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SOLAR-000614-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE CIF COMPLIANCE Permit Number: SOLAR-000614-2017 Date Issued: Friday, July 6, 2018 This is to certify that work requested to be done as shown by Permit Number SOLAR-000614-2017 has been completed. Tax Map Number: 297.17-1-28 Location: 39 MEADOW DR Owner: MICHAEL MARSH Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System (no rafter upgrades) By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 7-' property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board or Zoning Board of Appeals. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 I I Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000614-2017 Tax Map No: 297.17-1-28 Permission is hereby granted to: MICHAEL MARSH For property located at: 39 MEADOW DR 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 Tvne of Construction Owner Name: MICHAEL MARSH Solar Panel-Residential $0.00 Owner Address: 39 Meadow Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Apex Solar Power 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel System (no rafter upgrades) $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,October 3,2018 (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 expiration date.) Dated at the Town o Queens 4 Tue r ,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only SOLAR PANEL Permit#: Llk- 611 �2a1�- 14M PERMIT APPLICATION Permit Fee:S_�o Torn(dQu rnshury Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.aueensburv.net N:1•l��:�r<•1U9 r;l q:1 Property Owner's First Name Last Name Title ,6W Property Address City RR State Zip Section Block Lot Number I=141.'lrllt.7a Single Family ❑ 2-4 Family ❑Commercial ❑ Other D � a `' SEP 2 8 2017 NY•IUUJ�I.I�1.111:1�.'i!.'flai�il•1:19ayn�:/:111�'lrlb`1/li4l/17:U��:1�'1a4�7r '� Solar PV System. kW DC TOWN OF QUEENSBURY BUILDING&CODES 6'1q�4tlr.'1!.'llq�hlK•1�'I�lrllq:/:ll l•1�'� Make sure your selection matches the Construction Documents included with this application. Supply side connection with microinverters ❑Load side connection with DC optimizers -4r Supply side connection with DC optimizers ❑Load side connection with microinverters ❑ Supply side connection with string inverter ❑Load side connection with stringinverter 61•A:17, / // 11HIGIUM W Conr'rBusiness NameJ�� Contractor Business Address City / State Zip ve'(ROA Contractor Contact Name Phone Number Contractor License Number(s) Contractor "C" 'I Town of Queensbury Building&Code Enforcement Solar Panel Permit Application Revised July 2017 Electrician Business Name ,%A �q ma(,rv, + ou Electrici n usinessAddress a City f State Zip Electrician Contac e Ph Number Electrician License Numbe( Electrician il Y Please sign below to affirm that all answers are correct and thau have met all the conditions and requirements to submit a unified 11 ar permit. J l7 Property Owne ' Sj�na � Date Solar lnstallatbnCompany Kepre�entati atur Date Town of Queensbury Building&Code Enforcement Solar Panel Permit Application Revised July 2017 INSPECTION WORKSHEET (BINS-004919-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:SOLAR-000614-2017Case Module:Permit Inspection Date:07/06/2018Inspection Status:Passed Inspector:John O'BrienInspection Type:Solar Panel System Job Address:39 MEADOW DRParcel Number:297.17-1-28 Queensbury, NY 12804 Contact TypeCompany NameName ContractorApex Solar Power, ApplicantApex Solar Power, Granted PermissionMARSH, MICHAEL Primary OwnerMARSH, MICHAEL Checklist ItemPassedComments Labeling of all panels & conduitsYES Building Inspector NotesYES7/6/18 Final Inspection Approved- Ok to Issue CC! 18" From ValleysYES 3' Access from Ground (Residential)YES Placement of PanelsYES Final ElectricalYES Rapid shutdown present & labeledYES 18" From RidgeYES Wiring not touching roof under panelsYES 3' Access on RoofYES Okay To Issue CCYES7/6/18 Final Inspection Approved- Ok to Issue CC! All wiring from roof in conduitYES O'Brien, John (Inspector) Jul 06, 2018Page (3) ti T CD PHOTOVOLTAIC SYSTEM 4 70 T SYSTEM SIZE: [E C E O �// E O Q DC!AC kW STC: 5.13kW\4.085kW D LLLL���5. �f v C) � L SEP z 8 2017 a ' _ J M TOWN OF QUEENSBURY \ 0) (D j O ®�Y BUILDING R CODES M C 04 � c M c- r` a ti '"n CU N M (n YES NO ^— �I POST INSTALL SUNEYES REQUIRED? I� IJ`1 TOWN 0 ENSBURY O APPLICABLE CODES: BUILDING DEPARTMENT 20151RC CODE O 2015 NYS BUILDING CODE Based on our limited examination,compliance 2015 NYS RESIDENTIAL CODE with our comments shall not be construed as Q 2015 NYS PLUMBING CODE indicating the plans and specifications are in 2015 NYS MECHANICAL CODE full compliance with the Building Codes of �� 2014 NATIONAL ELECTRICAL CODE New York State. SHEETINDEX PV-01 COVER AND PLOT PLAN PV-02 SITE PLAN,STRINGS,BOM IPV-03 MODULE LAYOUT ,(� �• I PV-04 THREE-LINE DIAGRAM SITE PLAN SCALE N.T.S. REVISION NOTES: DRAWN PROIFCTNAME.: CLIENT: SCALE: !w Maia Snec� DATE. MARSH EXPANSION-415198 MARSH,MICHAEL Qaccasbo y,NY 12R04 REV REV BV DATE DESCRIPTION BY. • ••• ••a e x RGR 9/1?/17 ROOF MOUNT 39 MEADOW DR ((rl0loy Road '' • East Syracuse,NY 13057 CHECK 3316 WATTS QUEENSBURY,NY 12804 DRAWING �•� �•�' Bales<gapexxolarPnwcr.com BY: DAB' 765-418-7026 NUMBER: Solar Power SIRI-sal- DRAWDJGTITLF: COVER AND PLOT PLAN PV-01 .KEY. _ PROPERTY LINE ®SUBPANEL CONDUIT RUN O DC DISCONNECT DRIVEWAY O AC DISCONNECT 0 SOLAR MODULE Q MAIN SERVICE PANEL®®JUNCTION BOX ❑a UTILITY METER ©MONITORING UNIT ® PV METER `❑'COMBINER BOX ROOF OBSTRUCTION CUSTOMER INITIALS: MAIN SERVICE PANEL UTILITY METER AC DISCONNECT AC DISCONNECT AC SUMMING PANEL i NOTES: 1. BOS TO BE LOCATED INTERNALLY ON WESTERN .. SITE PLAN DETAIL WALL NEXT TO EXISTING SOLAR EQUIPMENT 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING SCALE: N.T.S. N WHENEVER POSSIBLE. 64 Main Street REVISION NOTES: - -- - - DRAWN DATE: PROJECTNAME: CLIENT: - -� SCALE: • • • Qu—bury,NY 12804 REV REV BY DATE DESCRIPTION BY: MARSH EXPANSION-415198 MARSH,MICHAEL •000 •• • X 6660 Joy RoeJ RGR 9H?J17 ROOF MOUNT 39 MEADOW DR '•• •' East Syrecux,NY 13057 �I •! !• CHECK DATE: 3315 WATTS DUEENSBURY,NY 12804 DRAWING • • BY: 7654167026 NUMBER: Solar Power salesa519)-3 9-278aeom -_ 1518}309-2786 DRAWING TITLE: SITE PLAN,UN,NOTES W!-OZ 43'-14- / T— I ARRAY 1 SPECS TILT('): 22 AZIMUTH(•): 160 SQUARE FEET(ft2) 230 L � go m L � �4 C SCALE:MOUNTING DETAIL r,---ARRAY LAYOUT - ROOF 1 (� /AZIMUTH: SCALE: NTS �Q Solar Modul.. 1 I—Ridge XR-100 Rai L-Foot SS Co.brack Metal Corngated Roof 518'Plywood Decking • —1 REVISION NOTES: DRAWN PROJECT NAME: 739 ENT: SCALE: 64 Main Street __._ _ __.__ BY: DATE: ♦ � ♦ Queensbury,NY 12Ro4 REV REV BY � DATE DESCRIPTION MARSH EXPANSION-415196RSH,MICMAEL •♦ems �4♦• Es NY.n 111 aRoad som .. --.- — -- HG R- 9/1 Al ROOF 15WATTS _ - EENSBURDY NY 12804 •♦+ la- ulea(S pe tW �,t.�* �y�♦s � BY: 765.4157026 (,'NUMBER: t �1t• Solar Power DRAWING TITLE: — — t51R4309-27R6 INVERTER LABELS-ONE FOR EACH INPUT PHOTOVOLTAIC AC DISCONNECT MODULE ELECTRW'!1-SPECIFICATIONS INVERTER SPECIFICATIONS DESIGN CONDITIONS I ELECTRICAL KEY: ALL SOLAREDGE INPUTS MAXIMUM AC OPERATING CURRENT 11.7A (13)TRINA TSM255DD05A.05(II) ENPHASE M215 MICRO-INVERTERS HIGHEST 2%"'I DESIGN TEMP(°C): 31 SL BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT(Ix): 8.88 RATED WATTS(EACH): 215 MIN.MEAN EXTREME ANNUAL OB("C): -29 I -�— SWITCH Vm =500V OPEN CIRCUIT VOLTAGE(Voc): 38.1 AC OPERATING VOLTAGE(V): 240 O SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS OPERATING CURRENT(IMP): 8.37 AC OPERATING CURRENT(A): .9 m FUSE • SPLICE Iopp=8.27A OPERATING VOLTAGE(VMP): 30.5 NUMBER OF MPPT CHANNELS 2 EARTH GROUND Iac=10.98A INVERTER EFFICIENCY: '980 I m CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS INTEGRATED DC DISCONNECT I UNCLEAR IF#6 OR#4 IS INSTALLED GEC Iopp=16.54A AT SITE ALREADY.#4 1S NEEDED FOR _-- EGC lac 21 96A (1 (1))#6#6 THHN (3)#4 THHN Al THHN GRID (1)#6 THHN GRD NEW CAPACITY. I = ENPHASE TRUNK CABLE 3/4"EMT 1"EMT #6 BARE Cu GRID (3)#4 THHN A (1)#6 THHN GRD NEW PV AC 1"EMT COMBINER/SUMMING METER PANEL 125A RATING AC DISCONNECT 240VAC 60AMP SERVICE RATED FUSABLE J$OX 20A-2P-ARRAY 2-60A FUSES 4f4X4 1 STRING OF 13 MODULES `. ---LOAD— LINE / 20AMSP EACH MODULE WILL 1 r---- - ---- ------- -- ----r--- // 1 t I 240V HAVEN ENPHASE M215 j I 200A MAIN BREAKER MICRO--INVERTER. 1 I I I I FUSES OF EXISTING ARRAY J I I TO BE REPLACED (E)LOADS I I (E)PV-BREAKE 5 E)LOADS I I I I I I 15XDP-CLAM I I� GEC IRREVERSIBLY SPLICED I �f TO EXISTING GEC OR BONDED 1 — DIRECTLY TO EXISTING EXISTING ARRAY CONNECTS HERE i GROUNDING ELECTRODE 3-LINE FOR EXISTING SYSTEM ON L-------- -------------- FOLLOWING PAGE FOR REFERENCE. — -- �I ENPHASE ETHERNET COMM. CONNECTION - GATEWAY TO BROADBAND EXISTING SUMMING PANEL HAS 8 SPACES WILL NEED TO SWAP FOR 20 SPACE. (2)#10 T N (1)#6 THHN GIRD 3/4"EMT CONDUIT ELEVATION:1/2 TO 3-1/2"=22"C HIGH AMBIENT TEMPERATURE.31°C 200 x 1.2=240 EXTREME LOW:-29"C 240-200(MCB)=40A ENPHASE M215 MICRO-INVERTER MAX CURRENT=.9A ROOFTOP AMBIENT TEMP.53"C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=.9A X 1.25 X 53=59.625A=60A BREAKER/FUSES CONDUIT FILL 1 J 64 Main Street REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: QueensAury,NY 12904 REV REV BY DATE DESCRIPTION BY' MARSH EXPANSION-415198 MARSH,MICHAEL 6660 Joy Road RGR 9/121171 ROOF MOUNT 39 MEADOW DR cw+.nw." "o.."vw"csoew.sa..v"...na"w w9o.os East Syrncuse,NY 13057 CHECK 3315 WATTS OUEENSBURY,NY 12804 DRAWING BY: DATE: aales(apexsolatpower.rom 765.418-7028 NUMBER: (5181-309-2786 DRAWING TITLE:TWWE4JNE DIAGRAM 12V-04 v j I INVERTER LABELS-ONE FOR EACH INPUT PHOTOVOLTAIC AC DISCONNECT MODULE ELECTRICAL SPECIFICATION)), INVERTER SPECIFICATIONS I DESIGN CONDITIONS ELECTRICAL KEY: ALL SOUREDGE INPUTS MAXIMUM AC OPERATING CURRENT 42A (40)SOLARWORLD SW270 MONO ENPHASE M215 MICRO-INVERTERS I HIGHEST 2%DO DESIGN TEMP CcC 31 1L BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT(Iac): 9.44 RATED WATTS(EACH): 215 MIN.MEAN EXTREME ANNUAL DB(°C): -29 �_ SWITCH Vmaa=500V OPEN CIRCUIT VOLTAGE(Voc): 39.2 AC OPERATING VOLTAGE(V): 240 El SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS I OPERATING CURRENT(IMP): 1.11 AC OPERATING CURRENT(A): ,g m FUSE • SPLICE Iopp=8.27A I I OPERATING VOLTAGE(VMP): 30.9 NUMBER OF MPPT CHANNELS 2 ; EARTH GROUND Iac=10.98A INVERTER EFFICIENCY: .980 m CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS I INTEGRATED DC DISCONNECT —- --GEC Iopp=16.54A EGC (6)#10 THHN (3)#6 THHN 1.=21.96A (1)#6 THHN GRD (1)#6 THHN GRD ENPHASE TRUNK CABLE 3/4"EMT 3/4"EMT #6 BARE Cu GRD (3)#4 THHN (1)#6 THHN GRD PV AC 1"EMT COMBINER/SUMMING METER PANEL 125A RATING AC DISCONNECT 1 240VAC 60AMP SERVICE RATED FUSABLE J BOX 4X4X4 2-50A FUSES 20A-2P-ARRAY 1 STRING OF + _ I / I I I 13 MODULES I _LOAD ——LINE 200AMSP EACH MODULE WILL ¢ l I 20A-2P-ARRAY i---- -— -----I--- — ------_F I 240V HAVE AN ENPHASE M215 I 200A MAIN BREAKER MICRO-INVERTER. 1 STRING OF + `.l i 1 I 13 MODULES L_1_L ____________� E)LOADS r 20A-2P-ARRAY I I I I E)LOADS 1STRINGOF + r � i I 14 MODULES 15A-DP-ARRAY i j I / GEC IRREVERSIBLY SPLICED I i / TO EXISTING GEC OR BONDED— GROUNDING ELECTRODE I -------------- lvl ENPHASE ETHERNET COMM. CONNECTION GATEWAY TO BROADBAND (2)#10 T N (1)#6 THHN GRD 3/4"EMT 11 CONDUIT ELEVATION:1/2 TO 3-1/2"=22'C HIGH AMBIENT TEMPERATURE:31°C 200 x 1.2=240 EXTREME LOW:-29°C 240-200(MCB)=40A ENPHASE M215 MICRO-INVERTER MAX CURRENT=.9A ROOFTOP AMBIENT TEMP:53"C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=.9A X 1.25 X 40=45A=50A BREAKER/FUSES CONDUIT FILL:1 64 Main Saeet REVISION NOTES: DRAWN DATE: PROJECTNAME: jCLIF.NT: SCALE: -Queens6ury,NY 12804 ; REV REV BY DATE DESCRIPTION BY: MARSH EXPANSION-415198 1 MARSH,MICHAEL-- 6660 Joy Rwd RGR 9112/17 ROOF MOUNT 39 MEADOW DR East Symcuse,NY13057 - - - -- -- _-- - --- -- ---- -- 3315 WATTS 'QUEENSBURY,NY 12804 DRAWING-- CHECK DATE: —— BY: sales(napexaolatpower.com i 765.118.7026 NUMBER: sle 399_z766 DRAWNGTITLE: TWREE-LINE DIAGRAM PV-04 Data Sheet Enphase Microinverters Enphase The versatile Enphase M250 Microinverter" performs M250 in both residential and commercial solar PV installations �n and is compatible with both 60-cell and 72-cell modules. D V With its all-AC approach and integrated grounding,the M250 delivers increased energy harvest and reduces SEP 2 8 2017 J design and installation complexity. TOWN OF QUEENSBURY The Enphase M250 Microinverter integrates seamlessly BUILDING&CODES with the Enphase Engage" Cable,the Enphase Envoy- communications gateway, and Enphase Enlighten'"' monitoring and analysis software. Productive Designed for a wide range of modules Maximizes energy production Minimizes impact of shading,dust,and debris Simple No DC design or string calculation required No GEC needed for microinverter loww Easy installation with Engage cable Reliable 4th-generation product More than 1 million hours of testing and millions of units shipped Industry-leading warranty,up to 25 years UL ® ENPHASE To learn more about Enphase offerings,visit enphase.com u Enphase M250 Microinverter INPUT DATA(DC) MODELS: MODELS: M250-60-2LL-S22, M250-72-2LL-S22, M250-60-2LL-S25 M250-72-2LL-S25 Commonly used module pairings' 210-350+W 210-350+W Compatibility 60-cell PV modules 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 62 V Peak power tracking voltage 27 V-39 V 27 V-48 V Operating range 16 V-48 V 16 V- 60V Min/Max start voltage 22 V/48 V 22 V/48 V Max DC short circuit current 15 A 15 A, OUTPUT DATA(AC) Peak output power 250 W Maximum continuous output power 240 W Nominal output current 1.15 A @ 208 VAC 1.0 A @ 240 VAC Nominal voltage/range 208 V/183-229 V @ 208 VAC 240 V/211-264 V @ 240 VAC Nominal frequency/range 60.0/57-61 Hz ----- . Extended frequency range 57-62.5 Hz Power factor >0.95 Maximum units per 20 A branch circuit 24(three-phase 208 VAC) 16(single phase 240 VAC) Maximum output fault current 850 mA rms for 6 cycles EFFICIENCY EEC weighted efficiency _ 96.5% Peak inverter efficiency 96.5°i Static MPPT efficiency(weighted,reference EN50530) 99.4°i Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range v -400C to+65°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 1.6 kg(3.4 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 Connectortype MC4:M250-60-2LL-S22 and M250-72-2LL-S22 Amphenol H4:M250-60-2LL-S25 and M250-72-2LL-S25 FEATURES Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35.Equipment ground is provided in the Engage Cable.No additional GEC or ground is required.Ground fault protection(GFP)is integrated into the microinverter. Monitoring Enlighten Manager and MyEnlighten monitoring options Transformer design High frequency transformers,galvanically isolated Compliance UL 2703 recognized,UL1741/IEEE1547,FCC Part 15 Class B, CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at enphase.com/en-us/support/module-compatibility. 2.Frequency ranges can be extended beyond nominal if required by the utility. To learn more about Enphase offerings,visit enphase.com ©2017-01-19 —N2017 Enphase Energy.All rights reserved All trademarks or brands used are the property of Enphase Energy,Inc. E N P H A S E Data Sheet Enphase Networking Enphase Envoy—S The Enphase Envoy-STM communications gateway delivers solar production and energy consumption Series data to Enphase Enlighten'" monitoring and analysis software for comprehensive, remote maintenance and management of the Enphase Microinverter System. With revenue grade production metering and consumption monitoring options, Envoy-S is the platform for total energy management and integrates with the Enphase AC Battery`" Smart Enables web-based monitoring •o and control nphase Bidirectional communications for remote upgrades Simple • Easy system configuration using Enphase Installer Toolkit'mobile app Flexible networking with Wi-Fi, Ethernet,or cellular ---- pEc� EadE Reliable • Designed for installation n r SEP 2 8 2017 or outdoors Five-year warranty TOWN OF QUEENSBURY BUILDING&CODES U` LISTED ENPHASE To learn more about Enphase offerings,visit enphase.com �./ Enphase Envoy-S MODEL NUMBERS Enphase Envoy-S Standard'" Enphase Envoy-S communications gateway with basic PV production monitoring(+/-5i). ENV-S-AB-120-A Enphase Envoy-S Metered- Enphase Envoy-S communications gateway with integrated revenue grade PV production ENV-S-AM1-120 metering(ANSI C12.20+/-0.5 io)and optional consumption monitoring(+/-2.5 io). ACCESORIES(OrderSeperately) Enphase Mobile Connect- Plug and play industrial grade cellular modem with five-year data plan for systems up to 60 CELLMODEM-01 microinverters.(Available in the US,Canada,Mexico,Puerto Rico,and the US Virgin Islands, where there is adequate cellular service in the installation area.) Consumption Monitoring CT For use with ENV-S-AM1-120,split-core current transformers enable whole home consumption CT-200-SPLIT metering(+/-2.5 i). POWER REQUIREMENTS Cord connected 120 VAC,60 Hz(ENV-S-AB-120-A) Max 15 A overcurrent protection required Hardwired 120 VAC,60 Hz(ENV-S-AB-120-A) 120/240 VAC split-phase(ENV-S-AM1-120) Max 15 A overcurrent protection required CAPACITY Number of microinverters polled Up to 600 MECHANICAL DATA Dimensions(WxHxD) 21.3 x 12.6 x 4.5 cm(8.4"x 5"x 1.8") Weight 17.6 oz(498 g) Ambient temperature range -40°to 65°C(-40°to 149°F) -40'to 46°C(-40°to 115°F)if installed in an enclosure Environmental rating IP30.For installation indoors or in an NRTL-certified,NEMA type 3R enclosure. Altitude To 2000 meters(6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable(not included) Mobile Optional,CELLMODEM-01 (not included) COMPLIANCE Compliance UL 916 CAN/CSA C22.2 No.61010-1 47 CFR,Part 15,Class B,ICES 003 IEC/EN 61010-1:2010, EN50065-1,EN61000-4-5,EN61000-6-1,EN61000-6-2 Metering:ANSI C12.20 accuracy class 0.5(ENV-S-AM1-120) To learn more about Enphase offerings,visit enphase.com ©2016 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc E N P H A S E 04/18/2016 `� Sunmodule;/ PI us . . . SW 280 MONO BLACK REALVALUE Data sheet I I I QUALITY BY SOLARWORLD SolarWorld's foundation is built on more than 40 years of ongoing innovation,continuous optimization and technology expertise.All production steps from silicon to module are established at our production sites ensuring the highest possible quality for our customers.Our modules come in a variety of different sizes and power,making them suitable for all global applications—from residential solar systems to large-scale power plants. Elegant aesthetic design—entirely black solar module,from 5olarWorld Efflcells-for the highest possible energy the cells and frame to the module corners yields Extremely tough and stable,despite its light weight—able W Patented corner design with integrated drainage for to handle loads up to 178 psf(8.5 kN/m2) optimized self-cleaning Tested in extreme weather conditions—hail-impact tested m High-transmissive glass with anti-reflective coating and resistant to salt spray,frost,ammonia,dust and sand m Long-term safety and guaranteed top performance— Proven guarantee against hotspots and PID-free to 25-year linear performance warranty;20-year product IEC 62804-1 warranty SEP z 8 2017 � Quality rested MAD-S FTOWN OF QUEENSBURY OF US&IMPORTED PARTS ILDING&CODES ID 40045046 www.solarworld.com Sunmodule;/" PI us SW 280 MONO BLACK REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' SW 280 Maximum power P— 280 Wp Open circuit voltage Vo, 39.0 V Maximum power point voltage V,MPP 31.8 V Short circuit current I,, 9.45 A Maximum power point current ImPP 8,93 A Module efficiency rim 16.7 Measuring tolerance(P"„x)traceable to TUV Rheinland:+/-2%(TUV Power controlled,ID 0000039351) 'STC:1000W/m',25°C,AM 1.5 PERFORMANCE AT 800 W/m=,NOCT,AM 1.5 SW 280 Maximum power P— 211.9 Wp Open circuit voltage V°, 36.0 V Maximum power point voltage Vmpp 29.4 V Short circuit current I,, 7.74 A Maximum power point current ImPP 7,22 A Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m=,97%(+/-3%)of the STC efficiency(1000 W/ml)is achieved. PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION Power sorting -0 Wp/+5 Wp ave ��® Maximum system voltage SC 11/NEC 1000V c us Maximum reverse current 25A -37.8(961) Number of bypass diodes 3 4.20 O Operating temperature -40 to+85'C (106.65) �_ . Maximum design loads(Two rail system)' 113 psf downward,64 psf upward 4x� = 7.12 0 0.26(6.6) Maximum design loads(Three rail system)' 178 psf downward,64 psf upward (180.85) 'Please referto the 5unmodule installation instructions for the details associated with these load cases. 00.35(g) COMPONENT MATERIALS o 0 Cells per module 60 M Cell type Monocrystalline PERC o UZ Cell dimensions 6 in x 6 in(156 mm x 156 mm) o Front Tempered safety glass with ARC(EN 12150) rn Back Multi-layer polymer backsheet,black `r Frame Black anodized aluminum J-Box IP65 Connector PV wire(UL4703)with Amphenol UTX connectors Module fire performance (UL 1703)Type 1 ° 00.35(9) DIMENSIONS/WEIGHT THERMAL CHARACTERISTICS 11.32 (28750) Length 65.95 in(1675 mm) NOCT 46°C Width 39.40 in(1001 mm) TCI, 0.07%/C 39.4(1001) Height 1.30 in(33 mm) TC V„ -0.29%/C 1.30(33) Weight 39.7 lb(18.0 kg) TCP" -0.39%/C All units provided are imperial.SI units provided in parentheses. ORDERING INFORMATION CERTIFICATES AND WARRANTIES Ordernumber Description IEC 61730 IEC 61215 UL 1703 82000246 Sunmodule Plus SW 280 mono black Certificates IEC 62716 IEC 60068-2-68 IEC 61701 0 Product Warranty 20 years o Warranties r Linear Performance Guarantee 25 years Ei N N O N r SolarWorld AG reserves the right to make specification changes without notice.This data sheet complies with the requirements of EN 50380. 3 IRONRIDGE Roof Mount System � ECE0MEj SEP1i1 Rs TOWN OF QUEENSBURY BUILDING 8 CODES IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Software Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. XR Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices -0-M A� - - - A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability 8'spanning capability 12'spanning capability Self-tapping screws • Moderate load capability Heavy load capability Extreme load capability Varying versions for rails • Clear& black anod. finish Clear& black anod. finish Clear anodized finish Grounding Straps offered Attachments " FlashFoot Slotted L-Feet Standoffs Tilt Legs Anchor, flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware High-friction serrated face Works with vent flashing Attaches directly to rail • IBC & IRC compliant Heavy-duty profile shape Ships pre-assembled Ships with all hardware • Certified with XR Rails Clear& black anod. finish 4"and 7" Lengths Fixed and adjustable Clamps & Grounding End Clamps Grounding Mid Clamps T Bolt Grounding Lugs Accessories ".._ s, Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. Parallel bonding T-bolt Easy top-slot mounting Snap-in Wire Clips • Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps • Optional Under Clamps Mill & black stainless Swivels in any direction UV-protected polymer Design Assistant NABCEP Certified Training Go from rough layout to fully 1r Earn free continuing education credits, engineered system. For free. A while learning more about our systems. - Go to IronRidge.com/rm j 7 Go to IronRidge.com/training r SAA t • KEVIN J. WOOD, P.E. CIVIL&ENVIRONMENTAL ENGINEERING September 26,2017 Mr. Robert Reynolds Apex Solar Power D 2 �a � n r,n 64 Main Street E (LD' 0 UVJ Queensbury,NY 12804 Re: Solar Panel Project— Marsh Residence SEP z s zo�r 39 Meadow Dr,Queensbury,NY TOWN OF QUEENSBURY Dear Mr. Reynolds: BUILDING&CODES I've completed my review of the proposed solar panel installation on the house at the subject location. Per your request, I determined whether the existing rafter configuration would adequately support the additional solar panel weight. I also calculated expected rooftop wind loads for this building at this location. I visited the project site on September 23,2017 and obtained the following information: a 1-sty main house roof and an attached garage roof are to receive additional solar panels. Solar arrays of the same style and weight are already installed on a portion of the roofs. The main house roof is framed with engineered trusses with 2x6 top chords spaced 24"on center. The trusses are overlain with plywood sheathing and corrugated metal roofing. The garage roof is framed with engineered trusses with 2x4 top chords spaced 24"on center. The garage trusses are also overlain with plywood sheathing and corrugated metal roofing. Roof details are described further on the enclosed calculation sheets. Accorditlg to information provided by Apex: The solar panels will be Trina 275W mounted to aluminum racking. The racking will be K2 Everest Xpress Rail 22 mounted to the roof using Everest's standing seam clips and 6x36 mm self-tapping screws. Clip and screw requirements are determined by the manufacturer using the site specific array layout and wind data provided in this report. A summary of my evaluation follows: First the existing roof dead loads(rafters,roofing,etc..)were determined. According to the solar panel manufacturer's information,each panel is approx 3.25' x 5.4' and weighs approx 41 lbs. The panels will be grouped into arrays positioned on the roofs in a southerly facing orientation. Since there will be several,relatively small point loads distributed over the surface of the roofs,this was treated as a distributed load. The dead load due to the solar panels was determined to be 2.8 psf, including the racking. The live loads(snow loads)were then determined using the procedures in ASCE 7-10. Since the panels will lie close to,and parallel with,the roofline,there isn't expected to be an increase in snow load as a result of the placement of the panels. The ground snow load for this area is 50 psf. Site specific exposure conditions were assessed at the time of the site visit. 3 HORICON AVE,GLENS FALLS,NY 12801 (518)796-1859 KJWDI IOGMAIL.COM MARSH 9/26/17 - PG 2 ' Next,the bending strength and deflection were calculated, and compared to those of typical lumber species, to determine whether strength and deflection are sufficient. The AF&PA span tables were used to verify span and deflection criteria,where relevant. The wind load was then calculated using the procedures in ASCE 7-10. There are several factors which effect wind load, and these are stated on the enclosed calculations. A 115-mph wind speed(3-sec gust) was used for the analysis. In conclusion: The existing truss top chords should be adequate to accept the additional solar panel load. The calculated rooftop wind load for this building in this location was determined to be 21.0 psf. When applied to the projected vertical and horizontal surfaces of the panels,the resulting shear force is 132 lbs and the uplift force is 344 lbs per panel. A copy of the calculations and assumptions is enclosed. All system components must be installed in accordance with manufacturer's instructions. It is imperative that the contractor provide a watertight seal around any roof penetrations. Further,the panels must be installed in a manner which does not restrict the normal roof drainage patterns. While consideration was given to snow drifting, it is highly recommended that the owner not allow excessive snow or ice buildup on the roof,as with any roof. Please contact me at(518) 796-1859 if you wish to discuss this project further or if site conditions are not as described in this report. Sincerely, Kevin J.Wood,P.E. OF NE�'r �Q KEVIN J. WOOD * ,k #078552.1 Enc cc: M. Marsh MARSH RESIDENCE ENGINEERING REPORT PREPARED BY: 39 MEADOW DR SOLAR PANEL PROJECT KEVIN J. WOOD, P.E. QUEENSBURY, NY SEPTEMBER 2017 PAGE: 1 OF 3 5:12 PITCH MAIN HOUSE ROOF—2X6 TRUSSES—CORRUGATED METAL ROOF DEAD LOADS(DL)= METAL ROOFING= 1.5 PSF PLYWOOD SHEATHING= 2.3 PSF RAFTERS= 2.0 PSF EXISTING DL= 5.8 PSF SOLAR PANEL ARRAY WT(DL) = 3.25'X 5.4'PANELS @ 41 LBS EA= 2.3 PSF ALUMINUM FRAME = 0.5 PSF ARRAY DL= 2.8 PSF TOTAL DL= 8.6 PSF LIVE LOAD SNOW LOAD(LL)= GROUND SNOW LOAD,Pg =50 PSF (PER ASCE 7-10) TERRAIN CAT=B PARTIALLY EXPOSED RISK CATEGORY=II Ce= 1.0 Ct=1.1 Is=1.0 FLAT ROOF SNOW LOAD: Pf=0.7(1.0)(1.1)(1.0)(50 PSF)= 38.5 PSF Cs=0.9 FOR METAL SURFACE @ 5:12 PITCH FOR Ct-1.1 SLOPE ROOF SNOW LOAD,Ps=0.9Pf= 34.7 PSF STRUCTURAL= ENGINEERED TRUSSES SPACED 24"OC W/2X6 TOP CHORDS OVERALL SPAN= 15'-0" TRUSS WEBS DIVIDE SPAN INTO THREE APPROX 5 FT EA NO GRADE STAMPS FOUND- HOUSE BUILT IN 1987 LUMBER SPECIES ASSUMED TO BE EQUIVALENT TO AT LEAST GRADE#2 SOUTHERN PINE FROM AWC DESIGN VALUES FOR JOISTS&RAFTERS: Fb'= 1,655 PSI E= 1.6X10^6 PSI USE L/180 DEFLECTION FOR UNFINISHED RAFTER BOTTOM W = 8.6 PSF+34.7 PSF= 7.2 LBAN L= 60 IN I= 20.8 INA4 C= 2.8 IN CHK BENDING: M=0.1 WLA2 = 2,592 IN-LB ACTUAL Fb= MC/I= 349 PSI <1,655 PSI SO OK FOR BENDING STRENGTH CHK DEFLECTION: ALLOWABLE D= L/180= 0.33 IN ACTUAL D= 0.0069WLA4/(E)(I)= 0.02 IN ACTUAL<ALLOWABLE SO OK FOR DEFLECTION MARSH RESIDENCE ENGINEERING REPORT PREPARED BY: 39 MEADOW DR SOLAR PANEL PROJECT KEVIN J. WOOD" P.E. QUEENSBURY, NY SEPTEMBER 2017 PAGE: 2 OF 3 5:12 PITCH GARAGE ROOF—2X4 TRUSSES—CORRUGATED METAL ROOF DEAD LOADS(DL)= METAL ROOFING= 1.5 PSF PLYWOOD SHEATHING= 2.3 PSF RAFTERS= 2.0 PSF EXISTING DL= 5.8 PSF SOLAR PANEL ARRAY WT(DL) = 3.25'X 5.4'PANELS @ 41 LBS EA= 2.3 PSF ALUMINUM FRAME = 0.5 PSF ARRAY DL= 2.8 PSF TOTAL DL= 8.6 PSF LIVE LOAD SNOW LOAD(LL)= GROUND SNOW LOAD,Pg =50 PSF (PER ASCE 7-10) TERRAIN CAT=B PARTIALLY EXPOSED RISK CATEGORY=II Ce= 1.0 Ct=1.2 Is=1.0 FLAT ROOF SNOW LOAD: Pf=0.7(1.0)(1.2)(1.0)(50 PSF)= 42.0 PSF Cs=1.0 FOR METAL SURFACE @ 5:12 PITCH FOR Ct-1.2 SLOPE ROOF SNOW LOAD,Ps=Pf= 42.0 PSF STRUCTURAL= ENGINEERED TRUSSES SPACED 24"OC W1 2X4 TOP CHORDS OVERALLSPAN= 14'4" TRUSS WEBS DIVIDE SPANINTOTHREEAPPROX581NEA PER GRADE STAMP: TOP CHORD LUMBER IS GRADE#2 S-P-F FROM AWC DESIGN VALUES FOR JOISTS&RAFTERS: Fb'= 1,735 PSI E= 1.4X10^6 PSI USE L/180 DEFLECTION FOR UNFINISHED RAFTER BOTTOM W = 8.6 PSF+42 PSF= 8.4 LBAN L= 581N I= 5.4 IN^4 C= 1.8 IN CHK BENDING: M=0.1 WL^2 = 2,826 IN-LB ACTUAL Fb= MC/I= 942 PSI <1,735 PSI SO OK FOR BENDING STRENGTH CHK DEFLECTION: ALLOWABLE D= L/180= 0.32 IN ACTUAL D= 0.0069WL^4/(E)(I)= 0.09 IN ACTUAL<ALLOWABLE SO OK FOR DEFLECTION MARSH RESIDENCE ENGINEERING REPORT PREPARED BY: 39 MEADOW DR SOLAR PANEL PROJECT KEVIN J. WOOD, P.E. QUEENSBURY, NY SEPTEMBER 2017 PAGE: 3 OF 3 WIND LOAD = RISK CATEGORY= I (PER ASCE-7-10) BASIC WIND SPEED,V= 115 MPH,3 SEC GUST DIRECTIONALITY FACTOR,Kd= 1.0 EXPOSURE CATEGORY= B SURFACE ROUGHNESS= B TOPOGRAPHIC FACTOR,Kzt= 1.0 GUST EFFECT FACTOR,G= 0.85 VELOCITY PRESSURE EXPOSURE COEFFICIENT,Kz= 0.62 VELOCITY PRESSURE,Qz= 0.00256 X Kz X Kzt X Kd X V^2= 21.0 PSF VERT PROJECTED AREA,Av= (3.25')(SIN 22)(5.4') = 6.3 SF SHEAR FORCE= 21.0 X 6.3 = 132 LBS HORIZ PROJECTED AREA,Ah=(3.25')(COS 22)(5.4') = 16.4 SF UPLIFT FORCE= 21.0 X 16.4= 344 LBS ] Ie'cfrIcaI lnspecfion ]LIDO 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: 10/19/17 Job#: Marsh Applicant: Apex Solar Address: 39 Meadow Dr. Queensbury, NY 12804 Owner: Michael Marsh Permit#: SOLAR-00614-2017 Equipment Installed (13) Trina 255W Modules (13) M215 Mircoinverters 0AW J, Steve Reynolds Electrical Inspector