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SOLAR-000149-2017 i TOWN OF QUEENSBURY i 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR.-000149-2017 Date Issued: Friday, July 6, 2018 This is to certifythat work requested to be done as shown b Permit Number q Y SOLAR-000149-2017 has been completed. Tax Map Number: 289.9-1-46 Location: 20 SULLIVAN DR Owner: DWIGHT CAMPNEY Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System 430 s.f. 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 6L Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000149-2017 Tax Map No: 289.9-1-46 Permission is hereby granted to: Demarse Electric For property located at: 20 SULLIVAN 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: DWIGHT CAMPNEY Solar Panel-Residential $19,000.00 Owner Address: 4 Vista CT Total Value $19,000.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Demme Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel System 430 s.f. No Rafter Upgrades $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,April 13,2018 (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 of ueensb / / hurs a , 'il 017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 4/7/17 Tax Map ID TAxMAP ID 289.9-146 Permit No. 5O1-AQ- 16A- 201 ZONINGt �'C1�At�_� I\ooi3 HIsTomc SITE —Yes _No APR Q 7 2 ' pp s SUBDIVISION NAME #_ TOWN OF QUEENSBU APPLICANT Apex Solar Power COMMUNI ELOPML It Cam ne ADDRESS 64 Main St., Queensbury, NY 12804 ADDRESS 20 Sullivan Drive, Lake George, NY 12845 PHONE (518) 309-2786 PHONE .(518) 796-4459 CONTRACTOR Demarse Electric Inc. COST OF CONSTRUCTION(ESTIMATED): $ 19.000.00 ADDRESS: 64 Main St., Queensbury, NY 12804 BUILDING ADDRESS: 20 Sullivan Drive, Lake George, NY 12845 PHONE: (518) 309-2786 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Greg Demarse(Demarse Electric Inc.) pHONE(518)309-2786 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1"floor sq.ft. V floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(Ir of cars_) Dock Pole Bam Porch-open "Porch—3 season,Covered,Enclosed Shed Other AccessoryStructure(s) 430 (3 arrays) " Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: Olivia Baitinger Date: 4/7/17 Signature: �� Date: 4/7/17 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 Apr. 28. 201710:40A MDIA No. 8182 P. 2/3 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. %xtAI that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical'Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Dwight Campney Dater 04/19/2017 Occupant: Solar PV System Location 20 Sullivan Drive Occupancy:Single Family Dwg. Queensbury,Warren Co. NY Applicant: Apex Solar Power 64 Main Street Queensbury, NY 12804 .. L Permit 000149-2017 No. Joseph A.Hofines - - - - .. . .. - - -145778208262 EL- - - - - - Equipment: - - 24-Solar Modules; 1 -6000 Watt Inverter; f AC Discorinect; 1 -Line Side Tap I This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,cca,pancy and above and the installation Inspected Be of the above noted date based on a visual ownership Be Indicated herein. Upon a change In the use.Occupancy or ovmemhlp inapeceon. No warranty is expressed or implied as to the mechanical safety,effi- of are property indicated above.this cerdricats shall be immediately null and void. Henry Or fitness of the equipment for any particular purpose. This cerlikeie shall In the event that this canifleste becomes invalid eased upon the move Conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,Including but not lim;t- Inspection Agency,Ina An application for inspection must be submitted to Middle ad to.the introduction of additioml electrical equipment and/or the replacement of Department Inspection Agency, Inc.to Initiate the inspection and ravalidation any of the components installed as of the above noted date,this certificate shell be process. A fee will be charged for Nis service. VIE 8 2017DLIEENSBUp J 8r CODES BAR r )4 Pex 86) . .. . . March 30,2017 289.9-1-46 SOLAR-000149-2017 Mr. Robert Reynolds Campney, Dwight Apex Solar Power 20 Sullivan Dr. 64 Main Street Solar Panels (no upgrades) 430 s.f. Queensbury, NY 12804 r�� RE: Solar Panel Project—Campney Project20 Sullivan Dr, Lake George, NY 12845 ENSBURY Dear Mr. Reynolds, CODES 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 structure proposed to receive the additional solar system dead load is a single family residence. The roof configuration,proposed panels and mounting systems are as follows: TOWN OF QUEENSBURY BUILDING & CO ES EPT. • Roof Plane 1(RP1)and Roof Plane 2(RP2) Raviewey: o Roof Structural System Date: _— �--� • 2x8 rafters spaced 16"on center,Southern Yellow Pine, No. 2 or better • Decked with%"OSB and a single layer of asphalt shingles o Proposed PV Modules and Mounting System TOWN OF QUEENSBURY • Trinamount Modules(or equivalent) BUILDING DEPARTMENT Based on our limited examination,compliance • IronRidge Roof Mount System(or equivalent) with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of • Roof Plane 3 (RP3) New York State. o Roof Structural System • 2x6 rafters spaced 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 • Trinamount Modules(or equivalent) • IronRidge Roof Mount System (or equivalent) 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057 000000aper -.- . - .. . 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. 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 systems RP1, RP2 and RP3 are adequate in regards to bending strength and deflection criteria to support the additional dead load of the proposed solar system in their current configurations. 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. 'I;�OF NEbjry P NER 4, O . x 9 q� °m . It ojr •.'�I 9) nd 2 ZN�610 095395 9OFESSIONP 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057 eX 518.309.2SUN(2786) so or 315.629.9SUN(2786) Apexsolarpower.com Project Name: Camoney.Dwight Project Address: 20 Sullivan Dr Lake George,NY 12845 Roof Plane 1&2 Rafters Rafter Size= 2 x 8 Rafter Spacing= 16 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 5.000 ft Rafter Btm Chord Length= 10.000 ft Measured Distance to Support= 0.000 ft Max.Rafter Span= 11.180 ft Total Rafter Length= 11.180 ft Roof Pitch= 6.000 :12 Roofing Roof Decking= OSB Roof Decking Thickness= 0.500 inches Purlins= n/a Purlin Spacing= 48.000 Inches on center Roof Covering= Asphalt Shingle #of layers= 1 Solar Info Proposed Solar Module= Trinamount Proposed Mounting System= IRONRIDGEXRS Loading Criteria Ground Snow Load,Pe= 50 Cold Roof? Yes Risk Category= II Terrain Category= B Exposure= Partially Building Height= <30 ft Basic Wind Speed,V= 90 MPH,3 second gust Deflection Criteria= 180 Roof Loading Summary Existing Roof Dead Load= 10.914 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 28.875 psf Resulting Wind Shear Force= 97.01 lbs/panel Resulting Wind Uplift Force= 194.03 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 518309.2SUN(2786) a p,aex 315.629.9SUN(2786) Apexsolarpower.com Project Name: Camonev.Dwight Project Address: 20 Sullivan Dr Lake George,NY 12845 Roof Plane 10 Roof System Dead Loads(DL)= 7.020 psf Rafter Weight= 3.776 lb/ft Rafter DL= 2.832 psi 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)= 28.875 psf Importance Factor,I,= 1.00 Exposure Factor,Ce= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C,= 0.750 Slope Roof Snow Load,P,= 28.875 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,0,= 12.34 psf Panel Length= 5.41 ft Panel Width= 3.25 ft Vertical Project Area,A„= 7.86 sf Horizontal Project Area,Ai,= 15.73 sf Structural Adequacy Total Dead Load(DL)= 9.990 psf= 13.320 plf Live Load(LL)= 28.875 psf= 38.500 plf Resulting Moment= 809.695 lb-ft= 9716.334 lb-in Section Modulus(5,,,)= 13.140 in' Resulting Bending Stress= 739.447 psi Load Duration Factor,Cp= 1.15 Repetitive Member Factor,Cr= 1.15 Design Value for Bending Stress,Fb= 1500 psi djusted Design Value for Bending,F,'= 1983.75 psi Elastic Modulus,E= 1.600 X le psi Deflection Criteria= 0.0621 ft Moment of Inertia(I„)= 47.6300 in 4 Resulting Deflection= 0.0199 ft Page 2 of 2 518.309.2SUN(2786) a p,.eX 315.629.9SUN(2786) Apexsolarpower.com Project Name: Camonev,Dwight Project Address: 20 Sullivan Dr Lake George,NY 12845 Roof Plane 3 Rafters Rafter Size= 2 x 6 Rafter Spacing= 24 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 3.000 ft Rafter Btm Chord Length= 9.000 ft Measured Distance to Support= 0.000 ft Max.Rafter Span= 9.487 ft Total Rafter Length= 9.487 ft Roof Pitch= 4.000 :12 Roofing Roof Decking= OSB Roof Decking Thickness= 0.500 inches Purlins= n/a Purlin Spacing= 48.000 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= 50 Cold Roof? Yes Risk Category= II Terrain Category= B Exposure= Partially Building Height= <30 ft Basic Wind Speed,V= 90 MPH,3 second gust Deflection Criteria= 180 Roof Loading Summary Existing Roof Dead Load= 10.914 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 34.650 psf Resulting Wind Shear Force= 68.60 lbs/panel Resulting Wind Uplift Force= 205.80 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 �( 518.309.2SUN(2786) ::.a psex 315.629.95UN(2786) Apexsolarpower.com Project Name: Camoney,Dwight Project Address: 20 Sullivan Dr Lake George,NY 12845 Roof Plane 3 0 Roof System Dead Loads(DL)= 5.620 psf Rafter Weight= 2.865 lb/ft Rafter DL= 1.433 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)= 34.650 psf Importance Factor,1,= 1.00 Exposure Factor,Ce= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C,= 0.900 Slope Roof Snow Load,P,= 34.650 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,Q,= 12.34 psf Panel Length= 5.41 ft Panel Width= 3.25 ft Vertical Project Area,A,= 5.56 sf Horizontal Project Area,Ah= 16.68 sf Structural Adequacy Total Dead Load(DL)= 8.591 psf= 17.182 plf Live Load(LL)= 34.650 psf= 69.300 plf Resulting Moment= 972.919 Ib-ft= 11675.026 Ib-in Section Modulus(S.)= 7.563 in' Resulting Bending Stress= 1543.703 psi Load Duration Factor,Co= 1.15 Repetitive Member Factor,Cr= 1.15 Design Value for Bending Stress,F,= 1500 psi djusted Design Value for Bending,Fy'= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0527 ft Moment of Inertia(Ia)= 20.8000 in a Resulting Deflection= 0.0395 ft Page 2 of 2 PHOTOVOLTAIC SYSTEM EQUIPMENT: I PV SYSTEM SIZE: MODULES: (24)TRINA TSM275DDO5.0501)II SYSTEMSISTC: 8.8kW 16kW INVERTER($): (1)SE6000A-US DC AC OPTIMIZER(S): (24)SOLAREDGE P300 SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM. Structural Only SOF NEkyy ,gyp YHER W O,fl yy Qmm1- m W am o I mO 085396 4.= V ApOFE55101\P e- xD POST IxBTALLe11XEYEe REOUIRkVi APPLICABLE CODES: 2016 IRC CODE 2015 NYS BUILDING CODE 2015NYS RESIDENTIAL CODE 2015 NYS PLUMBING CODE 2015 NYS MECHANICAL CODE 2014 NATIONAL ELECTRICAL CODE SHEET INDEX PV-01 COVER AND PLOT PLAN OQ PV-02 SITE PLAN.STRINGS.BOM Pw� PV-03 MODULE LAYOUT \� �V PV-04 THREE-LINEDIAGRAM SITE PLANc�00- SCALE: N.T.S. µ 3� REVISION NOrLS: DRYAWN DATE: PROPECTNAME: CLIENT: SCAIE •1 6 S.NY DR01 REV REV OV BAIT-BAIT- DIWIUP B0N E ' CAMPNEY-414721 GJAPNEY.OWiGHr �; �:• 4` ®• A ,R� RGR 3/21/17 ROOF MOUNT 20 SULLIVAN •�!• �� C Cm em��.NY U05f �� 610(1 WATTS W(E OEORGE.E.NV 1xNe DMWINO � NY: DAIS 51&IB4M5R NUMBEM1: Solar Power �' DRAUTNDm E: LAVER AND PLOT PLAN AV-01 ROOF3 SII TILT: 22' _ AZM:253' L — — PRDPERrvINE ®BUBPANEL ------ cONOI.RRU1 QBC gBtoxrrtti - aRNtwAr OrcwscorRrect ' � BaAR NoOUE Op HunaPRAce PAN¢®®ARlcrpx BOz o VRurr NBTRR ©uornromxD UNN B WNETER pcONBmE x D... CUSTOMER INITIALS: Structural Only •CEOF NE4yY �p YHFA W O i 0 g4G 9p 9'1` STRING2 A s A 14 MODULES ROOF 1 p O w I VE Z TILT:21' INPUT = 2 AZM:73' N O FOq 085305 yid �OFESSIONP ROOF TILT: 21' A2M:253' STRING 1 10 MODULES NVERTERI NPUT1 AC DISCONNECT MSP INVERTER AC DISCONNECT UTILITY METER NOTES: 1. BOB TO BE LOCATED EXTERNALLY ON THE EASTERN SITE PLAN DETAIL WALL NEAR EXISTING UTILITY METER 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING SCALE: N.T.S. WHENEVER POSSIBLE. • M51un 9eu5 REVISION NOTES: DRAWN DAM: PROMCTNAME: CLIENT: E�A�REV REVBY DATE DESCRRT1ON BYWPNEY.414T27 CMPNEYmGHT VSq,Rawl RGR 3/21/17 ROOF MOUNT MSULLIVAN DRV Fu:Spwve.NY 1]851�� EHE(% 8500 WATTS LWE GEORGE.NY 12845aDeBY: DATE:Solar Power eN091tB6 M,NO ES DMWMOTITLE: &FTE PLM],BOM,NOTES 15'45;'25' 10'-105x. 3' SHINGLE ROOF 1 SPECS 1145x'y32 RAFTER SUM: 2X5 RAFTER SPACING(In): iSOC ROOF MATERIAL: ASPHALT ARRAY 1 SPECS TILT r): 21 I \ AZIMUTH 1.1: 253 / SQUARE FEET(k2) 90 / \ AN A / n � Structural Only \ m '(EOF NEIyY yDpAs.OQHER W. . 0 v w i Z�FO 085399 \ p9pFESS1ONP W I 5'-105x:5V84. �„1M0UNTING DETAIL �• SCALE: NTS RRAY LAYOUT - ROOF 1 AaMUTH: SCALE: NTS sdv Motl ImnRHSe IDL108 R8 L-Fao FlmNng-Low Pm V Compoel1w5-'AG (Midmum 2.S Mnatl psneVaBon) 611.4m Seed REVISION NOTES: DRAWN DAZE: PROTECT NAMF,: CLIENT. SCALE: •y�•, .• QunuMcy,NY 12W REV REV BY DATE DESCRDnION BY: CAMPNEY-414]2) CAMPNEY,DWIGHT -apex �M�% M DR W RGR 321/17 V=WAROOF DNT L4KEGE GEORGE. ,,• Syms,NY1.W1I � fiE00 WATTS TAKE GEORGE.NY 12815 DMWING • : BY: DAIS: ?s• lar Power "°iBB15B " A8� DRAW GnTLE:— 8'•77 ' 7g•{�• g•-7 SHINGLE ROOF 7 SPECS RAFTER SIZE: 2X8 RAFTER SPACING(In): 1SOC ROOF MATERIAL ASPHALT ARRAY 1 SPECS Ir TILT P): 21 N AZIMUTH(•): 73 SQUARE FEET(R2) 90 m Structural Only S.OF NEWY PNER W O " ¢ m ymmO�o 005395 ]o �OFESSIONP r,-ARRAY LAYOUT - ROOF 2 N 1 /AZIMUTH: SCALE: NTS REl7$ION NOTES: DRAWN PROXCTNAME: CLIENT: SCALE: ` : 61 Meln Suer BY: DATE. GIMPNEY-A14Yn ONAPNEY,OWIGHT Qu[embwy,NY 13806 REV REV BY DATE DESCRIPnON e•'• �B:.a ple x 66b01eY eueA RGR 327H] ROOFMOUNT 20 SULLIVAN DR •. Eue Syneuee.NY DO51 CHECKDATEfi800 WATTS LAKE GEORGE.NY 11815 DRAWING.uIN6BY:ar Power 0181 270 _ DRAW oTULE: — 3'-75xa�' 22'-1154y' 3-75;fie SHINGLE ROOF T SPECS FTER SIZE: 2R6 n 23'-55s;}/4' '�-FTER SPACING fin): 2lOC OF MATERIAL ASPHALT 'RRAV 1 SPECS PLT('): 22 AZIMUTH 1-): 253 SQUARE FEET(R2) 90 StNCtuml Only ill g SOF INE " R N, a A PQQHER y O ff m v -ni � w NY NY NY m i ZmFO 09539Ah Xh 5 ?O p�OPESSIONP G�2—_ III ii I it 1 RRAY LAYOUT - ROOF 3 N AM MUTH: SCALE: NTS 1 6C Mnn SeeM REVISION NOTES: DMWN DATE: PROSECTNAME: CLIENT: SCALE: { DuemS�ry,NY I]551 REV REV DV DATE OESLRiPT10N BY: CAMPNEY-4147V CMIPNEY,DVAGHT ",♦� +� A � 56601M,P�1 PER 32V1T ROOFWATTS - EGEOR E. c� C EGa Synvwe,NY IJOST DR CHECIL B59p WATTS MAKE GEORGE.NY 1]815 pMWING we�pawlmPo�n<mn DATE: • BY: 51&]98J<59 �ER: Solar Power ISte})D9 ST55 DMWRJO TITLE — pY6DE1tWM2•al@FON FACx B81R PN020YOLTAICA<wxONW= M0016E EIECIWGLeYEpDGTxM1S INWFIMRarepHCANONa Immox CONDmoxe ELECTRICAL KEY: A 30AREDOBMUIH MA%IMUMAC OPEMTHO CVRRENf 25A (24)TRINAMN275DOM Wl) SOWIFD0E SE..S HIOHEBT 2%DB DESIGN TEMPI•Ck 31 n BREAKER Vgp.255V NOM HALOPEMTNGACVOLTAOE NW a1plllpRCUR CURRENJas[k 93a RATED WATTB IEALNI. KO MN AffIH EXJREAE IHNUPI OB('Ck .25 -�_ WATCH Vmu•saW O CIRCURVOLTAGEN=t 33.a AC OPERATING vM.F rvt 240 0 SCREWTERMINAL JNPUIS WIM NO STRINOCONBIIUIN)Na OPERATING CURRENJ(IWt &29 ACOPERATNGCURRENT(A): 25 m FUSE • SPLICE Npp•a.SA OPE WV TAGE(WPY. 31A NUMIER OF MFPT CIMN1ffI8 2 r EARTH GROUND IR:•tt2aA I2WRMR EF1IC184CY: .eeo m CHASSIS GROUND RiV2!WIJN DJ sTRIxD coLalruTNxe INtEGRATED Oc wscorlNELT _—_GEC k •17A —EGC Ne•uBA (4)#10 PV-Wim (3)#6 THHN (4)#10 THHN (1)#6 THHN GRD (3)#4 THHN (2)#6 BARE GRD (1)#6 THHN GRD 34C ENT (1)#6 THHN GRD FREE AIR 3/4'EMT 1-EMT METER NEMA 311 UL LISTED SOLADECK BOX SOLAREDGE SESDDOA-US AC DISCONNECT ON ROOF INVERTER WITH INTEGRATED 60AMP SERVICE DC DISCONNECTS RATED FUSABLE i STRING OF 7 (2)-35A FUSES 10M0DULPS L 1-QINPLITI PIERCING TAPS �DC^ _AC OUTPUT OAD UNE �________ ___ 200AMSP 1 STRING OF t -L _ _ ``Q-INPUT 2 2W 14 MODULES 200A MAIN BREAKER ALL MODULES EQUIPPED GSM I WITH SOLAREDGE CELLULAR 1 PM OPTIMIZERS COMM.KIT E))LOADS 1 i I E)LOADS i 1 DEC I I CED TOEXSnNGGIIBLYSPDND TOENSTNG GECORBONDED DIRECTLY ET — GROUNDINGG ELECTRODE CONDUIT ELEVATION:112 TO&IW=22'C HIGH AMBIENT TEMPERATURE:31'C 2240 008 1.2200(MC40AS) URRENT 25A ROOFTOP AMBIENT TEMP:53'C=0.76 MAX ALLOWABLE EAC MAXSOLDESIGN CURRONT=MAX 126.3 .25A= MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=25A X 125=3125A=35A BREAKERIFUSES CONDUIT FILL 1 61Mue seen REVISION NOTES: DRAWN DAIS: PRO)SCT NAME: CLIEM: SCALE Q..'M.Wuw REV REVBY DATE DESCRIPTION 9Y: CAMP61EY-414727 CAAPNEY.WSW 66m J%� ROOF MOUNT aSULLIVAN DR <'u"""'r°'^°""�`<'u•^'e°'"'.""'""""T^ Gasl—.NY M57 C�xLy BBDO WATTS LAKE GEORGE.NY 12915 DRAWOIG Wa�gvwlupo=vavm BY: DATE: 518-7854458NUMBm (SJBfJ09Stea DRAW WO TITLE: — Mono Multi Solutions THE A I.MAX '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 • Low thermal coefficients for greoler energy produciion al high 18.0% operating temperatures MAXIMUM EFFICIENCY Highly reliable due to stringent quality control [%�I Over 30 in-house tests IJV,TC.HF,and many more) O Fir+5 W i—I • In-house testing goes well beyond certification requirements POSITIVE POWER TOLERANCE • ioo<ELdouble inspection Certified to withstand challenging environmental conditions I I .' 2400 Po wind load c - , r .:u I c "J,h'- i Jnr: 5400 Pa Snow load c able .o :r,, u,,e 35 mm hailstone,at 97 km/h In eocl:cuslonier in colt,n:aikel and svpplercent our innovative, relioble products with the backing of Irina as a strong, bankable partner. We ore committed to building strategic. muhially beneficial collaboration with inslailers. devclnme,. distributors and other un[nec as the bockbane of am shored success+r driving$mart Bncrgy Togefha,. Who Soler Limited Comprehensive products and system certificates www.hinasolrn.con. • IEC 61215/IEC 61730/UL 1703/IEC 61701/IEC 62716 ❑NIARPERFORMANCE WARRANTY 150 9001:Quality Management System ra...,.,o� .r�•.. rxs..,:r::,,:��..,e.,,,n 15014001.Environmental Monagemerif System • ISO 14064:Greenhouse Gases Emissions Verification • OI'IS=.S Occupation Health and Safety Management System Asti cLUSTEsus \ � C E ®i �� PV`iLE Trinalsolar \ Smart Energy Together THE AL[MAX'1pLU5' MODULE PRODUCTS POWERRANGE ELECTRICAL DATA(STC) TSM-DO05A.08(il) 275-295W Peak Power Watts-P-(Wp)' 270 275 280 285 290 295 TSM-DOOSA,D5LI1) 270-290W Power Output Tolerance-Pmx(W) 0--5 Maximum Power Voltage-VAer 1V) 31.2 31.4 31.7 31.8 32.2 32.5 Maximum Power Current-l: (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 unit:mm/Inches Short Circuit Cunent-he(A) 9.18 9.26 9.35 9.45 9.50 9.55 upID Module Efficiency 9^(%) 16.5 16.8 17.1 174 17.7 18.0 Iv@ wnobn eo. SW:Inosonce 1000 W/ml.Cell Temperature 2500.Air Mass AM I.S. .66 'Test mleronce:t3R. NaneWae ELECTRICAL DATA(NOCT) 7 Maximum Power-Praev(Wp) 201 205 209 212 216 220 Al lA o Maximum Prover VORage-v.IV) 28.9 29.2 29.4 29.6 29.9 30.2 b Maximum Power Current-IwP(A) 6.96 7.02 7.10 7.17 7.23 7.28 Be Open Circuit Votloge-Vac(V) 35.7 36.0 36.3 36.6 36.7 36.9 aua Short Circuit Current-Ise(A) 7.41 7.48 7.55 7.63 7.67 7.71 1 wPee I yy NOCT:Iaatllanca at 800 W/m'.Amblent Temperalme 20'C.wind Speed lrefs. 442 MECHANICAL DATA Solar Cells Monocrystalline 156 x 156 mm(6 Inches) w7/n t e«www Call Orientation 60 calk(6:10) Module Dimensions 1650•992-35 mm(65.0 x 39.1 x 1.38 Inches) skcroseean Weight 18.6 kg(41.0lb) Glass 3.2 mm(0.13 inches).High Transmission.AR Coaled Tempered Glass A,I Backsheet White(DD05A.08(II)):Block(DD05A.05(II)) R Frame Black 1DD05A.08(li).DD05A.05(Ill) hens J-Box IP 67 or IP 68 rated ssP�S Cables Photovolto lc Technology Cable 4.Omm2(0.006 Inches?), AA 1000 mm 139.4 Inches) Connector MC4 Compatible or Amphenol H4/UTX Fire Type Type I or Type 2 I-V CURVES OF PV MODULE(295W) TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating CellOperational Temperature .40-A850C -- - Temperature(NOCT) 440C132'C) V DC Temperature Coefficient of P. -0.39%/0C Maximum System Voltage ��V DC JUL)(lEC) Temperature Coefficient of Voc -0.29%/0C Max Series Fuse Rating 15A s Temperature Coefficient of Ise 0.05%/'C a v e Is n n a u ve c a wxw0 WARRANTY P-V CURVES OF PVMODULE(295W) TO year Product Workmanship Womanly 25 year Linear Power Warranty zO rmes - IPlearerelerto ProductwarranlYfordetallsl 15 as - PACKAGING CONFIGURATION as Modules per box:30 pieces w Modules per 40'container.840 pieces o e m Is x n x . w a •0e0rm ON CAUTION:READ PRODUCT.02na wLLSAFETY All rigenmel Specifications Included a Ise daashetam subject to chanes without notice. Smarr En ergy Together solar - • • ! • SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US/ SE6000A-US / SE7600A-US / SE1000OA-US / SE11400A-US �averfe� m 25 � W12R30 ti , 0 The best choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011690.11 compliance - Rapid shutdown for NEC 2014 690.12 — Superior efficiency(98%) — Small, lightweight and easy to install on provided bracket — Built-in module-level monitoring - Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS- UK-ISRAEL www.solaredge.us so I a r�t­_ ), Single Phase Inverters for North America ;•�; SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE1000DA-US/SE11400A-US 5E3000A•US SE3800A-US I SE5000A-US SE6000A-US SE7600A-US SE1000DA-US SE110,00n-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ ............... ................. . .10000,@240V.. . Max.AC Power Output 3300 4150 5400 @ 209V 6000 835010800 @ 208V 12000 VA ........................................... ................ ............... .5450,,@240V.. , 10950,@240V.. .................. ........... ............... ................ . .. ... AC Output Voltage Min:Nom:Max.l^ J ✓ 183-208-229 Vac ........................................... ................ ............... ................. ................ ................ .................. .................. ........... AC Output Voltage Min:Nom:Max!n ✓ ✓ J ✓ J J J 211-240-264 Vac ...................................i....... ................ ............... ................. ................ ................ .................. .................. ........... AC frequency Min:Nom:Max.' 59.3-60-60.5 Hz ............... ous....................... ................ 24 @ ZOBV 48 @ 208V Max.Confinuous Output Current 32 125 ............................... .. 16 25 47.5 A 21 240V 42 240V... .................. ........... GFDI Threshold 1 A ........................................... .......................................................................................................................... ........... Utility MonitPring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT — Maximum DC Power(S7C) 4050 5100 6750 8100 10250 1350015350 W Transformer less,Un rounded Yes Max.Input Vet ta.&?..................... ..........................................................500 Vdc.... .......................................................... ....... Nom.DC In Put Voltage................. ................ ....... ....... ............325 @ 208V/350 @ 240V Vdc Max.Input Curremb) .................. ......9.5.......1......13......1.15 .......18......1.......23....... 34.5....... ...Adc.... ......................... Maz.Input Short Circuit Current 45 Adc ........................................... .......................................................................................................................... ........... .. .. e:Pol...yProtection ..........................................................Yes........................................................... ........... ............ . Ground-Fault Isolation Detection 600ka Sensitivity ...........nInto.......................... ................ ............... . ........... ................ .................. .................. .....a..... Maximum Inverter Efficiency.......... .....97:x...... .....98:2..... ......98:3...... .....9fl:3...... ......98...... .......98........ .......98........ ....?:..... ............................ CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 97.5 97 @ 208V 97.5 % ........................................... ................ ............... ..9$.,2.5 ... ................ ................ ..97.5.@.240V.. .................. .. 'W.... NI httime Power Consumption <2.5 r4 W ADDITIONAL FEATURES Supported Communication Interface__s R5485,RS232,Ethernet,ZigBee(optional) .. ................. .... . ..................... ........ . . ... Revenue Grade Data,AN51 C12 1 Optional°' Ra pid Shutdown–NEC 2014690.12 Yes STANDARD COMPLIANCE Safety.......... ...............................UL1741,UL3699B,.UL1998;CSA 222 ........................................ ........... Grid Connection Standards IEEE1547 ........................................... ..................................................................................................................................... Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8.3 AWG .......................... .. .................................................... inim ...........ring...... ........... DC input conduit size/tl of strings/ 3/4"minimum/1-3 strings/ AWG ran a 3/4"minimum/1-2strings/166 AWG ...........g.............................. .................................................................................... ............ 14,-6 AWG............. ........... Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.Sz12.5z10.5/ ................................ ................................ ................................................... ..........775 x 315 x,Z617.......... ...mm.... Weight with Sa(etY Switch............. ..........51.2/23,2.._._,,...I_,,...._„__,..,.,,54.7/24.7. ..,........88;4/,40;1,,,,,,.,,,,.. Ib%kB... ... ................ . ..... Natural convectlon Cooling Natural Convection and internal Fans(user replaceable) fan(user ........................................... ................................................................... re laceable Noise <25 <50 dBA Min.-Max.Operating Temperature -13[o+140/-25 to+60(40 to+60 version available°) •F/•C ­Ran Protection Rating NEMA 3R In For of higher current source m Please mnraa inverter v support. IrlA highercurrentsource maybe used;rheiONNRlwill76O WInputcurrentto rhe 002N luted. ISI Revenue gra del SE r—A La:oarui A U5000N 0W invert 00W I00A U 002NNA-05003NNR2). 4I.90 version P/N:SEvvxxA-US(gONNU4(for]600W InverreuSE]600A-U5003NNU9i. ISM SUDSPEC R logo,oHS OPTIMIZED BY SOLAREDGE G2, • solar - . • SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 • • • oxo �Wacro r PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us so I a r ' • • T SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 P400 P405 (for 60-cell modules) (for high-power (far 72&96<ell (for thin film 60<ell modules) modules) modules) INPUT .Rated Input DC Powerl'I................. ...........300............ ...........320 .... ............ ...........400 ... ...... ..... ... ..405............ .....W...... Absolute Maximum Input Voltage 48 80 125 WE ..{Vpc at lowest temperature)........... . .......................... .............................. ............................ ............................ .............. MPPT Operating Range................. ........................8-148 -80........... ....... 12.5-105 Vdc..... Maximum Short Circuit Current(Ist), ,, 10 ,,,........11 10:1 Ac .................... . .......... .. .... ............. ............ . ............ ... .Adc..... Maximum DC Input Current............ ...........1?:5......................13.75................................... 12:63......................... ....Adc..... Maximum EfficiencY..................... .............................. .......99;5 % .. . . .......... ................. ....................................................... .............. Weighted Ef(iciencY.................. 98.8....................................................... .....%...... .... ............................................................ Overvolta a Cate or II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc ........... ........ .................................. .......................................................... Maximum Output Voltage 60 I 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer STANDARD COMPLIANCE EMC........................................ ............................FCC Part15 Class B,,IEC61000-6-2,IEC61000:6-3............................ .............. Safety...................................... ....................................IEC62109-1(class II safety),,UL1741.................................... .............. ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System VoltaBe... ......................................................1000....................................................... ....Vdc . pa Comtible inverters All SolarEdge Single Phase and Three Phase inverters 128x 152 x 27.5/ 128x 152x35/ 128x 152x48/ Dimensions(W zLz H) 5x5.97x 1.08 5x5.97x1.37 Sx5.97x1.89 mm in ............................................... ......................................................... ............................ ............................ .............. Weight(including cables)............... ................. .....760/1.7....................... ........830/1:8......... ....... 1064/?.:3........ ...gr.OI? In ut Connector MC4 Compatlble P. ................................. .................................... ........................................ .............. Output.Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length..................... ......................0:95/3.0.......................I.......................1:?....3:9........................ ...!n./.ft.... Operating Temperature Ran.?......... . .. ..............fi0-.+85/'40-+185............................................. ...�0.�.�F.... ......................... .. Protection Ratin......................... ................................................IP68/NEMA6P ................................................. .............. Relative HumiditY........................ ............... 0-100..................................................... .....%....... .................................. .... . °o Raied SrC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTERIgI SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length 810. 18 ..{Ppwer,Optimizers)...................... ..................................... .................... ................ ..................................... .............. Maximum String Length 25 25 5o „(Power Optimizers)...................... ..................................... ..................................... ..................................... .............. . Maximumw Poer per.Strin............. .......I.......5250............... ...............6000............... ............... 2750. W. ..... Parallel Strings of Different Lengths Yes or Orientations ......otallowed ................................... ................................................................................................................. .............. �°�It ix not allowed to mix P'4'05' 005 wuh P30g/PdOP/P6it0/P>Oa In' n onesidng. r(E ®R OPTIMIZED BY a IRONRIDGE Roof Mount System i 4 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 i 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. XR10 Rail XR100 Rail XR1000 Rail Internal Splices i ............... --- 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 a Accessories _�� --.&- UA& 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 Design Assistant 4 NABCEP Certified Training — Go from rough layout to fully v > Earn free continuing education credits, ,_ _ _ engineered system. For free. ��► while learning more about our systems. _— Go to IronRidge.com/rnn ♦ Go to IronRidge.com/training @2014 hronRidge,Inc.All rights reserved.Wart�Jnmridge.com or call „ ,��_