAS 0lVfl0A0i0Hd HIGH PERFORMANCE SOLAR PANELS REC PEAK ENERGY REC Peak Energy Z -Link Series panels are the perfect choice for building solar systems that combine long lasting product quality with reliable power output. REC combines high quality design and manufacturins standard= to produce high- oerformanCe soar Danek with uncompromising quality. bs v + 4r- �,� _ 47- ian' r All measurements in inches Nominal Power -P. Wp) 255 260 265 Watt ClassSorting-(Wp) ±5 ±5 ±5 Nominal PowerVoltage-V. (V) 30.5 30.7 30.9 Nominal PowerCurrent- I.(A) 8.42 8.50 8.58 Open Circuit Voltage-Voc(V) 37.6 37.8 38.1 Short Circuit Current -1,(A) 8.95 9.01 9.08 Panel Efficiency(%) 15.5 15.8 16.1 The electrical characteristics are within+/-10%of the indicated values of Ir, Var and P. at standard Test conditions (STC). Values at standard test conditions STC (airmass AM 1.5, Irradiance 1000 W/m', cell temperature 25"C). At low irradiance of 200 W/m= (AM Band cell temperature 25"C) at least 97% of the STC panel efficiency will be achieved. EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY OST Y4FR U5 IMPORT DUTY FREE FF Nominal Operating Cell Temperature(NOCT) 45.7°C(±2°C) Temperature Coefficient ofPml -0.40%/"C Temperature Coefficient ofVoc -0.27%/"C Temperature Coefficient oflsc 0.024%/°C GENERALCATA Cell Type: 60 REC PE multi -crystalline 3 strings of 20 cells with bypass diodes Glass: 1/8" mm solar glass with anti -reflection surface treatment Back Sheet: Double layer highly resistant polyester Frame: Anodized aluminum (black) Zep Groove compatible Junction Box: IP67 rated 4 mm' PV wire, 47"+47" Connectors: Multi -Contact MC4 (4 ml Origin: Made in Singapore Nominal Power- PM,,l 193 197 202 Operational Temperature: -40...+185°F(-40...+85°C) Nominal PowerVoltal 28.5 29.0 29.4 Maximum System Voltage: 600V Nominal PowerCurrent- I.,A) 6.77 6.81 6.90 Design Load: 50lbs/ft'(2400Pa) long side Open CircuitVoltage- V. (V) 35.3 35.7 36.0 301bs/ftz(1436Pa) short side Short CircuitCurrent-Isc(A) 7.21 7.24 7.30 Max Series Fuse Rating: 15A Nominal operatingcell temperature NOCT (800 W/m', AM 1.S, windspeed 1 m/s, ambient temperature 20"c). Max Reverse Current: 15A CERTIFICATION MECHANICAL DATA 10 year product warranty. Dimensions: fi51/2x39xl1/2in(1665x99lx40Tim) a C &us 25 year linear power output warranty Area: 173/4ft2(1.65m2) LISTED (max. degression in performance of 0.7% p.a.). o UL 1703, Fire rating: Class C Weight: 43 lbs (19.5 kg) Note! All given specifications are subject to change without notice at anytime. z REC is a leading global provider of solar energy solutions. With more than 15 years of experience, we offer sustainable, high performing '� products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better RCC City of meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (tickel RECSOL). Our1,600 employees worldwide generated revenues of USD 647 million in 2013. www.recgroup. 1" Wheat Ridge wilding D. / J. 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Joopul pue joopin0 — SSalaalM to lauJagl3 g9noagl uoLpauuoz) lau3alul BUIJO11UOw lanal-alnpow u!-ll!ng — lajDejq pap!Aad uo llelsu! of Asea pue lg2lamjq2q 'IIewS — W86) ADuajoLp aolaadnS — aauelldwoa 11 069 110Z DIN JOJ (T adA_L) uo.paloid llne; »e paleiSalul , swalsAs palgeua a2p3.aejoS ao; a:)ioy:) }saq ayl b Dotil3S / Sn-t1000013s / Sn-d009L3S d00093s / sn-d008E3s / sn-VOOMs eOIJOWd glJON JOJ ►seed aIGuiS a6p3aelOS ,••_.1 OIOS '�SolarCity ZepSolar ZS Comp for composition shingle roofs QOOMPATjR ��AOZZ OMPP�\�v @LISTED zepsolar.com Next -Level PV Mounting Technology ',r,SolafCity Z pSolar Description • PV mounting solution for composition shingle roofs • Works with all Zep Compatible Modules • Auto bonding UL -listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type V or "Type 2" Specifications • Designed for pitched roofs • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps zspats.com. Document # 800-1839.001 Rev 0 Date last exported: April 29, 2016 11:22 AM Components zepsolar.com Next -Level PV Mounting Technology Mounting Block Array Skirt Part No. 850-1633 Part No. 850-1608 or 500-0113 Listed to UL 2703 Listed to UL 2703 Interlock Part No. 850-1388 or 850-1613 Listed to UL 2703 JO ep V - f * Flashing Insert Grip Ground Zep V2 Part No. 850-1628 Part No. 850-1606 or 850-1421 Part No. 850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Captured Washer Lag Part No. 850-1631-001 850.1631-002 850-1631-003 850-1631-004 Leveling Foot Part No. 850-1397 Listed to UL 2703 End Cap Part No. (L) 850-1586 or 850-1460 (R)850-1588 or 850-1467 DC Wire Clip Part No. 850-1509 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. 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OO lndul paled - indNi (salnpow Ad Ila:) -09 a0}) d3Z-00£d d]Z-OOOd eauawy PON 10� uO-ppd alnpoW J � oS w1alggedwo3 daZ - aaziwildo aannod a6P3aeloS = • • - I so aSpaae;os•nAMM �lihyi nt Ala}es (%S'66) kwa!Dy4a jouadn5 - Jalq24@A.4 pue Jallelsu! Jo; unnopings ayelloA lanal-alnpo” - ABJaua aloes o�SZ of do - Suuol!uouJ !anal-alnpow yl!nn aaueualu!euJ uoge)auaq IxaN - lal3eJq 3ql g9no1gl papunoiS luawdinba laziwudo Jannod - uopez!ltTn aneds wnwixew Joj uSisap walsAs a!q!xalj - slsoa Sutlunow pue Jogel Owpegs le.ped of aoueJalol2uunlaejnuew joo1-uo saanpai - sanaios lnogl!M aweil alnpow of sayaellV - woil'sassol galewslw alnpow jo sadAi Ile saleJtl!W - io laeJq v,,,algpedwo:) daZ pagpa:) - sainpow paweJJ aAOOJE) daZ t4l!m a1q!1edwo:) eaiaawd gJAON AOJ uO-pp`d appon wla1gi1adwo3 daZ - aaziwildo aannod a6p3JBIOS JeloS Contractor: Rodney Martin 3250 QUEN I N ST AURORA CO 80011-1 855 For the Following Purpose: Residential 'Miscella October 9, 2012 s4f- 20, �?-J Complete Basement Systems 3250 Quentin Street, #104 Aurora, CO 80011 Subject: Final Inspection Letter 3195 Vance Street, Wheatridge, CO Astra Engineering, LLC Project # 12-113 Per your request, we made a site visit to the subject property on October 9, 2012 for the purpose of performing an inspection of the new steel push pier installation to support the existing foundation walls. MMSEM IBM 57 'r IT Tyrone R. Carter, P. E. Principal 7887 E. Belleview Avenue, Suite 1100, Englewood, Colorado 80111 Ph, 303-228-2256 Fax 866-235-1731 • # Building Permit Application (Complete M# highlighted areas) (please print): M 11,0 Phone: �= oll-'I Mff • � (?, c� -T City License # City License # City License # 0 vl� -C Squares BTU's Gallons - Amic Z-1 • ! I Work shall comply with the following codes 2006 IRC, 2006 IECC, & 2005 NEC. Astra Engineering LLC September 30, 2012 Complete Basement Systems 3250 Quentin Street, # 104 Aurora, CO 80011 Subject: Structural Assessment Letter 3195 Vance Street, Wheat Ridge, CO 80033 Astra Engineering, LI,C Project # 12-113 The following are the findings of my inspection and suggestions for further action, if ME= moves back to equilibrium, In one pier location it will be necessary to install a steel angle along the bottom of the foundation wall to support the foundation where it is cracked. The design of the helical piers and location of the steel angle, including the layout, is attached as an addendum to surface water is directed away from the foundation, Additionally, geotechnical engineers recommend against irrigation near the foundation as it may increase moisture content of the soil and lead, to negative impacts to the structure in the future. As a general note, all downspouts should have minimum five foot long extensions such that water froin the roof is completely removed from areas adjacent to the foundation. This Nvould include the installation of appropriate splashblocks. We also recornmend the gaps between the concrete sidewalk and the concrete foundation wall be sealed with a flexible concrete caulking to prevent water from penetrating near the foundation. It must be understood that this inspection was limited to visual observation only and that there is a possibility of structural issues that are not visually evident. If you have any questions regarding this letter, please feel free to contact the MMMMM Sincerely, Tyrone R. Carter, P.E. Attachments: Sl Pier lay I S2 Push Pier Detail 11 0 m kp K) U T M X C) C) > m m x > ub ddY --i - m m X G) u C) m z (a X -4 f I PIER LAYOUT 3195 Vance Street Wheat Ridge, CO 800-3-1 Mf Complete Ba'sonvill systeni soon V3,ft,%-$7M FAX mm • 5. n e > > ddY I PIER LAYOUT 3195 Vance Street Wheat Ridge, CO 800-3-1 Mf Complete Ba'sonvill systeni soon V3,ft,%-$7M FAX mm • 5. n e . . .. ...... 03VO,1449A lkqe"11111 big all C a PROVIDE CLEAN "' FOUNDATION 5TRAIGMT SURFAC-jE WALL AT CONTACT FACE OF BRACKETS FOP, FL U514 FIT UNDE RPINNING 00 BRACKET t A55EMBLY IN5TALL PUS H PIERS PER MANUFACRER'S TU UNDERPINNIN& RECOMMENDATIONS. STEEL PU5H MIN, 20'DEPTH P41TH TUBES I r MIN, 20K POU�V LOAD Wheat Ridge, CO 80033 ". l' CAPACIT"r. FOUNDATION PIER SYSTEM > P 28716 J 0 * 01 1 , Complete Basement Systems Xyj 14 W. AW190, CO wall It DID 'M 7 > 00 PUSH PIER DETAIL 3195 Vance Street Wheat Ridge, CO 80033 > P M 0 * 01 1 , Complete Basement Systems Xyj 14 W. AW190, CO wall It APPROVED Subject to Field Ins ion$ Ridge Wheat . Datw .... �" °' Plan checker 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 639 THIS PERMIT VALID ONI.Y WHEN SIGNED DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. TME CHIEF BUILDING INSPECTOR AND FECEIPTED BELO`N. OWNER ` " - JOB ADDRESS CONTRACTOR ADDRESS pHONE ZIPCODE ADDRESS K " ~ CONTRACT PRICE $ ~y OU CITY ' ZIP CODE - 2- LICENSE NO. DATE ~j92'-TZ 70 PHONE oll❑ Prolectinq❑ 01her 5 w D Fau 1. TVPE GrounO ❑ Total SQUan Feat 2. MATERIAL glKt. pormit No. SIGNS 3. ILLUMINATION Y$s❑ No~ Typ° Zon,_ Apprwed,Zons Inapeofor 4 SET BACK FROM PROPERTY LINE N_ S-- E a W❑ DisoDDrwed (SDkily which is front ) ❑ I. TYPE Solid~ Mora Thon BO% ODe^U Lon Thon 80% OW^ Heipht ? MATERIAL Zp~s_ ADprweE,Zon~ ImDetta FENCES 3 SET BACH FROM PROPERTY LINE N_-- 5- E-- W ❑ ❑ ❑ DisaOCroved (SpecitYwhith iatront) ❑ O~ _ OTHER 2 -F = 3 ' DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVIN3 DISTANCES FROM FROPERTV LINES. ($ETBACKS OR PROJFCTIONS INCLUDED) ~ SPEGFY NORTH STREET NAME FROM SHDSTANCENTO PROPERTHY UILDINGTO E~E DISTANI;ES'AND PROPERTYLINES;ONtRFEGULARLAT5,SH0~MLEAST pppLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION EIALM BE`NCOMEXPPRE M80 DAYS F ROM T EEDtNDICATEDWORK ATE OF SSUANCEOIF WORK IS NOT STARTED WITHIN BUILDING TIME PECTION DNISION. PLUMBING PERMIT MECHANICAL PERMIT ELECTRICAL PERMIT STATE UCENSE NO. EI« STATE LICENSE N0. FLOOR BSM IST 2ND 3RD 4TH NO. FUEVCRCkdM GW dl PrOporM ~~.....n ue - PTII TEMPORARY METE NEW SERVICE - CHANGE SERVICE- LIGHTIN6 HE AT ING pOWER SU9-LIFCL UTILITY ( RANGE, DI FIXTURES WIRING MOTORS B iMERS B REG TO OLD WORK I herebY acknowledpe tnot thia opPlica- IiOn is cOneGt and understand thot I cennot starl fhis p,ojuct until this aDDli- cotion is aPOroved. 1 shall comDly with the lowe of Ihe 51a1e ol Colorodo ond lo ihs Zoninp Repulolions and Bwidinq Code oftne Ciry of Wheai Ridqe. QnY violation ol,.t~e e ter willcause immediot6~re ion o this permil WASH BU4L BATH TUB SHOWER SINK GARBAGE DISP WCTER HEATEF AUTO.WASHER DISH WGSHER FIDOR DRAIN URINAL SEWERS _ PERMIT FEE USE TAX TOTAL FEE GHIEF BUILDING INSPECTOR,City of I Ridqe AIR /e~ ' 2-%/ Date Issued PERMIT N0. M911117491 T VALID UNLE55 R[RIricu ~ l'N mm / C, 4~;;2v? I )Oy , CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS