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SOLAR-000029-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Im Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-000029-2017 Date Issued: Thursday, June 22, 2017 This is to certify that work requested to be done as shown by Permit Number SOLAR-000029-2017 has been completed. Tax Map Number: 302.11-1-46 Location: 26 FORT AMHERST RD Owner: Tracy Webster Applicant: Solar City This structure may be occupied as a: Solar Panel System Rafter Upgrades 1168 s.f. By Order of Town Board TOWN OF QUEENSSBBUR�Yf Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000029-2017 Tax Map No: 302.11-146 Permission is hereby granted to: Tracy Webster For property located at: 26 FORT AMHERST RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction OwnerName: Tracy Webster Solar Panel-Residential $22,386.00 Owner Address: 26 FORT AMHERST RD Total Value $22,386.00 Queensbury,NY 12804 Contractor or Builder's Name I Address Electrical Inspection Agency Solar City PO Box 670 Amsterdam,NY 12010 Plans&Specifications Solar Panel System Rafter Upgrades 1168 s.f. $175.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,February 9,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu before the exJplJ�anon date.) Dated at the Town of ueemb _ (/ bar bruary 9,2017 SIGNED BY: ( JK VVV for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only 0� ACCESSORY STRUCTURE APPLICATION am Received HIM DATE 1 - 31 - 17 Tax Map ID TAX MAP ID 302.11 - 1 - 46 Permit No. 5Q .,ee--4D1!5 ZONING Permit Fee 4�'}-5. 20 ee '✓1�0��4 2:44_ HIsroalc SITE _Yes No Approvals SUBDIVISION NAME Lot# APPLICANT Loreen Harvey OWNER Tracy Webster ADDRESS P.O. Box 670 ADDRESS 26 Fort Amherst Road Amsterdam, NY 12010 Queensbury, NY 12804 PHONE 518 - 332 - 0671 PHONE 5189556347 CONTRACTOR Solar City COST OF CONSTRUCTION(ESTIMATED); $ 22,356.00 ADDRESS: P.O. Box 670 BUILDING ADDRESS: 26 Fort Amherst Road Amsterdam, NY 12010 Queensbury, NY 12804 PHONE: 518 - 332 - 0671 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Loreen Harvey PHONE 518-332-0671 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1"floor sq.ft. 2ntl floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck lr--;j j Detached Garage(#of cars Dock Pole Barn k ":/ Porch-open TOWN OFQUE aS8UR "Porch—3 season,Covered,Enclosed BU ------ Shed Other AccessoryStructure(s) 1,168.00 sq ft "Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: Loreen Harvey J/ Date: 1 - 31 - 17 Signature: Z"~ Date: 1 - 31 - 17 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 ACCESSORY STRUCTURE APPLICATION (Requirements, Notes, Changes) 0' REQUIREMENTS: ❑� ❑� 1. Two (2)sets of the following documentation with the application and fee: a) Plot plan drawn to scale with the use of a survey map, if possible (40 scale=40 feet) b) Indicate proposed structure(s), showing setback dimensions from all surveyed property lines c) Show location of all existing structure(s)on the property d) Show location of water supply(well or water lines) e) Show location and configuration of septic disposal system or sewer line. 2. Structural drawings to include: Floor plan; Foundation plan, Cross Sections, Elevations 3. Registered Architect or Engineer's stamp,signed &sealed for residential additions/alterations and any commercial construction costs over$20,000 NoTEs: 1. A permit must be obtained before beginning construction 2. This permit is for any structure other than residential principal structure (house) to include, but not limited to: garage, shed, dock, deck, carport, pole barn, greenhouse, etc. Refer to Informational Brochure No. 3—Accessory Structures— Sheds/Fences. 3. Changes to Plan —Any changes prior to or during construction will require submittal of amended plans (review and re- approval are necessary) 4. Withdrawn Permits: 20% of the initial fee is retainable by the Town. No fee is refundable after 1 year from initial application date. 5. Additional review: All applications are subject to Zoning Administrator, Code Compliance and Structural Plan Review. CHANGES To RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL): Residential Building Code • New driveway requirements for structures located over 300 feet from main road • Spray foams are allowed to be exposed in rim joist box only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing oversteps • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles • GFI protection for all other receptacles in kitchens, bathrooms, garages and unfinished basements • All receptacles must be tamper resistant • Carbon Monoxide detectors must be located within 15 feet of sleeping areas; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code • Blower door tests required by credential contractor or structure inspection by air barrier supplier and certified compliant • Programmable thermostats required • Lighting must be 50%energy saving light bulbs • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit • ResCheck inspector's checklist must be available at time of insulation inspection 2 Town of Queensbury Building&Codes Accessory Structure Application July 2014 � CEI "IE D Version#65.2-TBD SolarCity FEB 0 2 2017 RU Ed Generated TOWN OF QUEENSBURY OF NEw y January 28, 2017 BUILDING & CODES ��' pESTE O RE: CERTIFICATION LETTER c Project/Job# 1281737x Project Address: Webster Residence FILE COPY 26 Fort Amherst Rd AT Queensbury, NY 12804 F X955 0) FES 10) AHI Queensbury Town,Warren County Ems. D7/+�tb SC Office Amsterdam Digitally signed by Andrew Oesterreicher Design Criteria: Date:2017.01.2915:05:45-07'00' -Applicable Codes= 2016 NYS Uniform Code including 2015 IBC/IRC/IEBC&2016 Uniform Code Supplement,ASCE 7-10,and 2012 NDS - Risk Category =II Wind Speed= 115 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 50 psf - MPS: 3x8 @ 16"OC, Roof DL= 10.5 psf, Roof LL/SL=35 psf(Non-PV), Roof U-/SL=35 psf(PV) - MP2: 3x8 @ 16"OC, Roof DL= 10.5 psf, Roof LL/SL=35 psf(Non-PV), Roof LL/SL=35 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.29011 < 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 specked 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. 302.11-1-46 SOLAR-000029-2017 Webster, Tracy 26 Fort Amherst Rd. Solar Panel w/Rafter Upgrade 1168 s.f. Sol ^y Version #65.2-TBD arcity RU Ed Generated HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules' Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 64" 23" 39" NA Staggered 35.2% MP2 64" 23" 39" NA Staggered 35.4% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPS 32" 14" 65" NA Staggered 29.3% MP2 32" IS" 65" NA Staggered 29.5% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame 16"O.C. 180 Member Analysis OK w/Upgrades as Specified in Plans MP2 Stick Frame 16"O.C. 240 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. vase 'I, N,v -3: '3 t-, .— .4 V) _C We -.t _ 7, , ;r, -< m_,. ;- an STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MPl Horizontal Member Spans Upgraded Rafter Properties Overhang 3.49 ft Net W 3.00" Roof System Properties Span 1 17.27 R E uiv D 7.25' Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material CDmp Roof Span 3 A(inA2) 21.75 Re-Roof No Span 4 Sx(in.A3) 26.28 Plywood Sheathing Yes San 5 Ix in A4 95.27 Board Sheathing None Total Rake Span 21.83 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 2.42 ft I Wood species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 18.25 ft Wood Grade #2 Rafter Sloe 180 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Let Bracing Full PV 3 Start E si) 1400 000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.05 11.0 psf 11.0 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 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL 46.0 psf 49.2 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(Ct)(Is)pg; CQ=0.9,Ct=1.1,Is 1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.91 1.2 1.15 Member Analysis Results Summary Governin Analysis Max Moment @ Location Ca aci DCR Result (+) Bending Stress(psi) 1,028 1 12.5 ft 1,389 0.74 Pass ZEP HARDWARE DESIGN CALCULATIONS - MP1 Mounting Plane Information _ Roofin Material Camp Roof Roof Slope 180 Rafter Spacing 16'O.C. Framing Type/Direction Y-Y Rafters PV System Type Solaraty SleekMountm Zep System Type ZS Comp Standoff Attachment Hardware Como Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2015 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Utt 115 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style 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 K, 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 24.4 psf Wind Pressure Ext. Pressure Coefficient U GCp U -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down _ 0.45 Fig.30.4-2A/B/C-sA/B Design Wind Pressure _ p = qh (GCp) Equation 30.4-1 Wind Pressure U _ -21.4 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 23" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -193 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 35.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 14" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -161 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 29.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 3.49 ft Actual W 3.00" Roof System Pro 'es Span 1 16.46 ft Actual D 7.25' Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(inA2) 21.75 Re-Roof No Span Sx in.A3 26.28 Plywood Sheathing Yes Span 5 Ix MA4 95.27 Board Sheathing None Total Rake Span 21.84 ft TL Defl'n Limit 120 Vaulted Ceiling No I PV 1 Start 1.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 1 10.50 ft Wood Grade #2 Rafter Slope 240 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 _ Top Lat Bracing Full PV 3 Start I E(psi) 1400 000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading mary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL10.5 sf x 1.09 11.5 psf 11.5 psf PV Dead Load PV-DL 3.0 sf x 1.09 3.3 f Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL SL"z 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL 46.5 psf 49.8 psf Notes: 1. ps =Cs*pf; Cs-roof,Cs-pv per ASCE 7(Figure 7-2] 2. pf=0.7(CQ)(Q(I,)p91 Cc=0.9,C[=1.1,I,=1.0 Member Design Summary(per NDS) GoverningLoad Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.91 1.2 1.15 Member Analysis Results Summary Governing Analysis Max Moment I @ Location Capacity DCR Result + Bending Stress(psi) 895 12.0 ft 1,389 0.64 Pass ZEP HARDWARE DESIGN CALCULATIONS - MP2 Mounting Plane Information Roofing Material Comp Roof Roof Slope 240 Rafter Spacing 16'O.C. Framing Type/Direction - Y-Y Rafters PV System Type SolarCity SleekMounVm Zep System Type ZS Comp Standoff Attachment Hardware Como Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2015 ASCE 7-10 Wind Design Method Partially/Full/Enclosed Method Ultimate Wind Speed V-Ult 115 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 15 It Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 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)(VA2) Equation 30.3-1 24.4 psf Wind Pressure Ext.Pressure Coefficient U GCp U -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= qh(GCp) Equation 30.4-1 Wind Pressure UP Pwo -21.4 psf Wind Pressure Down a"w" 16.0 pslf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 23" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -194 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca ac DCR 35.40/6 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32' 65" Max Allowable Cantilever Portrait 15" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -162 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 29.5% ABBREVIATI®NS ELECTRICAL NOTES JURISDICTI®N NOTES 00 A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A T_ AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. C `— BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. c CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING J EMT FSB IRE ET—BACK A ELECTRICAL IMETALLIC TUBING SANS MAY BE ENERGIZED IN THE SIGN WILL BE PROVIDED WARNING OFNTHEPOSITION, E E � GALV GALVANIZED HAZARDS PER ART. 690.17. €_ Cn GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Q M Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 1 s 1 ,�: r 11 Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER C� L- co kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR BUILDING & 01 CD (/) kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC Reviewed By LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN Date: (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT TTL9LIS NTSNOT SCALE . MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. BUILDOF ING DEPARTMENT FEB 0 2 2017 W PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BU SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. Based on our limited examination,compliance S STAINLESS STEEL with our comments shall=tot be construed as TOWN OF C?►.iLEljdSi3l?;ZY STC STANDARD TESTING CONDITIONS indicatingll liance with thes8uildi gtions are in Codes of BL11L Gl vO u COt')E TYP TYPICAL New York State. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 ST34 PV4 UPL VURAL IES TIONS LICENSE GENERAL NOTES Cutshe ts HR AttacheDIAGRAM 1. ALL WORK SHALL COMPLY WITH THE 2015 IBC/IRC per 2016 NYS UNIFORM CODE. a( 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. ' 3. ALL WORK SHALL COMPLY WITH THE 2015 *� INTERNATIONAL BUILDING CODE a '� MODULE GROUNDING METHOD: * 4. ALL WORK SHALL COMPLY WITH THE 2015 �y AHJ: Queensbury Town, Warren County INTERNATIONAL FIRE CODE i. + REV BY DATE COMMENTS X REV A NAME DATE COMMENTS UTILITY: National Grid (Niagara Mohawk) LIM MAX CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-1281737 00 PREMISE OYMER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio ReyesSo�arClfty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ®® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 26 FORT AMHERST RD 18.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS QUEENSBURY NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q—Cells # Q.Plus—G4.1/SC-280 PAGE NAME: SHEET: REV: DATE San Mateo, CA 94402 SOLARCIIO EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARgTY INC. Delta # Solivia 7.6 TL COVER SHEET / / >www.solarcity.com 28 2017 (888)—SOL—CITY(765-2489 www.solarcit com PITCH: 18 ARRAY PITCH:18 MPI AZIMUTH: 170 ARRAY AZIMUTH: 170 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 24 ARRAY PITCH:24 AC B MP2 AZIMUTH:350 ARRAY AZIMUTH:350 LC InV lily MATERIAL:Comp Shingle STORY: 1 Story AC I � F- -I j ;M` --------- RSD a> -c e-} J Zd - N S O L N LEGEND _ a � MP1 c (E) UTILITY METER & WARNING LABEL RSD RSD RSD RSD RSD t INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS ]7 M1w RSD FD-C-1 LOA DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS - - �� e --- Lc LOAD CENTER & WARNING LABELS AO DEDICATED PV SYSTEM METER ER ACCESS POINT NEE 4StER}-Q �� RAPID SHUTDOWN � 4 y O STANDOFF LOCATIONS rn — CONDUIT RUN ON EXTERIOR G --- CONDUIT RUN ON INTERIOR GATE/FENCE O HEAT PRODUCING VENTS ARE RED Front Of HouseRafis9ta� INTERIOR EQUIPMENT IS DASHED L J r='*-• 0-7/2-VIS SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' Fd W1111MA S VA MA V11111111111111MIZ11A CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-1 281737 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio Reyes sdarCfty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ®'�, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 26 FORT AMHERST RD 18.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: QUEENSBURY, NY 12804 ORGANIZATION, EXCEPT IN CONNECTION PATH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q-Cells # Q.Plus-G4.1/SC-280 PAGE NAME MEET: REV: DATE San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650) 63B-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Delta Solivia 7.6 TL SITE PLAN PV 2 1/28/2017 (888)-SOL-CITY(765-2489)www.solarcity.com �f tie �•��y��ST��'RFp'e'! r- 2x8 SPF#2 (N 1'-8't S1 S1 S1 4' MIN. 't �� �ESS oA�� Cs — 17'-3" 16'-6" (E) LBW (E) LBW H SIDE VIEW OF MP1 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE BY HATCHING SIDE VIEW OF MP2UPGRADE NOTES: \ NTS MPI I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE 64" 1 23" 39" D" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/SIMPSON SOW 22300 (IF 2-PLY) OR 22458 PORTRAIT 1 32" 1 14" 65" 0" 1 (IF 3—PLY) SOW SCREWS AS SHOWN AT 16" O.C. ALONG SPAN AS SPECIFIED, IF ROOF AZI170 PITCH 16 MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES RAFTER 2x8 @ 16"OC ARRAY AZI 170 PITCH 18 STORIES*1 WOOD SPOTTING IS SEEN OR HEARD, PRE-DRILL WITH A " DRILL BIT. C.I. 2x6 @16"OC comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO LANDSCAPE 64" 23" 39" 0" STAGGERED x AND Y ARE ALWAYS RELATIVE To THE STRUCTURE FRAMING THAT SUPPORTS THE Pv. (E) RAFTER W/10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON PORTRAIT 32" 15" 65" O" X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED RAFTER 2X8 @ 16"OC ROOF AZI 350 PITCH 24 ARRAY AZI 350 PITCH 24 STORIES: 1 C.J. 2X6 @16" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER PV MODULE 5/16"x1.5" BOLT WITH E WALL OR 5/16" FLAT WASHER SUPPORT BELOW _ (E) RIDGE BOARD INSTALLATION ORDER MI OR SUPPORT BELOW ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE SIMPSON SDW SIMPSON SDW 22458 - ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT 22300 WOODWOOD SCREWS HOLE. SCREWS (N) SISTER MEMBERS (E) RAFTER --------- --- -------- ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT 3 (2) MOUNTING BLOCK AND ATTACH 4'-0" MIN. '' _� ( ) TO RAFTER USING LAG SCREW. SEE MP SIDE VIEW FOR REQUIRED LENGTH (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS D1 D1 SEALANT EVENLY OVER THE _ MIR - 5/16" DIA STAINLESSROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP [(4) OF MOUNTING BLOCK & TOP VIEW OF PARTIAL LENGTH LAPPED SISTER (E) RAFTER SECURELY FASTEN WITH BOLT. U STAND®FF Scale: 3/4"=1'-0" CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OyMER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-1 281737 Do TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio Reyes ®��'� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Pik, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 26 FORT AMHERST RD 18.2 KW PV ARRAY So�arClfty PART TO OTHERS OUTSIDE THE RECIPIENTS QUEENSBURY NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q—Cells # Q.Plus-04.1/SC-280 Sun 3055 leo, CA Way 9402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE T#50)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Delta # Solivio 7.6 TL STRUCTURAL VIEWS P V 3 1/28/2017 (888)—SOL—CIN(765-2489)www.solaTcltycom 6" END DISTANCE 16" OC —STAGG. TYP.— (E) 2x8 RAFTER IV — — — SIMPSON SOW WOOD SCREWS (N) 2x8 SISTER MEMBER E 2x8 END FASTENER GROUPING Scale:1"=1'-0" 4 Ne r ac ��• b7f�i8 JB-1 281737 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: a®®a o CONTAINED SHALL NOT BE USED FOR THE TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio Reyes a©e� � ���� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 26 FORT AMHERST RD 18.2 KW PV ARRAY z'v,` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: QUEENSBURY, NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 ClearVew Way THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q—Cells # Q.Plus—G4.1/SC-280 SHEET: REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: STRUCTURAL VIEWS / / T.(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Delta SOIIVIa 7.6 TL PV 3 1 28 2017 (888)—SOL—CIN(765-2489)www.solarcity.com UPLIFT CALCULATIONS Y Mounting Plane Information Roofing Material Comp Roof Roof Slope 240 Rafter Spacing 16"Q.C. Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMount"" Zep System Type ZS Comp Standoff Attachment Hardware Comp Mount SRV Spanning Vents No Wind and Snow Desi n Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-U It 115 mph Fig.1609A Exposure Category C Section 26.7 Ground Snow Load pg 50.0 psf ASCE Table 7-1 Surrounding Roof Snow 35.0 psf ASCE Eq: 7.4-1 Roof Snow Over PV Modules 35.0 psf ASCE Eq: 7.4-1 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.85 Table 30.3-1 Topographic Factor Kzt 1.00 Section 26.8 NeWind Directionality Factor Kd 0.85 Section 26.6-1 }' Importance Factor I NA qh=0.00256(Kz)(Kzt)(Ka)(V^2) Velocity Pressure qh 24.4 sf Equation 30.3-1 rn Wind Pressure Ext.Pressure Coefficient U GC U -0.88 Fig.30.4-2A'B;C-5A/B .� Ext.Pressure Coefficient Down GC Down 0.45 Fig.30.4-2A1B)C-5A/B Design Wind Pressure p p=qh(GCp) Equation 30.4-1 Wind Pressure U u -21.4 psf ESS1a � Wind Pressure Down down 16.0 sf b7lzoi6 ALLOWABLE STANDOFF SPACINGS Digitally signed by Andrew X-Direction V-Direction Oesterreicher Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 23" NA Date: 2017.01.29 15:04:05 Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf -07'00' PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -194 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 35.4% _ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 15" NA Standoff Confiquration Portrait Staggered Max Standoff Tributary Area Tdb 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -162 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 29.5% CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB- PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE 1281737 �� TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio Reyes BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: pv„sdarcfty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 26 FORT AMHERST RD 18.2 KW PV ARRAY ®®� PART TO OTHERS OUTSIDE THE RECIPIENTS QUEENSBURY NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q—Cells # Q.Plus—G4.1/SC-280 3055 Clecrview Way SHEET: REV: DATE San o,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T:(650)Son Mateo, F:(650)638-1029 PERMISSION OF SOLARCITY INC. Delta # Solivia 7.6 TL UPLIFT CALCULATIONS PV 4 1/28/2017 (888)—SOL—CITY(765-2489)www.solorcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:NoMatch Inv 1: DC Ungrounded INV 1 —(ODelta #Solivia 7.6 TL —(65)HANWHA Q—Cells.# Q.Plus-G4.1/SC-280 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:30359804 Inv 2: DC Ungrounded Inverfer760OW, 24OV/208V, 97.57/97.57, Zigbee, PLC PV Module; 2801 256.4 PTC, 40MM, Blk Frm, MC4, 1000V, Zep Underground Service Entrance Tie—In: Supply Side Connection INV 2—(1)Delta pp Solivia 7.6 TL Inverfer,7600W, 24OV/208V, 97.5%/97.57", Zigbee, PLC Voc: 38,97 Vpmax: 31.67 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL MULTI—CONTACT Delta E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND Branch Socket CUTLER—HAMMER BRYANT (E) WIRING CUTLER—HAMMER ( ) A❑ 7 C 1 Disconnect N 125A Load Center 15 Disconnect 14 12 Delta DC+ E 8oA F Solivia 7.6 TL Da MPI: 1x11 G 40A/2P — EGc-----------------� Lt zgov r L2 DC+ DC+200A/2P 6 N DC 6 r--- C 11 lu MP1: 2x10 } (E) LOADS GND ____ GND _ EGC/ —__ DC+ C+ I — ---------- --- j o �----- GEC TN DC- G 1 I w Z I GNDEGC— ----------- ----------- ------------ G�-----------------� MULTI—CONTACT I I (1)Conduit Kit; 3/4"EMT Branch Socket 10 D 3 Inverter 2 IND DC+ N I I 11 DC- I I 13 Delta r DC+ MPI: 2x11 o I Solivia 7.6 TL Dc' I 40A/2P E6c GECI I L1 zaovJDC+ F ----------- ------------ ----------- 4—--—---------- ----� —— ——— I L2 DC+ TO120/240V j N I 9 G MP1: 1x6 SINGLE PHASE 1 L_ _____—_______—__ EGC/ c+ UTILITY SERVICE I — GEC ———�� DG MP2: 1x6 GND __ EGC_ GC ----------- ----------- ------------ ------------------� I I (1)Conduit Kit; 3/4"EMT J— EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP POI (1)Gr°yrhd Rod E (1)CUTLER—HAMMER #DG223NRB /� C (3)Delta #Solivia A (1)MULTI—CONTACT#PV—AZB4 D� 5 8 x 8, C per Disconnect; 100A, 24OVac, Fusible, NEMA 3R /� Smart RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 Branch Socket; MC4 U—Joint Connector, Female Female Male —(2)ILSCO ¥IPC 47'2x/0 —(1)CUTLER— AMMER�DG100NB —(1)MULTI—CONTACT p PV—AZS4 Insulation Piercing Connector, Main 4/0-2, Tap 2/0-6 Ground�Neutral it; 60-100A, General Duty(DG) D (4)Delta#S°livia Branch Plug; MC4 U— Joint Connector, Male Male Female — 11 CUTLER—HAMMER S16FK Smart RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 (i)BRYANT#BR48L125RP ( ) Class R Fuse Kith * (2)MULTI-CONTACT#PV—AZB4 G Load Center, 125A, 120/24OV, NEMA 3R (2)AWG#10, PV Wire, 600V, Black Voc =449.6 VDC Isc =18.82 ADC v Branch Socket; MC4 U—Joint Connector, Female Female Male 2 CUTLER—HAMM R BR240 —(2)FERRAZ HAWMUT#TRSOR PV BACKFEED OCP cn —( ) Fuse; BOA, 25OV,Class RK5 6 (1)AWG#6, Slid Bare Copper EGC Vmp =316.7 VDC Imp=17.68 ADC —(2)MULTI-CONTACT CONTACT PV—AZS4 Breaker, 40A 2P, 2 Spaces .. (1 Conduit Kit 3/4 EMT Branch Plug; M 4 U—Joint Connector, Male Male Female S^ (1)CUTLER—HAMMER N DG323UR8 , Z AWG 10 PV Wire 600V Black Voc* 494 56 VDC Isc —9 41 ADC (4)AWG 10, PV Wire, 60OV, Black Voc* =449.6 VDC Isc =18.82 ADC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE F Disconnect; t00A, 240Vac, Non—Fusible, NEMA 3R ( � � � � _ — ( ) � AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. —(1)CUTLER—�IAMMER DG100NB O � 11)AWG 16, Solid Bare Copper EGC Vmp =348.37VDC Imp=8.84 ADC O RF (1)AWG#6, Solid Bare Copper EGC Vmp =316.7 VDC Imp=17.68 ADC Ground/Neutral it; 60-1100A, General Duty(DG) 1 Conduit Kit; 3 4"EMT 1 Conduit Kit; 3 4" EMT ?R.... .. ./... ... ...... ...... .._. . ... .... .. .... ...... . .).... .. .. ./........ ..... ... .... .. .. .... ... ... .... .... (1)AWG #4, THWN-2, Black (1)AWG#8, THWN-2, Black ��� ire, ac oc Isc = (2)AWG #10, PV Wire, 60OV, Black Voc* =494.56VDC Isc=9.41 ADC 0 1 AWG o (1)AWG 8, THWN-2, Red 8 sZ (1)AWG 16, Solid Bare Copper EGC Vmp =190.02 VDC Imp=17.68 ADC 1)AWG#6, Solid Bare Copper EGC Vmp =348.37 VDC Imp=8.84 ADC 0 V( ) r THWN—�' RED (D ( ) # _ 1 Conduit Kit; 3 4" EMT (1)A% �, 104, White NEUTRAL VmP =240 VAC Imp=63.4 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.7 AAC .. . . ... .�. /.... ...... .. .... .... ... ... .... .... .. ... ... . O�(1)Conduit Kit; 3/4",EMT,..,, ._., ., ,,,, ,, , ,,,,, ,, ,, ,, ,. ,. .,., , �1 AWG THWN-2, Green EGC GEC— 1)CO DUIT KIT —(1 AWG (2 AWG#10, PV Wire, 600V, Black Voc* =269.76VDC Isc =18.82 ADC (4)AWG 10, PV Wire, 60OV, Black Voc* =449.6 VDC Isc=9.41 ADC .). . . ... ...... .. .. .. ./....(. .. �. #$..T}1WN-2..Green , , EGC/GEC,.(1).Conduit.Kit;.3/4..EMT.... .... .. U # (1)AWG #4, THWN-2, Black i x'10 EMT Cbrid'uit' '' ( '''#8, THWN-2, Black O (1)AWG#6, Solid Bare Copper EGC Vmp =190.02 VDC Imp=17.68 ADC O 1 AWG i AWG ( ) #6, Solid Bare Copper EGC Vmp =316.7 VDC Imp=8.84 ADC © (1)AWG THWN-4,, RED o (1)AWG#8, THWN-2, Red (1 Conduit Kit; 3/4 EMT ,, ,,,, ,, ,, ,,,, ,,,, ,,,, ,, ,,,,,,, (1 j Conduit Kit; 3/4" EMT 4 AIN6 10, PV Wire,BOON, Black Voc* =494.56 VDC Isc =18.82 ADC ) *' . Voc = VDC Isc= ADC (1)A�Ib f0Rf�4 1-11, White NEUTRAL Vmp =240 VAC Imp=63.4 Ajar (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp-31.7 AAC ( # 4 AWG #10, PV Wre,60OV, Black 494.56 9.41 THWN-2, Green EGC GEC— 1 Conduit Kit; 3 4 EMT (1)AWG#6, Solid Bare Copper EGC Vmp =348.37 VDC Imp= ADC (1)AWG #6, Solid Bare Copper EGC Vmp =348.37VDC Imp=8,84 ADC -(1)AWG #6, Slid Bare,Copper. GEC,.,.—(1Of1DUIT KIT -0)AWG#8._„._,__,,, ,. ../,...(.) ........./. "..... ...... . . O r ).Cl x'1U'EMT Cbrid'uit'"""" ,. , ,..„ (1 Conduit Kit; 3/4" EMT ,, ,,_, (1 Conduit Kit; 3/4' EMT /............. ........ . ..... .. .. .... ...... . (2)AWG 110, PV Wire,BOON, Black Voc* =494.56 VDC Isc =18.82 ADC '''' '''' W kd#10, PV Wire, 60OV, Black Voc* =269.76 VDC Isc=9.41 ADC © (1)AWG/6, Solid Bare Copper EGC Vmp =348.37 VDC Imp=17.68 ADC ® (1)AWG#6, Solid Bare Copper EGC Vmp =190.02 VDC Imp=8.84 ADC (1 Conduit Kit; 3/4" EMT J B-1281737 PREMISE OWNER: DESCRIPTION: DESIGN. CONTAINEDASHALLOT BEUSED THE JOB NUMBER: TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio Reyes BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .j; NOR HALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 26 FORT AMHERST RD 18.2 KW PV ARRAY solarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: QUEENSBURY, NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q—Cells # Q.Plus—G4.1/SC-280 PAGE NAME SHEET: REV. DATE San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650) 638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Delta Solivia 7.6 TL THREE LINE DIAGRAM PV 5 1/28/2017 (888)—SOL—CITY(765-2489)www.solarcitycom ELECTRICAL CALCULATIONS Panel Schedule NEC 220.83- Residential Load Calculation Version 3.0 Load Breaker NEC 220.83(B) "Existing Dwelling Unit. ... to determine if the existing service ... is of sufficient capacity...The following percentages shall be used for existing ... loads ... First 8 kVA of load at 100%, Remainder of load at 40% NEC 220.83(B)(1) General lighting and general-use receptacles at... 3 volt-amperes/ft2 as determined by 220.12. Sq Ft I VA Floor Area (3VA/sq ft) NEC 220.83(8)(2) 1500 VA for each 2-wire, 20-ampere small-appliance branch circuit and each laundry branch circuit covered in 210.11(C)(1)and (C)(2). Qty I VA Small Appliance Circuits Laundry Circuits 1 1500 Bathroom Circuits 1 1500 NEC 220.83(B)(3) All appliances ... Ranges,wall-mounted ovens, counter-mounted cooking units ... Clothes dryers that are not connected to the laundry branch circuit... [and]water heaters" Breakerl VA Total General Load (non-A/C load) * VA First 8 kVA of load at 100% 8000 Remainder of load at 40% General Calculated Load (non-A/C load) * VA NEC 220.83(8) The larger connected load of air-conditioning or space-heating, but not both, shall be used ... [at] 100 Percent of Load Breaker I VA Sum of A/C Equipment Sum of Electric Furnaces Max Heating and Air-Conditioning load * VA Total Load Sum of General Calculated Load * VA &Heating and A/C Load * A CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-1281737 00 TRACY WEBSTER Tracy Webster RESIDENCE Sebastian Antonio Reyes ®, CONTAINED SHALL NOT BE USED FOR THE �\`�. ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'Wo Z ®larClty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 26 FORT AMHERST RD 18.2 KW PV ARRAY ®o\ PART TO OTHERS OUTSIDE THE RECIPIENTS QUEENSBURY NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (65) HANWHA Q—Cells # Q.Plus—G4.1/SC-280 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PACE NAME SHEET: REV: DATE: SonT:(650)638-1028 toCA 94402 (650)638-1029 PERMISSION OF SOLARCITY INC. Delta # Solivia 7.6 TL ELECTRICAL LOAD CALCULATIONS PV 6 1/28/2017 (888)—SOL—CITY(765-2489)www.solarcity.com Lab I WARNING:PHO T OVOLTAIC POWER SOURCE Location: _• . _ •n: Label Location: WARNING WARNING Code:Per Code: Per Code: Per NEC ELECTRIC SHOCK HAZARD • ELECTRIC SHOCK HAZARD • 690.31.G.3 DO NOT TOUCH TERMINALS NEC • 1 NEC 'THE DC CONDUCTORS OF THIS 1 •- • _ • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC LOADN TDHE OPEN POSNTIONIZED MAY BEOENDERGIZED ; DISCONNECT Per "- UNGROUNDED NEC 690.14.C.2 Label • • PHOTOVOLTAIC SYSTEM MAXIMUM POWER- Per Code: POINT CURRENT(Imp)_A Per CodeSHUTDOWNCEC 690.56(C) MAXIMUM POWER- V,, 690.53 POINT VOLTAGE(Vmp)_ MAXIMUM SYSTEM V VOLTAGE(Voc)_ SHORT-CIRCUIT CURRENT(Isc)_A Label • • '• Per ..- INVERTER OUTPUT CONNECTION 690.64.B.7 Lab '1 ' - • _ • DO NOT RELOCATE THIS OVERCURRENT WARN I NG DEVICE Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE U010' 1*24011 Label Location: CAUTION '• Per ..- PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFEDNEC 690.64.B.4 Label • • WARNING ' Per ..- ELECTRICALSHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) • • OAD SIDES MAY BE ENERGIZ o CAUTION -• IN THE OPEN POSITION DUAL POWER SOURCE Per ••- DC VOLTAGE IS SECOND SOURCE IS 690.64.B.4 ALWAYS PRESENT WHEN PHOTOVOLTAIC SYSTEM SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • PHOTOVOLTAIC POINT OF -• Label • INTERCONNECTION Per Code: PHOTOVOLTAIC AC - • WARNING: ELECTRIC SHOCK Disconnect • HAZARD.DO NOT TOUCH 690.17.4; NEC 690.54 • • DISCONNECTCode: TERMINALS.TERMINALS ON I! BOTH THE LINE AND LOAD SIDE - Combiner -' NEC 690.14.C.2 MAY BE ENERGIZED IN THE OPEN (D): Distribution Panel POSITION. FOR SERVICEDisconnect DE ENERGIZE BOTH SOURCE Interior AND MAIN BREAKER. Conduit Label • - • (INV): Inverter With IntegratedDisconnect MAXIMUM AC ` '• MAXIMUM AC _ OPERATING CURRENT A Per OPERATING CURRENT A Load MAXIMUM AC MAXIMUM AC -• Point OPERATING VOLTAGE V (M): Utility Meter 690.54 OPERATING VOLTAGE _ V • ofInterconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINEDFOR i THE BENEFIT OF ANYONE • i IN WHOLE OR IN PART TO OTHERS 0 EXCEPT IN • r • SOLARCITYWITHOUT THE WRITTEN PERMISSION .. W Model RSS-600 4-2 Connection Diagram: I DELTA RAPID SHUTDOWN BOX I , ROOF ON WITHIN 10 OF PV O W 2.l " ~ .. fp00MPPr0 CiP-U SARM Amu we I o ~- .::V-- 102.01 2 I 9 ._ `•j RSS AC - ��_' ocrv} 'One conduit I AC - I1BREAKER GRID AC for all wiring l Technical Specifications N SIGNAL Input Ratings a • Max.System Voltage600V DC 600V DC t.� '4PUT OurPur Max.Number of Input1 4 RAPID SHUTDOWN AELTn - 20A 10A r r � - N/A 15A Output Ratings Max.Number of Output Circuit 2 Rated Output Current Per Circuit 20A 20A Output25A 25A . . . . . . 10AWG 12-6 WG Output ConduitN/A 3/4"(two holes) control signal Method PLC Signal 5V Signal Wire 5V Signal Wire Voltage Rating N/A 6 A N/A 24-144 AWG a p tl lt-.� S h u t d o W n Device General Data . 7.87 x 5.91 x 2.09(200 x 150 x 53) 12.44 x 10.04 x 2.16(316 x 255 x 55) 2.86lbs(1.3kg) 6.6lbs(3.Okg) for Delta 3 o o^'7 0 6 TL Inverters ' MC-4 PV Connector orAmphenol H4 PV Connector MC-4 PV Connector orAmphenol H4 PV Connector Output ConnectorsMC-4 PV Connector or Amphenol H4 PV Connector Screw Terminal Blocks •,- , Temperature -40—158•F(-40—70•C) -40—158°F(40—70°C) Delta's Rapid Shutdown Devices provide an automatic disconnect of 60OVDC ,-Operating Storage Temperature -40-185•F(40-85°C) 40-185•F(40-85°C) residential or small commericial PV array system,fully compliant with the Rapid 0-100% 0-100% Shutdown requirements of NEC 2014 article 690.12. It is compatible with Delta's Operating Altitu,- 2000m above sea level 2000m above sea level single-phase residential inverters. 10 Years 10 Years KEY FEATURES Standard Compliance Enclosure Protection NEMA4X NEMA4X •NEMA 4X Protection UL 1741,CSA 22.2 107-1 UL 1741,CSA 22.2107-1 •Compact and Lightweight NEC 2014 Article 690.12 NEC 2014Article 690.12 •Rack Mount Installation Delta Products Corporation,Inc. •Fast Connect with PV Connectors 46101 Fremont Blvd. •Compliant with NEC 2014 article 690.12 Fremont,CA 94538 Sales Email: Inverter.Sales@delta-corp.com •PLC Communication(Model RSS-600 1-1 only) Support Email: Inverter.Support@delta-corp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 40 ® Support Hotline: +1-877-442-4832 Support Intl.): +1-626-369-8019 C US Monday to Friday from lam to Spm PST(apart from Holidays) &ELTA www.delta-americas.com www.delta-americas.com/solarinverters Delta Solar Inverters Datasheet for SolarCity - `�,t�itMa,.:, fit._,- �_ INPUT(DC) 600 V 380 V 85-550 V F- 200-500 V 18.0 A 20.0 A 20.0 A per MPP tracker ti SolarCity - 25.0 A per MPP tracker L 0 420OW 5000 W 5600 W 1.5 Internal SolarCity `_' 1 z 2 4 OUTPUT(AC) - 3000 W 3800 W 5200 W 6600 W 7600 W 3000 W @ 208 V/ 3300 W @ 208 V/ 5200 W @ 208 V/ 6600 W @ 208 V/ 6600 W @ 208 V/ 3000 W @ 240 V 3800 W @ 240 V 5200 W @ 240 V 6600 W @ 240 V 7600 W @ 240 V 183-228V@208V/211-264V@240V � - 14.4A@208 V/ 15.BA@208V/ 24.DA@208V/ 31.7A@208V/ 31.7A@208V/ 12.5A@240V 15.BA@240V 21.6A@240V 27.5A@240V 31.7A@240V 60 Hz 59.3-60.5 Flz i 57.0--63.0 Hz -1.5w <3% >0.99 0.851-0.85c - •� <50 db(A)@Ira 1 , • GENERAL SPECIFICATION 98% 97.5%@ 208V/97.5%@ 240V -13-1587(.25-70°C)i derating above 122°F(50°C) AO-185°F(v10-85-C) 0-100% 2000m above sea level MECHANICAL DESIGN 19.5 x 15.8 x 8.5 in(495 x 401 x 216 mm) 26.8 x 15.8 x 8.5 in(680 x 401 x 216 mm) 43.0 Its(19.5 kg) 65.0 lbs(29.5 kg) Natural Convection Spring terminals in connection box AWG 12-AWG 6 Copper(According to NEC 310.15) 2 pairs of spring terminals in connection box 4 pairs of spring terminals in connection box AWG 12-AWG 6 Copper(According to NEC 690.8) Zgsee 3 LEDs,4-Line LCD Diecast Aluminum STANDARDS/DIRECTIVES Solar Inverters NEMA 4X IEC 60068-2-11 Salt mist UL 1741 Second Edi ion,CSA C22.2 No.107.1-01 Transformerless(TQ: 3.0 kW, 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW DL 1998 NEC 690.35,UL 1741 CRD IEEE 1547,IEEE 1547.1 Wide Operating Voltage Range:85-550V FCC part 15 Class T UL 16998(Type 1),NEC 690.11 Wide Operating Temperature Range:-13-158'F(-25-70'C) UL 1741 CRD PVRSS,NEC 690.12(with SMART RSS) m. ANSI C12.1(meet 2%Accuracy) High CEC Efficiency:97.5% R California Rule 21,HECO Compl'laM,IEEE1547 Integrated AFCI(Arc Fault Circuit Interruption) WARRANTY star aerdw 10 years NEMA 4X plus Salt Mist Corrosion Protection Natural Convection Cooling Delta Products Corporation,Inc. 46101 Fremont BW. Dual MPPT(5.2kW/6.6kW/7.6kW) Fr CA 94538 saatesles Emaa:invenersales@deltaww cora Compact and Lightweight support Emaa:lnveners,pport@delt-cera Sales Hot ire:+1.877-440-5a51 or+1516-369-8021 UL 17411 IEEE 1547/IEEE 1547.1/CEC �p Support Hnit):++1-87769.80132 o Support to Fn:a ftm 7 am toy AN E LTA Listed/UL 1699B(Type 1)/NEC 690.11 C us Monday to Friday from7am to5pm PST(span from Holidays) i! ^SolafCity ZepSolar Next-Level PV Mounting Technology ''!SolarCity ZepSolar Next-Level PV Mounting Technology ZS Comp Components for composition shingle roofs IL Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 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 °�� Description PV mounting solution for composition shingle roofs FA Works with all Zep Compatible Modules �aMPpj� 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" Captured Washer Lag End Cap DC Wire Clip U� LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • 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 Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 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 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 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. 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 D Date last exported:April 29,201611:22 AM Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM Format 65.7 in x 39.4 in x 1.57 in(including frame) a (1670mm x 1000mm x 40mm) - Weight 44.091b(20.Okg) - - Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology o- ' Back Cover Composite film -.,:.�"�� '•.'i:�,� _ Frame Black anodized ZEP compatible frame -... _ Cell 6 x 10 Q.ANTUM solar cells Junction box Protection class IP67,with bypass diodes Cable 4 mma Solar cable;(+)47.24 in(1200mm),(-)47.24 in(1200 mm) Connector Multi-Contact MC4,IP68 b� �°^��+-,T- POWER CLASS 275 280 285 MINIMUM PERFORMANCE AT STANDARD TESTING CONDITIONS.STC'(POWER TOLERANCE+5W/-OW) Power at MPP' P.P [W] 275 280 285 Short Circuit Current' Isc [A] 9.35 9.41 9.46 it E Open Circuit Voltage- V. [V] 38.72 38.97 39.22 Current at MPP* 1.1p [A] 8.77 8.84 8.91 r Voltage at MPP` V„PP IV] 31.36 31.67 31.99 The new 0_.PLUS-G4.1/SC is the ideal solution for all applications Efficiency' rl I%] 216.5 216.8 217.1 thanks to its innovative cell technology GANTUM and the black 'e; MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS.NOCa CompatibleT1t frame design for improved aesthetics, optimized material Power MPP' PSP, tw] 203.3 207.8 210.7 a and increased safety.Q.ANTUM was developed to achieve the best Short Circuit Current` Isc IA] 7.54 7.58 7.63 usage Y p e Open Circuit Voltage` V. [V] 36.13 36.37 36.61 performance under real conditions - even with low radiation intensity1 current at MPP` IMPP [A] 6.87 6.93 6.99 and on clear, hot summer days. [ b i,. Voltage at MPP' V., IV] 29.59 29.87 30.15 �Eyg�i 11000 Wire.25°C.spectrum AM 1.5G 'Measurement tolerances STC�3%;NOC t5% 'BOO W/m2.NOCT.spectrum AM 1.51 'typical values.actual values may differ 1JIJEH���W■W■■■��.•IJIE,, Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE LOW ELECTRICITY GENERATION COSTS At least 97%of nominal power during first year. / Higher yield per surface area and lower BOS costs thanks to s=" _,, v b,<,..,""__ Thereafter max.0.6%degradation per year. x 110 o" At least 92%of nominal power after 10 years. higher power classes and an efficiency rate of up to 17.4%. Al least 83%at nominal power after 25 years. - W 10 All data within measurement tolerances. w Full warranties in accordance with the warranty ApMINNOVATIVE ALL-WEATHER TECHNOLOGY 5 . terms of the Q CELLS sales organisation of your p Optimal yields,whatever the weather with excellent low-light espective country. .� and temperature behavior.Certified fully resistant to level 5 salt fog. IRxnmANCEIW/W] z m rrxas Typical module performance under low irradiance conditions in ENDURING HIGH PERFORMANCE comparison to STC conditions(25'C,1000 W/m'). B Long-term yield security with Anti-PID Technology', TEMPERATURE COEFFICIENTS Hot-Spot-Protect and Traceable Quality Tra.QTM. Temperature Coefficient of 1. a [%/Kl +0.04 Temperature Coefficient of Vo-; P [%/K] -0.29 pOMPq 7 O ELLS Temperature Coefficient of Pwp Y [%/K] -0.40 Normal Operating Cell Temperature NOCT ["F] 113 t 5.4(45 9:3°C) T O A RELIABLE INVESTMENT .�¢ o�F' _ Inclusive 12-year product warranty and 25-year ZEE t .(F3�]T�li1 y .� Maximum System Voltage Vsxs [V] 1000(IEC)/1000(UL) Safety Class II linear performance guarantee2. FA �� comp PMaximum Series Fuse Rating [A DC] 20 Fire Rating C(IEC)/TYPE 1(UL) c Max Load(ULY [lbs/ft'] 50(240OPa) Permitted module temperature -40°F up to+185°F on continuous duty (-40'C up to+85°C) Phntnn Load Rating(UL)' [Ibs/It'] 50(2400 Pa) 'see installation manual i QCELLS rt^.. , r.t'J.7av lLlrtL=x� ,n.:v7 e2;.L`ULL_t lf� r t\I _ 0 Best polycrystalline .I.-d.1.2014 UL 1703;CE-compliant; Number of Modules per Pallet 26 aPRo-cz aas IEC 61215(Ed.2);IEC 61730(Ed.l)application class A - Number of Pallets per 53'Container 32 - oMear e� Number of Pallets per 40'Container 26 APT test conditions:Cells at-1500V DE CE Ak. Pallet Dimensions(LxWxH) 68.7 in x 45.Oin x 46.Oin against grounded,with conductive me- �O� (1745 x 1145 x 1170 mm) tal foil covered module surface,25°C, ones Pallet Weight 12541b(569 kg) THE IDEAL SOLUTION FOR: 168h g See data sheet on rear for further NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of Rooftop'mays on ®Rooftop oat cion Ground-mounted this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. v, information. residential buildings commercial/indusVial solar power plants buildings H00 Sp Q CELLS America Inc. e 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL inquiry®us.q-cells.com I WEB vnvwq-cells.us Engineered in Germany Q CE«S Engineered in Germany O CELLS NEON THE%►o.ST InspectnnsLC NORTHEAST ELECTRICAL INSPECTIONS, LLC 65 Albermarle Road Scotia, NY 12302 PHONE: (518) 852-0826 (518) 866-1663 ELECTRICAL INSPECTION CERTIFICATION This is to certify that the electrical wiring and equipment, which is introduced by the named applicant, is in the accordance with the National Electrical Code and local utility company. It also complies with the application on file at the date listed. Date of Final Inspection: 4/29/17 Job#: 1281737 Applicant: Solar City Amsterdam Address: 26 Fort Amherst Rd. Queensbury, NY 12804 Owner: Tracy Webster Permit #: 000029-2017 Equipment Installed: (1) Disconnect (2) 760OW Inverter (65) Modules 28OW caov Asowalsez Steve Reynolds Electrical Inspector Northeast Electrical Inspections, LLC