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SOLAR-000248-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 at Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-000248-2017 Date Issued: Monday, July 10, 2017 This is to certify that work requested to be done as shown by Permit Number SOLAR-000248-2017 has been completed. Tax Map Number: 303.5-1-2 Location: 7 MEADOWBROOK RD Owner: Colette Brennan,TIMOTHY BRENNAN Applicant: Solar City This structure may be occupied as a: Solar Panel System 902 s.f. (no rafter upgrades) By Order of Town Board TOWN OF QUEENSBURY 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. j" TOWN OF QUEENSBURY — 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 s Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000248-2017 Tax Map No: 303.5-1-2 Permission is hereby granted to: Solar City For property located at: 7 MEADOWBROOK 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 Type of Construction Owner Name: Colette Brennan Solar Panel-Residential $0.00 Owner Address: 7 MEADOWBROOK RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Solar City PO Box 670 Amsterdam,NY 12010 Plans&Specifications Solar Panel System 902 s.f. (no rafter upgrades) $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,May 23,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the ex/P.ration datk7for ) Dated at the Town of ueensb / k17 SIGNED BY: the Town of Queensbury. Director of Building&Code Enforcement Office Use Onlv ACCESSORY STRUCTURE APPLICATION Received DATE 5/08/17 Tax Map ID TAxMAP ID 296.16-1-5.3 Permit No. S6)L /kf ZONING Permit Permit Feel HISTORIC SITE Yes No Rec Fe 1 A ovals SUBDIVISION NAME Lot# APPLICANT Amy Keyser OWNER Colette Lahart Brennan ADDRESS P.O. Box 670 ADDRESS 7 Meadowbrook Road Amsterdam, NY 12010 Queensbury, NY 12804 PHONE 518-478-5557, Fax: 518-212-2874 PHONE 518-321-4884 CONTRACTOR Solar City COST OF CONSTRUCTION(ESTIMATED). $ 378. ADDRESS: P.O. Box 670 BUILDING ADDRESS: 7 Meadowbrook Road Amsterdam, NY 12010 PHONE: 518-478-5557, Fax: 518-212-2874 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Amy Keyser PHONE 518-478-5557 TYPE OF CONSTRUCTION Check all that apply Please indicate hPpTUInt j�&e i w--- Boathouse 1"floor sq.ft. 2"floors gtdl Height Boathouse with Sundeck MAV Deck Detached Garage(#of cars_) TOb OF OL E Dock NG & COL ES Pole Bam Porch-open `"Porch—3 season, Covered, Enclosed Shed Other Accessory Structure(s) QOF R.411AQ0501 /¢ 902 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. ✓1 have read and agree to the above: Print Name: Amy Keyser Date: 5/08/17 Signature: /)u9s:�_ Date: �~Oy 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 � Version#66.3-TBD y l�, - } v of "Ewr � SolarCi1. I P�i�Y 1 � 2ti 17 a`� oEsre o May 3, 2Dv TOWN OF OUEENSBUPY y o m BUILDiNO&CODES RE: CERTIFICATION LETTER fiE1! Project/Job# 1281766 FOp 0955A L Project Address: Lahart Residence ROFESsli 7 Meadowbrook Road Queensbury, NY 12804 Ems• 07/�I$ AHJ Queensbury Town,Warren County Digitally signed by Andrew Oesterreicher SC Office Amsterdam Date:2017.05.03 23:41:10-05'00' Design Criteria: -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 -MP1: 2x6 @ 24"OC, Roof DL= 7 psf, Roof LL/SL = 35 psf(Non-PV), Roof LL/SL=22.2 psf(PV) -MP3A: 2x6 @ 16"OC, Roof OL=7.5 psf, Roof LL/SL=35 psf(Non-PV), Roof LL/SL=20.5 psf(PV) -MP3B: 2x10 @ 16"OC, Roof DL= 8.5 psf, Roof LL/SL=35 psf(Non-PV), Roof LL/SL=20.5 psf(PV) -MP3C: 2x6 @ 16"OC, Roof DL= 7.5 psf, Roof LL/SL=35 psf(Non-PV), Roof LL/SL= 20.5 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 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. 303.5-1-2 SOLAR-000248-2017 Brennan, Colette 7 Meadowbrook Road Solar Panel System 902 s.f. FILE COPY SolarCity Version#66.3 -TBD 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 MPI 72" 24" 41" NA Staggered 52.3% MP3A 64" 24" 41" NA Staggered 46.7% MP36 64" 24" 41" NA Staggered 46.7% MP3C 64" 24" 41" NA Staggered 46.7% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 48" 19" 62" NA Staggered 52.8% MP3A 48" 19" 62" NA Staggered 53.0% MP36 48" 19" 62" NA Staggered 53.0% MP3C 48" 19" 62' NA Staggered 53.0% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP3 Stick Frame 24"O.C. 320 Member Impact Check OK MP3A Stick Frame 16"O.C. 350 Member Impact Check OK MP36 Stick Frame 16"O.C. 350 Member Impact Check OK MP3C Stick Frame 16"O.C. 350 Member Impact Check OK Refer to the submitted drawings for details of infomlation 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 aaordance with the IBC and the IEBC. 3055 Cleamev.Way San Mateo.CA 94402 (o50i 658-1028 (SW SOL-CITY (650)638-1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI Member Properties Summary MPI. Horizontal Member Spans Rafter Proparties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 13.22 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material CDmp Roof S n 3 A inA2 8.25 Re-Roof No Span 4 Sx in.A3 7.56 Plywood Sheathing Yes San 5 Ix InA4 20.80 Board Sheathing None Total Rake Span 16.37 ft TL Defl'n Limit 120 Vaulted Ceiling No I PV 1 Start 3.58 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.58 R I Wood Grade #2 Rafter Sloe 32° PV 2 Start Fb I 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 To Let BracingFull PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 8112 Initial Pitch AdJust I Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.18 8.3 psf 8.3 psf PV Dead Load PV-DL 3.0 x 1.18 3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL/SL1 z 50.0 psf x 0.7 I x 0.44 35.0 psf 22.2 psf Total Load Governin LC TL 43.3 psf 34.0 Dsf Notes: 1. ps =Cs"pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(C")((:,)(Is)p,; CQ=0.9,G=1.1, 1,=1.0 Member Analysis Results Summary -Go,,r,,,q Analysis Pre-PV Load s Post-PV I Net Impact Result Gravi LoadinI Check 43.3 1 34.0 1 -21% Pass ZEP HARDWARE DESIGN CALCULATIONS - MPI Mounting Plane Information Roofing Material Comp Roof Roof Slope 320 Rafter Spacing 24"().C. Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMountTM 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-Ult 115 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-ZA/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 30.3-1 Topographic Factor Ktt 1.00 Section 26.8 Wind Directionality Factor Ka 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2) Equation 30.3-1 27.2 psf Wind Pressure Ext.Pressure Coefficient U G U ) -0.95 Fig.30.4-2A/B/C-5A/B Ext.Pressure Coefficient Down G Down 0.88 rig.30.4-20/C-5A/B Design Wind Pressure p=qh(GCp) Equation 30.4-1 Wind Pressure U „ -25.9 psf Wind Pressure Down 23.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72' 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -287 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 52.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -289 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 52.8% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3A Member Properties Summary MP3A Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 11.50 It Actual D 5.50" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A inA2 8.25 Re-Roof No Span 4 Sx(in.A3) 7.56 Plywood Sheathing Yes Span 5 Ix inA4 20.80 Board Sheathing None Total Rake Span 15.46 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 5.42 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.42 ft Wood Grade #2 Rafter Sloe 350 PV 2 Start Fb 1 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start _ E I 1400 000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.22 9.2 psf 9.2 psf PV Dead Load PV-DL 3.0 psf x 1.22 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL/SL1,2 50.0 psf x 0.7 1 x 0.41 35.0 psf 20.5 psf Total Load(Governing LC TL 44.2 Dsf 33.3 psf Notes: 1. ps=Cs'pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(CQ)(Cr)(Is)pg; C,=0.9,G=1.1,Is 1.0 Member Analysis Results Summary --G,,e,,.,g Anal sisPre-PV Load (psf) Post-PV Net Im act Result Gravi Loadin Check 44.2 33.3 -250/. Pass ZEP HARDWARE DESIGN CALCULATIONS - MP3A Mounting Plane Information Roofing Material Comp Roof Roof Slope 350 Rafter Spacing _ 16"O.C. Framing Type/ Direction - Y-Y Rafters PV System Type Solaraty SleekMount'M 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-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 25 it Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 30.3-1 Topographic Factor Kn 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 27.2 psf Wind Pressure Ext. Pressure Coefficient U GC U -0.95 Fig.30.4-2NB/C-SA/B Ext.Pressure Coefficient Down GCp DOWn 0.88 Fig.30.4-2AJB/C-5NB Design Wind Pressure p =qh (GCp) Equation 30.4-1 Wind Pressure U -25.9 Psf Wind Pressure Down 23.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -256 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 1 46.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -290 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/CapacitV DCR 1 53.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3B Member Properties Summary MP3B Horizontal Member Spans Rafter Proparties - Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 11.53 ft Actual D 9.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A InA2 13.88 Re-Roof No Span Sx in.A3 21.39 Plywood Sheathing Yes Span 5 Iz inA4 98.93 Board Sheathing None Total Rake Span 15.49 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 5.75 ft Wood S ecles SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.75 ft Wood Grade #2 Rafter Sloe 350 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E i 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust I Non-PV Areas PV Areas Roof Dead Load DL 8.5 psf x 1.22 10.4 psf 10.4 psf PV Dead Load PV-DL 3.0 psf x 1.22 3.7 f Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL/SL"z 50.0 psf x 0.7 1 x 0.41 35.0 psf 20.5 psf Total Load(Governing LC TL 45.4 psf 34.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(C,)((:,)(Is)p,; C,=0.9,C,=1.1,I,=1.0 Member Analysis Results Summary Goven,,q Analysis Pre-PV Load sQ I Post-PV Net Im act Result Gravi Loadin) Check 45.4 34.5 -24% 1 Pass ZEP HARDWARE DESIGN CALCULATIONS - MP3B Mounting Plane Information _ RoofingMaterial Camp Roof Roof Slope 350 Rafter Spacing 16"O.C. Framing Type/Direction - Y-Y Rafters PV System Type SolarCity SleekMountT" 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-UR 115 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-SA/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Ka 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA2) Equation 30.3-1 27.2 psf Wind Pressure Ext. Pressure Coefficient U Mwn -0.95 Fig.30.4-2A/B/C-5A/B Ext Pressure Coefficient Down 0.88 Fig.30.4-2AJB/C-SA/B Design Wind Pressure p =qh(GCp) Equation 30.4-1 Wind Pressure U -25.9 psf Wind Pressure Down 23.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered _ Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -256 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca ci DCR 46.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -290 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 1 53.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3C Member Properties Summary MP3C Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 11.50 ft Actual D 5.50" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A InA2 8.25 Re-Roof No Span 4 Sx in.A3) 7.56 Plywood Sheathing Yes Span 5 Ix InA4 20.80 Board Sheathing None Total Rake Span 15.46 ft TL Defi'n Limit 120 Vaulted Ceiling No PV i Start 5.58 ft Wood S pecles SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 1 11.58 ft I Wood Grade 1 #2 Rafter Slope 35° PV 2 Start Fb si 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start I E(psi) 1,40D 000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9112 Initial I Pitch AdJust I Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.22 9.2 psf 9.2 psf PV Dead Load PV-DL 3.0 sf x 1.22 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL''z 50.0 psf x 0.7 1 x 0.41 35.0 psf 20.5 psf Total Load(Governing LC TL 44.2 psf 33.3 psf Notes: 1. ps = Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(Q(Ij p,; C,=0.9, C,=1.1, 1,=1.0 Member Analysis Results Summary -Governing Analysis I Pre-PV Load (psf) Post-PV Net Impact Result Gravi LoadinI Check 1 44.2 1 33.3 -25% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP3C Mounting Plane Information Roofing Material _ _ Comp Roof Roof Slope 350 Rafter Spacing 16'O.C. Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMount'" 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-Ult 115 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof ng.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Ka 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2) Equation 30.3-1 27.2 psf Wind Pressure Ext. Pressure Coefficient U ]2GDown -0.95 Fig.30.4-2A/B/C-SA/B EM. Pressure Coefficient Down 0.88 Fig.30.4-2A/B/C-5A/5 Design Wind Pressure _ p = qh(GCp) Equation 30.4-1 Wind Pressure U -25.9 psf Wind Pressure Down 23.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -256 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 46.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -290 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Dennand/Capacity DCR 53.0% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERIIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 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 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. 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. FILE �+ pY 303.5-1-2 S®�A�-00024 -2017 I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL FILvO Brennan, Colette Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 7 Meadowbrook Road Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Solar Panel System 902 s.f. kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN TOWN OF QUEENSBURY (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY BUILDING DEPARTMENT ��_� NEUT NEUTRAL UL LISTING. Based on our limited examination,compliance NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE with our comments shall not be construed as , Ir., OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE indicating the plans and specifications are in PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING full compliance with the Building Codes of w York State. l POI POINT OF INTERCONNECTION HARDWARE. New i MAY 1 55 2017 l PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE TOWN OF QUEEI -SI, .` SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. � y�- r, 1;-ie1Sat IP:�� S STAINLESS STEEL BUILDING & (`'�n� _ _- TrJ4"vi1 c, �� STC STANDARD TESTING CONDITIONS �Lll` `his= TYP TYPICAL Reviewed `�V. UPS UNINTERRUPTIBLE POWER SUPPLY bate: � 2� V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP IN®EX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT TPV2S)ITE OVER SHEET PLAN TRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES a't`4 PV5 THREE LINE DIAGRAM „ .,� `.Y, Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2015 IBC/IRC per 2016 NYS UNIFORM CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. 3. ALL WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE MODULE GROUNDING METHOD: ZEP SOLAR 4. ALL WORK SHALL COMPLY WITH THE 2015 AHJ: Queensbury Town, Warren County INTERNATIONAL FIRE CODE i REV BY DATE COMMENTS 4/26/17 System Size Increase UTILITY: National Grid (Niagara Mohawk) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBERJ B-1281766 0 0 PREMISE OVNER: DESCRIPTION: DESIGN: : \\\an CONTAINED SHALL NOT BE USED FOR THE COLETTE LAHART BRENNAN Colette Lahart Brennan RESIDENCE Cesar Giron ®: , I � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ®,,J `�O� SHALL OTIT BE HERS OUTSIDE I RWHPIE OR IN ZS Comp V4 w Flashing—Insert 7 MEADOWBROOK ROAD 6.825 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: QUEENSBURY, NY 12804 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (21) SolarCity Standard #SC325 SHEET: REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Delta # Solivia 6.6 TL I COVER SHEET PV 1 b 5/3/2017 (888)—SOL—CITY(765-2489)www.solarcity.com PITCH: 32 ARRAY PITCH:32 MP1 AZIMUTH: 174 ARRAY AZIMUTH: 174 MATERIAL: Comp Shingle STORY. 2 Stories O PITCH: 35 ARRAY PITCH:35 MP3 AZIMUTH:264 ARRAY AZIMUTH:264 MATERIAL: Comp Shingle STORY: 2 Stories I h <' 9/12 LEGEND STRU qUKET — CHANG (E) UTILITY METER & WARNING LABEL D W I Front Of House INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS I Dc ST Rb 11 IT © DC DISCONNECT & WARNING LABELS CHANG I © AC DISCONNECT & WARNING LABELS PII Lu % ° err NES Q DC JUNCTION/COMBINER BOX & LABELS r �>GST �q�i�' 0° DISTRIBUTION PANEL & LABELS a Lc LOAD CENTER & WARNING LABELS 4795541DEDICATED PV SYSTEM METER F I QA�afiE5S10p� RSD RAPID SHUTDOWN Rs wl a -11— 3 3 Ica Ln I RS IM ��• U7/"I$ -n STANDOFF O CONDUIT RUNONLOCATIONS RSD o i�AC�i;pit' ®-- CONDUIT RUN ON INTERIOR d m M GATE/FENCE LADDER ACCESS POINT © n O l O' HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L-'J SITE PLAN N Scale: 3/32" = 1' INE 01' 10' 21' i i +S J B-1281766 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: o CONTAINED SHALL NOT BE USED FOR THE COLETTE LAHART BRENNAN Colette Lahart Brennan RESIDENCE Cesar Giron ©_®�� oO���� R BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'ws"' [Q �'% NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 7 MEADOWBROOK ROAD 6.825 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES QUEENSBURY NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 CleoNew Way THE SALE AND USE OF THE RESPECTIVE (21) SolarCity Standard #SC325 SHEET: REV: DATE San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T.(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER' Delta # solivio 6.6 TL SITE PLAN PV 2 b 5/3/2017 (saa)-sa.-cln(765-2489)www.9alara,ty.aam I 4F NEy� S 1 Q� l rn S 1 N c+ d 0.955AI A�(3FESSiQ�A4 E?'• 07/1.015 13'-3" (E) LBW 1�— (E) LBW � SIDE VIEW OF MP1 NTS SIDE VIEW OF MP3B NTS D MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" 41" 0" STAGGERED MP3B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 19" 62" 1 0" LANDSCAPE 64" 24" 41" 0" STAGGERED ROOF AZI 174 PITCH 32 PORTRAIT 48" 19" 62" 0" RAFTER 2x6 @ 24"OC STORIES: 2 RAFTER 2X10 @ 16"OCROOF AZI 264 PITCH 35 STORIES: 2 ARRAY AZI 174 PITCH 32 C.J. 2X6 @24"OC Comp Shingle ARRAY AZI 264 PITCH 35 X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. C.J. 2X8 @16"OC Comp Shingle X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. S1 S1 1'— (E) LBW 1'— (E) LBW SIDE VIEW OF MP3C NTS SIDE VIEW OF MP3A NTS C MP3C X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 41" 0" STAGGERED MP3A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 19" 62" 0" LANDSCAPE 64" 24" 41" 0" STAGGERED ROOF AZI 264 PITCH 35PORTRAIT 48" 19" ARRAY AZI 264 PITCH 35 62" 0" RAFTER 2x6 @ 16"OC STORIES: 2 RAFTER 2x6 @ 16"OC STORIES: 2 C.J. 2x8 @16"OC Comp Shingle ARRAY AZI 264 PITCH 35 X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. C•3. 2X8 @16"OC Comp Shingle X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CONJB-1 281766 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\ CONTTAINEDAINED ALSHAH THE INFORMATION HEREIN JOB NUMBER:NOT BE USED FOR THE COLETTE LAHART BRENNAN Colette Lahart Brennan RESIDENCE Cesar Giron BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 7 MEADOWBROOK ROAD 6.825 KW PV ARRAY ®O\S(A r i y. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: QUEENSBURY, NY 12804 THE SALE AND USE OF THE RESPECTIVE 21 SOIarCit Standard #SC325 3055 gearvew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN �Del y m SHEET: REV: DATE San Mateo,CA 94402 RTER: PA( NAME T:(650)638-1028 F.(650)638-1029 PERMISSION OF SOLARCITY INC. ta Solivia 6.6 TL STRUCTURAL VIEWS PV 3 b 5/3/2017 (888)—SOL—CITY(765-2489)www.solarcity2 UPLIFT CALCULATI®NS r 0 �O 0955AI k,2 AR�FESSt���� €�• b7/a.oTB Digitally signed by Andrew Oesterreicher Date:2017.05.03 23:41:44-05'00' PV MODULE SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. --------- --- -------- ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT (3) (2) AND ATTACH TO RAFTERMOUNTINGBLOCK USING LAG SCREW. (E) COMP. SHINGLE :::!�E (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP C(4) OF MOUNTING BLOCK & (E) RAFTER SECURELY FASTEN WITH BOLT. � STANDOFF JB-1281766 O O DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: ®\e CONTAINEDTAINED SHALL NOT BE USED FOR THE COLETTE LAHART BRENNAN Colette Lahart Brennan RESIDENCE Cesar Giron BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ®•..d 7 MEADOWBROOK ROAD 6.825 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: QUEENSBURY, NY 12804 THE SALE AND USE OF THE RESPECTIVE (21) SolarCity Standard #SC325 3055 gearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: T:(650) 636-1028 F:(650)638-1029 Delta Solivia 6.6 TL UPLIFT CALCULATIONS PV 4 b 5/3/2017 (688)—SOL—CITY(765-2489)www.solaroltyaam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:NoLabel Inv 1: DC Ungrounded INV 1 —(1)Delta # Solivia 6.6 TL LABEL: A —(21)SolarCity Standard #SC325 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:29 694 158 Tie—In: Supply Side Connection Inverter;660OW, 240V, 97.57., Zigbee, PLC PV Module; 325W, 306.5 PTC, 40MM, Blk Frm, MC4, 600v, ZEP, 96—C Underground Service Entrance INV 2 Voc: 69.6 Vpmax: 57.6 INV 3 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 125A MAIN SERVICE PANEL MULTI—CONTACT Delta E 125A/2P MAIN CIRCUIT BREAKERBranch Socket (E) WIRING CUTLER—HAMMER Inverter 1 IND Disconnect CUTLER—HAMMER E5 EB 1 7 Disconnect 6 Delta DC, 0 C 35A D Solivia 6.6 TL DC- MP1: 10 EGC ------� LA Lt 240V r ____—— -------- 125A/2P e L2 DC+ D� MPI: 1x7 N DG I 4 r--- (E) LOADS GND _ ____ GND ____ _EGG DC, MP3: 1x7 --------------------- T® GEC N DG Imo` C I 0 r----� GND -- EGC- ----------- ----------- ------------ GC _J I (1)Conduit Kit; 3/4° EMT I CN I I I p I Z Z I c9 I ——— — GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I 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)Gro gd RoQ C (1)CUTLER—HAMMER #DG222NRB r B (3)Delta #Solivia A (1)MULTI—CONTACT�g PV—AZB4 r '7 x 8, C per Disconnect; 60A, 24OVac, Fusible, NEMA 3R �C Smart RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 Branch Socket;'MC4 U—Joint Connector, Female Female Male ®C —(2)ILSCO IPC 4�0—#6 —(1)CUTLER— AMMER �DGI OONB —(1)MULTI—CONTACT PV—AZS4 Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Ground�Neutral Kit; 60-100A, General Duty(DG) Branch Plug; MG4 U—Joint Connector, Male Male Female SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE —(1)CUTLE -HAMMFuseER hDS16FK ClassAS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. —(2)FERRAZ SHAWMUT#TR35R PV BACKFEED OCP Fuse; 35A, 250V, Class RK5 D (1)CUTLER—HAMMER #DG222URB Disconnect; 60A, 240Vac, Non—Fusible, NEMA 3R —(1)CUTLER—kIAMMER�#DGIOONB Ground eutrol It; 60-100A, General Duty(DG) (1)AWG 16, THWN-2, Black (1)AWG#8, THWN-2, Black (4 AWG#10, PV Vire, 600V, Black Voc* =547.88VDC Isc =12.06 ADC (2)AWG#10, PV Vire, 60OV, Black Voc* =547.88VDC Isc=6.03 ADC O (1)AWG #6, THWN-2, Red — ©�(1)AWG#8, THWN-2, Red _ O 1 AWG O L�L(1)AWG 16, THWN-2, White NEUTRAL Vmp —240 VAC Imp=27,5 AAC � ( ) A6, Solid Bare Copper EGC Vmp =403.2 VDC Imp=11.3 ADC � (1)AWG#6, Solid Bare Copper EGC Vmp =403.2 VDC Imp=5.65 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=27.5 AAC (1 Condwt Kit; 3/4'EMT (1 Conduit Kit; 3/4 EMT . .. ...... ........ .. . . ... ... .. . . ... . .. .... ...... . . .... ... ....... . .. .. . ... . ..... ........ .... .. . . .... .... ...7.(1)AWq#6,,Solid Bare.Copper, GEC...-(1)Conduit.Kit;,3/4°,EMT. ,,,.., ,., ....-(i)AWG#8,.TFtWN-2,,Green .. EGC/GEC-(1)Conduit,Kit;.3/4°,EMT,, ,.,,. ,., (2)AWG#10, PV Vire, 600V, Black Voc* =547.88VDC Isc =12.06 ADC (4)AWG#10, PV W re, 60OV, Black Voc* =547.88VDC Isc=6.03 ADC U 1 AWG ®�( ) #6, Solid Bare Copper EGC Vmp =403.2 VDC Imp=11.3 ADC 2 � (1)AWG#6, Solid Bare Copper EGC Vmp =403.2 VDC Imp=5.65 ADC (1 Conduit Kit; 3/4'.EMT........ .... ... . .. .. . . ...... .. .. ...... . .. ... `. (1)Conduit Kit; 3/4' EMT .... .. ... ... . ............. .. . . .. . . .... O5 (2)AWG#10, PV Vire, 60OV, Black Voc* =547.88VDC Isc =6.03 ADC (1)AWG#6, Solid Bare Copper EGC Vmp =403.2 VDC Imp=5.65 ADC ..... ... (1)Conduit Kit;,3/4',EMT I CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-1 28176 6 00 0 COLETTE LAHART BRENNAN Colette Lahart Brennan RESIDENCE Cesar Giron BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: '®•.rD; ���,� ® y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 7 MEADOWBROOK ROAD 6.825 KW PV ARRAY m PART TO OTHERS OUTSIDE THE RECIPIENTS QUEENSBURY, NY 12804 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES THE SALE AND USE OF THE RESPECTIVE (21) SolarCity Standard #SC325 3055 Clearvew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: T:(650)638-1028 F:(650)638-1029 Delta Solivia 6.6 TL THREE LINE DIAGRAM PV 5 b 5/3/2017 (888)-SOL-CITY(765-2489)www.solarcitycom WARNING��PHOTOVOLTAIC PO ER'SO (� Label .•- .cation: ._ :Code: WARNING j _ :'_ WARNING � Code: ELECTRIC SHOCK HAZARD j ELECTRIC SHOCK HAZARD ' NEC NEC . • ' 1 DO NOT TOUCH TERMINALS 3 NEC '�1 THE DC CONDUCTORS OF THIS ' 1 " ""•1°�0�` Label L• •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS - Code: •_ IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC DISCONNECT .•1 Label Location: Label Location: (INV) PHOTOVOLTAIC SYSTEM MAXIMUM POWER-_ Per Code: POINT CURRENT(Imp) �- A Per CodeCEC 690.56(C) MAXIMUM POWER-_VNEC 690.53 e POINT VOLTAGE(Vmp) MAXIMUM SYSTEM=V VOLTAGE(Voc) _ SHORT-CIRCUIT_A CURRENT(Isc) Label L• Her WARNING ..- INVERTER OUTPUT CONNECTION 690.64.B.7 Label L• • DO NOT RELOCATE WARNING Per Code: THIS OVERCURRENT DEVICE ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED _ "A° Label L• • CAUTION '• Code:Per. ,..-•PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFEDNEC 690.64.B.4 Lab I Location: WARNING Code:Per ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC • 1 TERMINALS ON BOTH LINE AND Label • a • LOAD SIDES MAY BE ENERGIZED CAUTION IN THE OPEN POSITION DUAL POWER SOURCE Per ••- DC VOLTAGE IS SECOND SOURCE IS 690.64.13.4 ALWAYS PRESENT�NHEN PHOTOVOLTAIC SYSTEM Label Location: SOLAR MODULES ARE .EXPOSED TO SUNLIGHT PHOTOVOLTAIC POINT OF Label • • INTERCONNECTION Per PH OTOVOLTAI C ACWARNING: ELECTRIC SHOCK NEC 1 690.54 Disconnect DISCONNECT TERM NALS OTERtv�NAOLS ON (C): Conduit NEC 690.14.C.2 Combiner '• MAY BE ENERGIZED IN THE OPEN (D): Distribution POSITION. FOR SERVICE • _ ct DE-ENERGIZE BOTH SOURCE _ AND MAIN BREAKER. • Conduit Label Location: Disconnect MAXIMUM AC ' '• MAXIMUM AC • Center OPERATING CURRENT _�A Code: OPERATING CURRENT �_ (M): Utility MeterA MAXIMUM AC ' ' MAXIMUM AC OPERATING VOLTAGE V ' 1 OPERATING VOLTAGE V (POI): Point of • • L 1 1 •' • � • 1 • 1 •• I3055 Clearview Way 1 • .1 1 1• 1 1 1San Mateo,CA 94402 •1 1' 1 1 i' 1 1 1' 1 •_ 1 •1 1 1 ' 1 1 li638-1029 1 1 1 •7• 1 1 1 Model RSS-6004-2 Connection Diagram: ---_ DELTA RAPID SHUTDOWN BOX �oNPgr� cip ON ROOF WITHIN 10'OF PV I f'coMPn1`° C -us AXIM Am= `�..Y �� - -- ------ ---- I.- AC -- _ DCPI- AC GRID . �, ------•0cPV. One conduit BREAKER �,,.—• Ac for all wiring t Technical Specifications sysiGNAL a ., ., .... Input Ratings - . 600V DC 600V DC OUTPUT Max.Number of Input Circuit1 4 - Rated - 20A 10A RAPID SHUTDOWN � ©�� NIA 15A Output Ratings ' •. Max.Number of Output Circuit 1 2 Rated Output Current Per Circuit 20A 20A ® yrsMaximum Current Controlled Conductor 25A 25A • 10 AWG 12-6 AWG Output Conduit Size NIA 3/4-(two holes) Control Signal Method PLC Signal 5V Signal Wire N/A 64 � - N/A 24-14AWG AWG General Data RCI i d Shutdown Device • 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^'7.6 TL Inverters Input Connectors MC-4 PV Connector orAmphenol H4 PV Connector MC4 PV Connector orAmphenol H4 PV Connector Output Connectors MC-4 PV Connector orAmphenol H4 PV Connector Screw Terminal Blocks operating Temperature -40—158•F(40—70•C) -40—158•F(-40—70•C) Delta's Rapid Shutdown Devices provide an automatic disconnect of 60OVDC Storage - -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 Max.Operating - 2000m above sea level 2000m above sea level single-phase residential inverters. 10 Years 10 Years KEY FEATURES Standard Compliance ProtectionEnclosure Rating NEMA4X NEMA4X •NEMA 4X Protection uL 1741,CSA 22.2 107-1 LIL 1741,CSA 22.2107-1 •Compact and Lightweight NEC 2014 Article 690.12 NEC 2014 Article 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: +1-877340-5851 or +1-626-369-8021 C" Support® Hotline: +1-877-442-4832 Support(Intl-): + to5prn369-8019 CUS Monday to Friday from lam to Spm PST(apart from Holidays) ����� ,vvw.del ta-americas.com www.delta-americas.com/solarinverters AM Delta Solar Inverters Datasheet for SolarCity INPUT(DC) M 600 V N 380 V 85-550V 200-500 v 18.0A 20.0A 20.0 A per MPP tracker 25.0 A per MPP tmcker [,,, ♦ - 4200 W 5000 W 5600 W .7Ul _ --. al�ly r - 1.5 y n, ) ED Internal t 1 2 2 4 Sola ay "�r 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 I 3000 W @ 240 V 3800 W @ 240 V 5200 W @ 240 V 6600 W @ 240 V 7600 W @ 240 V V 183-228V@208 V/211-264 V @ 240 V , No 14.4A@208 V/ 15.8A@208V1 24-0A@208 V/ 31.7A@208V1 31.7A@208V1 12.5A@240V 15.8A@240V 21.6A@240V 27.5A@240V 31.7A@240V 60 Hz 59.3-60.5 Hz 57.0-63.0 Hz <1.5 W <3% >0.99 0.85i-0.85c <50 db(A)@ Ira GENERAL SPECIFICATION 98% 97.5%@ 208V 197.5%@ 240V -13-158-F(-25-70-C)1 derating above 122°F(50'C) AD-185-F(AO-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 15.6 x 8.5 In(680 x 401 x 216 mm) 43.01bs(19.5 kg) 65.0 lbs(29.5 kg) Natural Convection Spring terminals in connection box AWG 12-AWG 6 Capper(According to NEC 310.15) 2 pairs of spring terminals in connection box 4 pairs ofsprng terminals in connection box AWG 12-AWG 6 Copper(According to NEC 690.8) ZigSee 3 LEDs,4-Une LCD Diewst Aluminum STANDARDS I DIRECTIVES Solar Inverters NEMA4X,IEC 60068AC22.allmist UL 1741 Second Edition,CSA C22.2 No.107.1-01 UL 1998 Transformerless(TQ: 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW NEC 690.35,UL 1741 CRD IEEE 1547,IEEE 1547.1 FCC part 15 Class B Wide Operating Voltage Range:85-550V UL 16998(Type 1),NEC 690.11 UL 1741 CRD PVRSS,NEC 690.12(vvith SMART RSS) Wide Operating Temperature Range:-13-158°F(-25-70°C) ANSI C12.1(meet 1%Accuracy) California Rule 21,HECO Compliant,IEEE1547 High CEC Efficiency:97.5% WARRANTY Integrated AFCI(Arc Fault Circuit Interruption) loyears NEMA 4X plus Salt Mist Corrosion Protection Delta Products Corporation,Inc. 46101 Frcmont Blvd, Natural Convection Cooling Fremont,CA 94538 Sales Emal:Invener.sales@deltavw.wm Support Email:invenww.co er.supporl@deltam Ua P 5.2 6.6kW 7.6kW Sales Hotline:-1-877-440-5851 or-1-626-369.8021 Compact and Lightweight Support Hotline'+1.877.442-4832 UL 1741/IEEE 1547/IEEE 1547.1/CECSupport(Intl.):+1-626.369-8019 AhELRII Monday is Friday from 7 am to 5 pm PST(apart from Holidays) • Sp Listed/UL 1699B(Type 1)/NEC 690.11 c G. us "SOlarCity ZepSolar Next-Level PV Mounting Technology �r�,\SOlarCity ZepSolar Next-Level PV Mounting Technology ZS Comp Components for composition shingle roofs •_ }ts�. 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 c 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 ZEKPV mounting solution for composition shingle roofs rFAWorks with all Zep Compatible Modules ceMPP"\ 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 1!'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 Zap 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 29,201611:22 AM SC325 SolarCity ELECTRICAL AND MECHANICAL CHARACTERISTICS ELECTRICAL DATA MECHANICAL DATA More power, Max.power(Pmax)CWl 325 I B—. <I I -n- Max.power voltage(Vmp)[V] 57.6 Weight:42.991bs B' C C Max.power current(Imp)[A] 5.65 Dimensions:62.6"/41.5"/1.57" le V V anelsI S Open circuit voltage(Voc)[V] 69.6 Connector:MC4r. Short circuit current(Ise)[A] 6.03 Frame ColoBlack Max.over current rating[A] 15 Snow load:5400 Pa Power tolerance[%1- +5/-0 Wind load:2400 Pa Max.system voltage[V] 600 A A Fire Type:Type 2 Solar Panel efficiency[%] 19.4 Note:Standard Test Conditions:Air mass 1.5:Irratliance=100eW/m2;cell temp.25°C IPMENWE 'Maximum Power at delivery.For limited warranty conditions.Please check our limited warranty document E E TEMPERATURE CHARACTERISTICS Temperature(NOCT)C-C] 44.0 — ♦ ♦ Temp.coefficient of Pmax[%/'Cl -0.258 Temp.coefficient of Voc C%/°C 7 -0.235 ♦ rtIII Temp,coefficient of Isc C%/°Cl 0.055 AT NOCT (NORMAL OPERATING CONDITIONS) Max.power(Pmax)[W] 247.5 / .,e❑sl 1 Max.power voltage(Vmp)[V] 54.2 as'lac Section A-A' Max.power current(Imp)[A] 4.56 Open circuit voltage(Voc)[V] 66.1 Short circuit current(Isc)[A] 4.87 O (D'— Note: Note:Normal Operating Cell Temp.:Air mass 1.5:Irradiance=800W/m2 I'll lvsvl Air temperature 20°C:wind speed 1 m/sm— os 4n°'"M°se _ AT LOW IRRADIANCE (20%) nl I 1 With a sunlight to electricity More power per panel I Section B-B' Our 325W panel generates 20%more power than a standard Max.power(Pmax)Cw] 62.0 conversion efficiency of over 19.4% 270W panel. Max.power voltage(Vmp)[V] 55.7 O Max.power current(Imp)[A] 111 DEPENDENCE ON IRRADIANCE -- the panel ranks amongst the More energy every year Open circuit voltage(Voc)[V] 65.1 zoo I j More yearly energy(kWh)compared to other panels as they perform Short circuit current(Isc)[A] 1.21 100ow/m, � Note:Lowirradiance:Air mass 1.5.Irradiance=200W/m2;cell temp.=250Cvv Goo highest in the industry. That means better in the heat. — e0ow/m• our panels can harvest more Outstanding durability With more than 20 additional tests performed beyond what is LIMITED Power output: 10 years(90%of Pmin) _- energy from the sun, which means WARRANTY a 4.00 600W/m' --- currently mandated,these panels far exceed industry standards. 25 years(80%of Pmin) it takes fewer of our panels to Workmanship: 15 years u More layers,more power power your home. Plus, they Manufactured by Panasonic for SolarCity,the panel uses MATERIALS Cell material: 5 inch photovoltaic cells 200 Heterojunction cell technology,which adds a layer of thin film silicon 200w/m= Glass material: AR coated tempered glass generate more power output on top of high efficiency cyrstalline silicon. too —� Frame materials: Black anodized aluminium Connectors type: MC4 during the hottest times of the day, Leading warranty app I __ :-- Our panels rank among the best in warranty coverage, 0 10 20 30 40 50 60 70 80 even in warmer climates. with workmanship that extends to 15 years. y voltage ty) CAUTION. Please read the installation manual careful) before using the products. 'ROHS O I 'b, I IEC67275 o Panels are manufactured by Panasonic to the specification of SolarCity. Panels are only warranted by Panasonic SolarCity USTEO 7; IEc677367 P C E f the panels are included in a PV system sold by SolarCity or Testa.SolarCity and Tesla make no warranties solarcity.com IEC61730.2 n n solarcity.com related to the panels,which are sold as-is. SolarCity will handle any warranty claims on behalf of any purchaser. Electrical InspectionsLLC NORTHEAST ELECTRICAL INSPECTIONS,LLC OF 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: 6/14/17 Job#: 1281766 Applicant: Solar City Amsterdam Address: 7 Meadowbrook Road Queensbury,NY 12804 Owner: Colette Lahart Brennan Permit#: SOLAR-000248-2017 IEC E Equipment Installed: (1) Disconnect D (1) 660OW Inverter JUL 0 6 2017 (21) Modules 325W TOWN OF QUEENSBURY p BUILDING&CODES p Steve Reynolds Electrical Inspector Northeast Electrical Inspections, LLC