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SOLAR-000299-2017
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-000299-2017 Date Issued: Wednesday, June 13, 2018 This is to certify that work requested to be done as shown by Permit Number SOLAR-000299-2017 has been completed. Tax Map Number: 308.11-1-22 Location: 7 HERALD DR Owner: JASON MARCHESE Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System 105 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 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 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000299-2017 Tax Map No: 308.11-1-22 Permission is hereby granted to: Demarse Electric For property located at: 7 HERALD 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 Type of Construction Owner Name: JASON MARCHESE Solar Panel-Residential $4,500.00 Owner Address: 7 Herald DR Total Value $4,500.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demme Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel System 105 s.f. No Rafter Upgrades $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 6,2018 (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 dateW, , ) Dated at the Town o ueensb [ / �ue17 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 5/30117 Tax Map ID TAx MAP ID 308.11-1-22 Permit No. �Q �- Permit Fee $30 ZONING Rec Fee ' W FIISTomc&TE _Yes _No Approvals &MMVISIONNAME Lot N APPLICANT _Apex Solar Power OWNER Jason Marchese ADDRESS 64 Main St., Queensbury, NY 12804 ADDRESS 7 Herald Dr, Queensbury, NY 12804 PHONE (518) 309-2786 PHONE (518) 307-2848 CONTRACTOR Demarse Electric Inc. COST OF CONSTRUCTIONWESTIMATED): $ 4,500.00 ADDRESS: 64 Main St., Queensbury, NY 12804 BUILD/NGADDRESS: 7 Herald Dr. PHONE: (518) 309-2786 CONTACT PERSON FOR BUILDING& CODES COMPLIANCE Greg Demarse (Demarse Electric) PHONE(518) 309-2786 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1"floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars Dock Pole Bam Porch-open ••Porch—3 season,Covered,Enclosed <C E Shed Other Accessory Structure(s) 105 sq ft(1 array) " Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARAnoN: 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: Olivia Baitinger Date: 5/30/17 Signature: Date: 5/30/17 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 apex518.309.2SUN (2786)315.629.9SUN (9786) olar P• apexsolarpower.com May 30, 2017 Mr. Robert Reynolds 308.11-1-22 SOLAR-000299-2017 Apex Solar Power Marchese, Jason 64 Main Street 7 Herald Drive Queensbury,NY 12804 Solar Panel System 105 s.f. RE: Solar Panel Project—Marchese Project TOWN OF QUi:. - 7 Herald Dr,Queensbury,NY 12804 BUILDING PT. TOWN OF QUEENSBURY Previewed B BUILDING DEPARTMENT Based on our limited examination,compliance Date: Dear Mr. Reynolds, with our comments shall not be construed as indicating liache plans 'with thesBu Idln9 Codes of New York State. I have completed the structural adequacy review for the above referenced project. I determined whether the existing rafters/roof support structure would adequately support the additional proposed solar system dead load in regards to flexure and deflection,as well as determined the required minimum resistance against anticipated wind uplift and shear loading for the roof mounting systems. According to the Site Visit Form provided for said project,the building of the roof structures proposed to receive the additional solar system dead loads is a single family residence and barn structure. The roof configuration,proposed panels and mounting systems are as follows: • Roof Plane 1 (RP1) o Roof Structural System • 2x4 trusses spaced at 24"on center,Southern Yellow Pine, No. 2 or better • Decked with K"OSB and a single layer of asphalt shingles o Proposed PV Modules and Mounting System - LT Trinamount Modules(or equivalent) 1 IronRidge Roof Mount System (or equivalent) I/ I iV O1 2OF QUEENSBURY DING& CODES A summary of my review follows: I determined the existing structural system dead loads and the additional dead load resulting from the proposed solar system. The controlling roof live load is snow loading and has been determined according to the requirements set forth in ASCE 7-05. The roof system was then checked against allowable flexural stresses and deflection limits for adequacy. Wind loads were also determined according to the procedures of ASCE 7-05. The resulting wind uplift and shear forces are included in the design calculations and may be used to determine the appropriate roof mounting hardware. 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057 • 51315.629.9SUN (9786) 8.309.2SUN (2786) In conclusion: The roof was inspected from the interior and exterior to determine the existing conditions. From my professional examination of this specific address, I determined that the existing roof system RPI is adequate in regards to bending strength and deflection criteria to support the additional dead load of the proposed solar system in its current configuration. Please note that my review is of the rafter members only and is based solely on the information recorded in the Site Visit Form and correspondence with you. This review verifies that the information provided in the Site Visit Form is accurately portrayed and the building is otherwise in good structural condition and capable to resist the increased loading resulting from the proposed solar system. When selecting the roof mounting hardware, be certain to provide a watertight seal around all roof penetrations and in such a manner that normal roof drainage patterns are not impaired by the proposed solar system. While consideration was given to snow drifting, it is highly recommended that the project owner not allow excessive snow and/or ice buildup on the roof,as with any roof. Sincerely, Christopher W.Robert, P.E. le,Orr NIF P %AF R W O Zo' 885339596 4. v 90FESS10NP 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse. NY 13057 �/ 518.309.2SUN(2786) .,,ex 315.629.9SUN(2786) wer Apexsolarpower.com Project Name: Marchese Project Project Address: 7 Herald Dr Queensbury,NY 12804 Roof Plane 1 Rafters Rafter Size= 2 x 4 Rafter Spacing= 24 Inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 9.000 ft Rafter Btm Chord Length= 17.000 ft Measured Distance to Support= 6.000 ft Max.Rafter Span= 6.000 ft Total Rafter Length= 19.235 ft Roof Pitch= 6.353 :12 Roofing Roof Decking= OSB Roof Decking Thickness= 0.500 inches Purlins= N/A Purlin Spacing= 0.000 Inches on center Roof Covering= Asphalt Shingle #of layers= 1 Solar Info Proposed Solar Module= Trinamount Proposed Mounting System= IRONRIDGE XRS Loading Criteria Ground Snow Load,Pe= so Cold Roof? Yes Risk Category= II Terrain Category= B Exposure= Fully Building Height= <30 ft Basic Wind Speed,V= 90 MPH,3 second gust Deflection Criteria= 180 Roof Loading Summary Existing Roof Dead Load= 5.099 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 25.376 psf Resulting Wind Shear Force= 101.50 lbs/panel Resulting Wind Uplift Force= 191.72 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 518309.2SUN(2786) psex 315.629.9SUN(2786) ower Apexsolarpower.com Project Name: Marchese Prosect Project Address: 7 Herald Dr Queensbury,NY 12804 Roof Plane 1 Roof System Dead Loads(DL)= 5.099 psf Rafter Weight= 1.823 lb/ft Rafter DL= 0.912 psf Roof Decking DL= 1.688 psf Purlin Self Weight= 0.000 Ib/ft Purlin DL= 0.000 psf Roof Covering DL= 2.500 psf Solar System Dead Loads(DL)= 2.971 psf Panel Dead Load= 2.671 psf Mounting System Dead Load= 0.300 psf Roof Snow Load(LL)(ASCE 7-10)= 25.376 psf Importance Factor,I,= 1.00 Exposure Factor,Ca= 0.90 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 34.65 psf Cold Roof Slope Factor,C,= 0.732 Slope Roof Snow Load,P,= 25.376 psf Wind Load(Per ASCE 7-10) Directionality Factor,Kd= 0.85 Topographic Factor,K„= 1.00 Velocity Pressure Exposure Coeff.,K,= 0.70 Velocity Pressure,%= 12.34 psf Panel Length= 5.41 ft Panel Width= 3.25 ft Vertical Project Area,A,= 8.23 sf Horizontal Project Area,A,= 15.54 sf Structural Adequacy Total Dead Load(DL)= 8.070 psf= 16.140 plf Live Load(LL)= 25.376 psf= 50.752 plf Resulting Moment= 301.013 lb-ft= 3612.154 lb-in Section Modulus(S„)= 3.063 in Resulting Bending Stress= 1179.286 psi Load Duration Factor,CD= 1.15 Repetitive Member Factor,C,= 1.15 Design Value for Bending Stress,Fb= 1500 psi %djusted Design Value for Bending,Fe= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0333 ft Moment of Inertia(I.)= 5.3590 in° Resulting Deflection= 0.0190 ft Page 2 of 2 PHOTOVOLTAIC SYSTEM EQUIPMENT: PV MODULES: (6)TRINA TSM275DD05.05(II) Structural Only SYSTEM SIZE: DC/AC kW STC: 1.65kW\1.29kWINVERTER(S): (6)ENPHASE M215 MICRO-INVERTERS OF NEl1. (E Y OPTIMIZER(S): SYSTEM NOT OPTIMIZED �P pHER ly O .y yAo qO9 m� 2 D 6 SCOPE OF WORK: m O w INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM. FOq 095385 X20 pOFES510HP PREVIOUSLY INSTALLED ARRAY ES XO Y WT MBT.LL 8VHEYE4 REOUXEOi APPLICABLE CODES: 20161RC CODE 2015 NYS BUILDING CODE 2015 NYS RESIDENTIAL CODE 2015 NYS PLUMBING CODE 2015 NYS MECHANICAL CODE 2014 NATIONAL ELECTRICAL CODE HERALDDR SHEETINDEX PV-01 COVER AND PLOT PLAN PV-02 SITE PLAN,STRINGS,BOM PV-03 MODULE LAYOUT PV-04 THREE-LINE DIAGRAM SITE PLAN SCALE: N.T.S. N MunsXael REVISION NOTES: DMWN DA.�: PROIECr NAM:: CI.IF.NT: 9CAIE Quan!"y,NV 13301 REV REVBY DATE DESCRIPTION BY: MNtCNESE EXPANSION-414999 MARCHESE JASON • • ♦ H491oy Bo] RGR 5/12/17 71— MOUNT 7 14 R OR ex En 3p ".NY 1193, Orr K WATTS 01£ENBBURV,NV 12904BV: OAT:SolNG mv, COVER ANO PLOT PLAN W-01 --- mOPBmrtY>E ®SWP, L QxpBCBN m OB0�4AM AMOOIRE OILBISCONNEG. Q NNR BERNLE PANEL®EAAMORON BO% 'I ❑� WMINE E}ER ©MIXMNEROUNI! ® WYEIFR OCOMBIOBSM ROOF OBRIRIICIIIXI CUSTOMER INITIALS: MAIN SERVICE PANEL SITuctuml Only � .OF NEW Y PROD METER �T.4°QNER {y y AC DISCONNECT ° w " i EXISTING TNG PANE (SWAP WITH NEW S SPACE) FOp 085396 y4.= �OFESSIONP UTILITY METER C � ROOF 1 TILT:25' AZM:132' STRING t 8 MODULES 8 MICRPINVERTERS NOTES: 1. BOSTO BE LOCATED EXTERNALLY ON WESTERN SITE PLAN DETAIL WALL NEAR EXISTING EOUIPMENT 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING SCALE: N.T.S. N WHENEVER POSSIBLE. eSAt�wat REVISION NOTES: BRAWN BY.. DATE: PROhLTNAME: cuOrT: SCALE ' •�;,,� QuewNy.NY 12lM REV RBV BY DATE DFSCRIPNON MARCNESE EImANSION-<1MBR MAIICMEBE,JA40N a pe x NiB R d RGR 51&17 ROOIW WATTS 7NERAMDR ENSBUR4n5yIF.uY.NY IBOSN 1850WATTS OUEENSBUM,NV12500BY: DAIS:ar Power BfNOAiIM ONUA®PA DMWMO TITLE: SFIE PLAN,BOM,M.NOTES PY•02 SHINGLE ROOF i SPECS 28'4j' 9'_9• T-11• 3'4• RAFTERS6E: 10 RAFTER SPACING(In): 24 ROOF MATERIAL: ASPHALT ARRAY SPECS TILT('): 25 N AZIMUTH(y 182 SQUARE FEET(R2) 105 I Stmatuml Only SOF NEW y •�P pHER W O y¢��Q gom9A 1— vii n m m e yNmO 095395 4=O �OFES21ONP u AMOUNTING DETAIL L SCALP: NTS �1ARRAY LAYOUT - ROOF 7 T AZIMUTH: SCALE: NTS Sdar ImnRM9a XR-1W L-F FleaNn9-Lox ROR Compw%a SM1N 5116'UG (MlNmwn 25•PreaB penetreBon) REVISION NOTES: DMWN DAM PROMS NAME: CLROIf: SCAL¢: Qmmbvy.NY DI01 REV REYBY DATE DESCRIRf1pN RY' MARCHESEERPANSION-414989 NMCHESE.JASON apex RGR 512N7 IROOF MWA UNT THERALDDR • • �: Pa 9y�wme.NY IJOJT BYp ,BSO WATiS OUEENSBURY,NY 116M DMWING p p p -I-yryvnA-pom�vm 9Y: DATE $18a01.1M8 NIIADIER: Solar Power BL JWitlb DMwINaTrrtE — — MODULE ELECTRICAL BPEdFlGAnONB ELECTRICAL KEY: (e1TwxATSM2Ts000snoXel BNORT GRdxf OVPRENTOMk P36 !L BREAKER SWITCH OPENCRdNT VOLTAGE N^L'F M6 O SCREW TERMINAL DPERAnNGGnwENTIAO'k Am 83] FUSE OPEMnNGVWTAGE NLwI: 31A • SPLICE DEMON CONDIMNA w EARTH GROUND M CHASSIS GROUND MGHEATMMIMSIGNTEMP(T)c 31 DEC MN.MEAN EIRREME NINWLOBI'f.}. .70 EGC Ixvmla 1 Arceslrwno8e ENPHASE Ld1s MxAonwB3ren PREVIOUSLY INSTALLED S RATEOWATB( y 816 SPACE SUMMING PANEL AGOPERATMGVOLTAO M 210 NEED TO REPLACE WITHS AC OPEMnuG G3RNEM(Ak a SPACE PANEL PREVIOUSLY INSTALLED 20A FUSES. (6)A10THHN (3)ft THHN NEEDTOREPLACEWITH30AFUSES. NIMBER OF MFPICWNNEL6 1 ENPHASE TRUNK CABLE (1)46 TNNN GRD (1)FS THHN GRD 48 BARE CU GRD 3l4'EMi 3/4'EMT (31 IN TH1Po IINERIFR EFFICQILY: A63 (1)88 THHN GRD INIEGPAIFDOt OISCGAlEC! PVAC EMT COMBINEFAIUMMING METER PANEL 125A EATING AC DISCONNECT 240VAC V)AMPSERVICE 1�X RATED FUSABLE 4X4%4 2-3M FUSES 20ADPAREAY 1 STRING OF 10MODULES + L NE EACH MODULE WILL �1 16AJ1P-ARN4 �___ ______ _________ ------ I 200AMSP HAVE AN ENPHASE W15 1 iI 200A MNKER MICRO4NVERTER N BREA 1STRING OF I 7MDDOLEB E)LOADS � 15A-0P-ARM 1 STRING OF I E)LOADS j B MODULES _J 1EA-0P-ARRA i /GEC RREVERBIBLY SPILLET I i/ roEMsrNo aEco8mrml i = WOJM 7o Ew - GHWNONO EIEMCTROOE LINE INDICATES EXISTING VS.NEWLY INSTALLED ------- EQUIPMENT.ALL EQUIPMENT BELOW LINE IS o1 COAI�E ETHERNET NEW.ABOVE LINE IS EXISTING EQUIPMENT FROM GATEWAY CONNECTION EpOnND PREVIOUS SOLAR INSTALLATION.(EXCEPTION: COMM GATEWAY ALREADY INSTALLED) MAX Vx=-54'C x(37.8 x-D.W33PC)+37.5VDC=44.54VDC CONDUIT ELEVATION:112 TO 11/2'=22'C Imm=8.7A x 1 STRING= 8.7A HIGH AMBIENT TEMPERATURE:31-C EXTREME LOW:-29'C 200x1.2=240 ENPHASE M215 MAX OUTPUT CURRENT=.SA ROOFTOP AMBIENT TEMP:53-C=0.78 240-20D(MCB)=40A MAX DESIGN CURRENT-BA x 1.25x 23-25.875A CONDUIT FILL) MAX ALLOWABLE AC PV BREAKER-40A M A1Mc 30vH REVISION NOTES: DMWN DAM PROIECPNAME: CLIENT. SCALE: Qwa�A=y.NV 12846 REV REV BV DATE DESCRIPTION BY' MARCHESE .Ll90N MNMHESE 1RCGF-ASPHALTSNINGLE 71-IEAALDGR -ji Em Bymee,NY 1.1gT CI�CR IMOWATTS OUEENSBURY,NY 12BD6 DMWING W WA9peemlvpo.e.m� By, DATE: 5168ETSHA NUMBER: (5184309-]186 DMWMO TITLE: — — Mono Multi Solutions THE ALLMAX 'PLUS"' MODULE ■ 60 CELL MONOCRYSTALLINE MODULE 270-295W POWER OUTPUT RANGE Maximize limited space with top-end efficiency "! • Up to 180 W/m'power density Q • Low thermal coefficients for greater energy productional high 18.07o operating temperatures MAXIMUM EFFICIENCY Highly reliable due to stringent quality control .L Over 30 in-house tests(UV,TC,HF.and many more 0 ti T5 W In-house testing goes well beyond certification requirements • POSITIVE POWER TOLERANCE 100%EL double inspection ns a leading glcnol manoloc lulu, al Certified to withstand challenging environmental nczt g cn,afionph.hsv.Iai,r' ducts. conditions we believe close cooperation will, • 2400 Po wind load our partners is ctilicat to success.With _. local presence around the globe,Tina • 5400 Pa snow load is able to provide exceptional service • 35 mni hail stones 0197 km/h I.each Customer in each market and supplement our innovative, reliable products with Ilse backing of Lino as a strong, bonkgble partner. We are committed to building strategic. mutually bencft(of collnbumtion with installers, developer,, distributors anrd other partners as the backbone of our shared success In driving Smarl Energy Together Trina solar Limited Comprehensive products and system certificates wwwbinasolai corn • IEC 61215/IEC 61730/UL 1703/IEC 61701/IEC 62716 aNEAR PERFOWMCE WARRANTY • ISO 9001.Cualiiy Management System <.,P, C t I, +.,.., r r, y • ISO 14001:Environmental Management System • ISO 14064:Greenhouse Goses Emissions Verification • OHSAS I8001:Occupation Health and Safety Management System N w „... ....... L- f:®us \rsa/ C E �� PV"LE LIM THh'asolar Smart Energy Together THE ALLMAX yPLUS' MODULE PRODUCTS POWERRANGE ELECTRICAL DATA(STC) TSM-DDOSA.OBOB 275.295W Peak Power Watts-PvAx(Wp)' 270 275 280 285 290 295 TSM-DEI 270-290W Power Output Tolerance-Iswr(W) 0-+5 Maximum Power Voltage-Vivi Evil 31.2 31.4 31.7 31.8 32.2 32.5 Maximum Power Curnimpl.n(A) 8.66 8.76 8.84 8.97 9.01 9.08 DIMENSIONS OF PV MODULE Open Circuit Voltage-Voc(V) 38.4 38.7 39.0 39.3 39.5 39.7 unR:mm/Inches Short Circuit Current-Bc(AI 9.18 926 9.35 9.45 9.50 9.55 ss unro Module Efficiency 4m(%) 16.5 16.8 17.1 17.4 17.7 18.0 8 °p't2 Ax,di°nem STC:krance 1000 W/m•.Celiemperalure 25°C.Air MaxsAM1.5. 'Test tolerance:Sax. b1 xd tgneCMe ELECTRICAL DATA(NOCT) Y Moximum Power-F..r(WEI 201 205 209 212 216 220 S As rA Maximum Power Voltage-Nsr(V) 28.9 292 29.4 29.6 29.9 30.2 x Maximum Power Current-IMr'IAL 6.96 7.02 7.10 7.17 7.23 7.28 ee Open Circuit Voltage-vac(V) 35.7 36.0 36.3 36.6 36.7 36.9 sou Short Circuit Current-Isc IAI 7.41 7.48 7.55 7.63 7.67 7.71 ara�nsre xd. NOCT:kradonca p1000 W/m•.Ambient iemperoWrc 20°C.Wind Speed I m/s. 13Pan xde yQ, y MECHANICAL DATA ImP Solar Cells Monocrystalline 156 x 156 mm(6 inches) 99213'.1 5 iww, V Cell Orientation 60 cells(6 x 10) Module Dimensions 1650 x 992 x 35 mm(65.0 x 39.1 x 1.38 inches) s4c«sedml Weight 18.6 kg 141.01b) n N,4a tRdNnvle Glass 3.2 mm(0.13 inches).High Transmission,AR Coated Tempered Glass A Backsheet While(DD05A.08(DU:Black(DD05A.05(11)) 8 Frame Block(DD05A.08(11),DD05A.05(IU) dame J-Box IP 67 or IF 68 rated ssTue Cables Photovoltaic Technology Cable 4.Omm'(0.006 inchii A41000 mm(39.4 inches) Connector MC4 Compatible or Amphenal H4/UTX Fire Type Type I or Type 2 I-V CURVES OF PV MODULE(295W) TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell Operalional Temperauret -40-*85°C ° Temperature lNOCT) 44°C(z 2'C) ° Maximum System Voltage 1000V DC [ sAs" Temperature Coefficient of P. -0.39%/°C IOOOV DC(UW(Uy _-. Temperature Coefficient of Voc -0.29%/°C Max Series fuse Rating 15A Temperature Coefficient of Isc 0.05%/°C o s e Is m a s ss te ro weer") WARRANTY Ii C U RVES OF PV MODU LE(295M 10 year Product Workmanship Werra my se 25 year Linear Power Warranty iwwr. (Please re ler to product warmnly br details) so PACKAGING CONFIGURATION u Modules per box:30 pieces or - _ i x. � Modules per 40'contalner.840 pietas E v s Is rs ss s° ss ro .s CAUTION:READ ORE USING THE mTrinasolar 026TTrima imnneervE pc ,om nduced in fhb do, hae ae subject to change without notice. Smart Enel9y Tagether Enphase Micro inverters Enphase M215 The Enphase M215 MicroinverterTM with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the advanced M215, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter.This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M215 integrates seamlessly with the Engage Cable TM, the Envoy Communications Gateway"", and Enphase Enlighten TM monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Maximizes energy production -No GEC needed for microinverter -More than 1 million hours of testing and -Minimizes impact of shading,dust, -No DC design or string calculation millions of units shipped and debris required -Industry-leading warranty, up to -No single point of system failure -Easy installation with Engage Cable 25 years UL � ENPHASEEMU Enphase°M215 Microinverter//DATA INPUT DATA (DC) M215-60-2LL-S22-IG, M215-60-2LL-S25-IG Commonly used module pairings' 190-270+W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA (AC) @208 VAC @240 VAC Peak output power 225 W 225 W Rated (continuous)output power 215 W 215 W Nominal output current 1.03 A(A rms at nominal duration) 0.9 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency ranges 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4 % Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -400C to+65°C Dimensions(W%HXD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 1.6 kg (3.4 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 Connector type M215-60-2LL-S22-IG: MC4 M215-60-2LL-S25-IG:Amphenol H4 FEATURES Compatibility Compatible with 60-cell PV modules. 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 Compliance UL1741/IEEE1547, FCC Part 15 Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 1.Suggestion only.Inverter self-limits DC inputs.Visit https://enphase.com/en-us/aupport/module-Qompatibility to determine module size compatibility. 2.Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.com E N P H AS E 2016-11-21 0 2016 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective ovmer. \/ IRONRIDGE Roof Mount System i ' i ,l } Built for solar's toughest roofs. 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 UL2703 system eliminates separate Twice the protection offered by module grounding components. competitors. XR Rail: XR10 Rail XR100 Rail XR1000 Rail Internal Splices -i I r., 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 I � T - 2- 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 Q T-Bolt Grounding Lugs U Accessories kit UJI& 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 Free Resources LIDesign Assistant A NABCEP Certified Training Go from rough layout to fully Iq ♦ Earn free continuing education credits, engineered system. For free. �•• while learning more about our systems. Go to IronRidge.com/rm ♦A Go to IronRidge.com/training 0 2014 ImnRidge,Inc.All rights resemed.Visit w�.Imnridgexom or caI]1-BGO-227-9523 for mom information.version 1.42 ,��_ 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: 6/27/17 Job#: Marchese Applicant: Apex Solar Address: 7 Herald Dr. Queensbury, NY 12804 Owner: Jason Marchese Permit #: SOLAR-000299-2017 Equipment Installed (6) Trina 275W Modules (6) Enphase M215 Micro-Inverters Ca0v ASOWAlle Steve Reynolds Electrical Inspector