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SOLAR-000249-2017 TOWN OF QUEENSBURY „ 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 s Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-000249-2017 Date Issued: Friday, August 4, 2017 This is to certify that work requested to be done as shown by Permit Number SOLAR-000249-2017 has been completed. Tax Map Number: 295.7-1-6 Location: 1176 WEST MOUNTAIN RD Owner: CARL BORGH 111,Michelle Borgh Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System No Rafter Upgrades By Order of Town Board TOWN OF QUEENNSSBU/RJY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000249-2017 Tax Map No: 295.7-1-6 Permission is hereby granted to: Apex Solar Power For property located at: 1176 WEST MOUNTAIN RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: CARL BORGH III Solar Panel-Residential $24,000.00 Owner Address: 1176 W Mountain RD Total Value $24,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demarse Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 25,2018 (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 exp/trq)tion dAate.) OZ Dated at the Town of eensbu ; : �/turs y ,2017 SIGNED BY: ����((//// /� for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 5/8/17 Tax Map ID TAx MAP ID 295.7-1-6 Permit No. Permit Fee ZONING Rao Fee HISTORIC SITE —Yes _No A vats SUBDIVISION NAME Lot# APPLICANT Apex Solar Power OWNER Carl and Michelle Borgh ADDRESS 64 Main St., Queensbury, NY 12804 ADDRESS 1176 West Mountain Road, Queensbury, NY 12804 PHONE (518) 309-2786 PHONE (518) 792-5771 or(518)791-9200 CONTRACTOR Demarse Electric Inc. COST OF CONSTRUCTION(Es7lmATED): $ 24,000.00 ADDRESS: 64 Main St., Queensbury, NY 12804 BumDINGADDREss: 1176 West Mountain Road PHONE: (518) 309-2786 CONTACTPERSONFORBUILD/NG&CODEsCOMPLIANCE Greg Demarse (Demarse Electric Inc.) PNONE(518) 309-2786 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 13'floor sq.ft. 2ntl floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars_) s Dock Pole Barn SBURY Porch-open UI DING&COD ••Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) P25 sq ft(3 arrays ••Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone pECLARAnOM. 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: 5/8/17 Signature: Date: 5/8/17 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 518.309.2SUN (2786) pex F LI E COPY ': . . : r . - .. ase on our iimi au examination,compliance with our comments shall not be construed as May 8,2017 indicating the plans and specifications are in full compliance with the Building Codes of Mr.Robert Reynolds New York State. Apex Solar Power 64 Main Street 295.7-1-6 SOLAR-000249-2017 Queensbury, NY 12804 Borgh, Carl & Michelle 1176 W Mountain Rd. RE: Solar Panel Project—Borgh Project Solar Panel Syste 525 s.f. 1176 West Mountain Rd, Queensbury, NY 12804 I O�/I OF QU BUILDING & 0 Dear Mr. Reynolds, Reviewed B Date. I have completed the structural adequacy review for the above referenced project. I determine hether 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 barn structure. The roof configuration,proposed panels and mounting systems are as follows: • Roof Plane 1(RP1),Roof Plane 2(RP2)and Roof Plane 3(RP3) o Roof Structural System • 2x8 trusses spaced 24" on center,Southern Yellow Pine, N 2 oi but 22 er—�-- ---— • Decked with Y"OSB and a single layer of asphalt shingles E C E. O W E � • Trinamount Modules(or equivalent) • IronRidge Roof Mount System (or equivalent) radAY 15 2017 I 6 TOWN OF QUEENSBURY BUILDING&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 518.309.2SUN (2786) .0 00 a Molex315.629.9SUN (9786) r . owe 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. of: NEwy PHER W to woO e 90 9� k �� e m n Olt' • �� 91 U. , W'1 2 095395 Q� v 9�FESSIONP 64 Main Street, Queensbury. NY 12804 6660 Joy Road, Syracuse. NY 13057 518.309.2SUN(2786) lex 315.629.95UN(2786) Apexsolarpower.com Project Name: Borah,Carl Project Address: 1176 West Mountain Rd Queensbury,NY 12804 Roof Plane 1&2 Rafters Rafter Size= 2 x 8 Rafter Spacing= 24 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 3.000 ft Rafter Btm Chord Length= 8.000 ft Measured Distance to Support= 0.000 ft Max.Rafter Span= 8.544 ft Total Rafter Length= 8.544 ft Roof Pitch= 4.500 :12 Roofing Roof Decking= Plywood Roof Decking Thickness= 1.000 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,Pg= 50 Cold Roof? Yes Risk Category= 11 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= 33.206 psf Resulting Wind Shear Force= 76.17 lbs/panel Resulting Wind Uplift Force= 203.12 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets DeFlection Criteria= Page 1 of 2 518.309.2SUN(2786) ..-.-apex s315.629.9SUN(2786) ourer Apexsolarpower.com Project Name: Borah,Carl Project Address: 1176 West Mountain Rd Queensbury,NY 12804 Roof Plane 10 Roof System Dead Loads(DL)= 7.826 psf Rafter Weight= 3.776 lb/ft Rafter DL= 1.888 psf Roof Decking DL= 3.438 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)= 33.206 psf Importance Factor,1,= 1.00 Exposure Factor,C,= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C,= 0.863 Slope Roof Snow Load,P,= 33.206 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,= 6.17 sf Horizontal Project Area,Ah= 16.46 sf Structural Adequacy Total Dead Load(DL)= 10.796 psf= 21.593 pif Live Load(LL)= 33.206 psf= 66.413 plf Resulting Moment= 803.047 Ib-ft= 9636.567 Ib4n Section Modulus(S„)= 13.140 in Resulting Bending Stress= 733.376 psi Load Duration Factor,Co= 1.15 Repetitive Member Factor,C,= 1.15 Design Value for Bending Stress,Fp= 1500 psi djusted Design Value for Bending,Fy'= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0475 ft Moment of Inertia(I.)= 47.6300 in Resulting Deflection= 0.0115 ft Page 2 of 2 518.309.2SUN(2786) =::a pex 315.629.9SUN(2786) Apexsolarpower.com Project Name: Borah,Carl Project Address: 1176 West Mountain Rd Queensbury,NY 12804 Roof Plane 3 Rafters Rafter Size= 2 x 8 Rafter Spacing= 24 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 5.000 ft Rafter Btm Chord Length= 8.500 ft Measured Distance to Support= 0.000 ft Max.Rafter Span= 9.862 ft Total Rafter Length= 9.862 ft Roof Pitch= 7.059 :12 Roofing Roof Decking= Plywood Roof Decking Thickness= 1.000 Inches Purlins= n/a Purlin Spacing= 48.000 inches on center Roof Covering= Asphalt Shingle tt of layers= 1 Solar Info Proposed Solar Module= Trinamount Proposed Mounting System= IRONRIDGE XRS Loading Criteria Ground Snow Load,P.= 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= 26.837 psf Resulting Wind Shear Force= 109.99 lbs/panel Resulting Wind Uplift Force= 186.98 lbs/panel Strucutral Adequacy Roof Meets BendingCriteria= Roof Meets Deflection Criteria= Page 1 of 2 Y 518.309.2SUN(2786) a p„ex oorer 315.629.9SUN(2786) Apexsolarpower.com Project Name: Borgh.Carl Project Address: 1176 West Mountain Rd Queensbury,NY 12804 Roof Plane 3 0 Roof System Dead Loads(DL)= 7.826 psf Rafter Weight= 3.776 lb/ft Rafter DL= 1.888 psf Roof Decking DL= 3.438 psf Purlln Self Weight= 0.000 lb/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)= 26.837 psf Importance Factor,1,= 1.00 Exposure Factor,C.= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C,= 0.697 Slope Roof Snow Load,P,= 26.837 psf Wind Load(Per ASCE 7-10) Directionality Factor,Kd= 0.85 Topographic Factor,KH= 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„= 8.91 sf Horizontal Project Area,Ai,= 15.15 sf Structural Adequacy Total Dead Load(DL)= 10.796 psf= 21.593 pif Live Load(LL)= 26.837 psf= 53.674 plf Resulting Moment= 914.955 lb-ft= 10979.458 lb-in Section Modulus(S.)= 13.140 in Resulting Bending Stress= 835.575 psi Load Duration Factor,Co= 1.15 Repetitive Member Factor,Cr= 1.15 Design Value for Bending Stress,F6= 1500 psi djusted Design Value for Bending,Fy'= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0548 ft Moment of Inertia(I„)= 47.6300 in Resulting Deflection= 0.0175 ft Page 2 of 2 PHOTOVOLTAIC SYSTEM EQUIPMENT: SYSTEM SIZE: PV MODULES: (30)TRINA TSM275DD05.05(II) INVERTER(S): (1)SE7600A-US DC I AC kW STC: 8.25kW\7.6kW OPTIMIZER(S): (30)SOLAREDGE P300 SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TED SOLAR PV SYSTEM. �O Structural Only Q„ <�OF NE{yY ?� PHER OW O 2yAOY '9pm91- O� n UY W m i 2 O CO mFOq 085398 Q2 V �OFESSIONP i POWNSTLL WREYESREGUREDi 71 En APPLICABLE CODES: 20161RC CODE 2015 NYS BUILDING CODE 2015 NYS RESIDENTIAL CODE 2015 NYS PLUMBING CODE 2016 NYS MECHANICAL CODE 2014 NATIONAL ELECTRICAL CODE SHEETINDEX PV-01 COVER AND PLOT PLAN PV-02 SITE PLAN,STRINGS,BOM PV-03 MODULE LAYOUT W-04 THREE-LINE DIAGRAM SITE PLAN SCALE: N.T.S. y1My„yyNt REVISION NOTES: OMWN DA.�: PROIECI'NAME: CLIN7f: SCALE: _ ♦ QunuMvy.NV DMI REY REVBY DATE DESCRDTION 9Y' BORGH-414828 BORGH,GAL �•• ••�: a ex .As ,S yMOM.RN4 RGR S/SH] ROOF MOUNT IIM6 STMOUNTAINRD Eu�Syn�ue,NY lIOSi 82WWATTS OVEENSB 1 NY 12801 CHECK DATE: DRAWING Solar Power W to weNn 96 m BY. PLOT NUMBER DMwINO TRLE: COVER AND PLOT PIAN FW-01 - - vBovmrvLv� ®=��RE1 LddTRUI ©CC RSC«LtECI B10VFNAi QACD19CpQIEGT o p RuxsewcB v.WEL®0'" ''1O11Bp1I � �ury uErw 53uwraax5 urar ROOF 8 w'.—' �cauaxEn aoz TILT:12' ❑aoov°B°raucD°" ARI:325' CUSTOMER INITIALS: Structurel Only SOF NElyy pPNER W 09 A 90 ROOF SUB PANEL ♦0 RTILT:12- m ARI:145Ep— I E • AC DISCONNECT Z�FOq 085385 y4.= AC DISCONNECT �OFE5510NP STRING 1 SUB PANEL 5 MODULES NVERTERI INPUT 1 I ROOF 3 TILT:63' AZM:145' STRING 2 15 MODULES INVERTERI INPUT 2 INPUT 2 NOTES: 1. BOB TO BE LOCATED INTERNALLY ON NORTHEASTERN SITE PLAN DETAIL WALL NEM TO EXISTING SUB PANEL. $GALE: N.T.S. 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING WHENEVER POSSIBLE. y� 5�y REVISION NOTES: DMWN DATE: RROIELTNAMB CLIENT': SCALE Res ���. Qunebmy.RY I18Bt RLN REVBY DATE Dwxff IDN BY: SORGH-414 BORGH,CARL e R' ,.. Pso, R: 515DA ROOFMOUSNS12PrtSmvw.S DM) CHECK 8250 WATTB OUEENSBURY.S 128WBY. DATE:ar Power "'"� "" 6.NOT S PV-m OMBRIO'RIIE SHE PLAN,BOM,NOTES PU4# SHINGLE ROOF 1 SPECS ]'-6' 1•{• RAFTER SIZE: 2XS 27'-2• RAFTER SPACING(in): 24 ROOF MATERIAL: ASPHALT Ar 2T-e- ARRAY 1 SPECS nLT(ry: u AZIMUTH Iry: 145 SQUARE FEET(112) 175 Structural Only o OF NEW DVHER IV�0,9 _2 U y � O w 2 y�FOq 08530 X020 pOFESSIONP MOUNTING DETAIL scALE: NTs RRAY LAYOUT - ROOF IN Rev B AZIMUTH: SCALE: NTS IrunRMRe XR-1 W Ae Lf FlBSNig-Low Profit ComgeBe 6M1Bpl 5118'LAG IMwmm 2SMraaE gmeatlonj M MW SeeC REVISION NOTES: DRAWN DATE: PROIELT NAME: RIERT:. E-- BORGH.41� e `� Quambey.NY I2RN AEV REV BY DATE DESCRIPGON BY' BORON,CARLpex ROR 576/17 ROOFMOUNT 1176W 140UNTAMRD E•n cyn�we,Ny Dp3i cUC DAIS: BMWATTS OUEENSSURY,NY 128MSolar PowerBY: 518-]82-6771 SHINGLE ROOF 1 SPECS 2r-2' i'A' RAFTER SEE: 2118 RAFTER SPACING(In): 24 2r-8' ROOF MATERIAL: ASPHALT ARRAY 1 SPECS TILT 0: 12 AZIMUTH('): 143 SOUARE FEET(N2) ITS n Struclurel Only i �Z�OF NEµy p& R W O•D y 1 9 r U y ¢ 2 ymm0< 085395 �OFESSIONP �ARRAYLAYOUT - ROOF2 N 1 AZIMUTH: SCALE: M$ �pccjj Nnlw Scat REVISION NOTES: DM— DATE: PRDIECTNAME CLIENT: ECA120 REV REV DY DATE OESCRRTION ' RDRGH-414 BORGH.6M5An,R� RGR 5ISH7 ROOFMOUNT IIMWESTI O TAINRD R�"a peX PaSy�-ue.NY DM) DI6CIC DAre. �5p WATTS W NSSURY.NY 12M` Solar Power � 61&)B2dT)1 OMWINO TRLE: — SHINGLE ROOF 1 SPECS RAFTER SIZE; IRS zr-z• 1•-5• RAFTER SPACING(in): 24 ROOF MATEPU : ASPHALT 2rd' "f! ARRAY 1 SPECS TILT('): U AZIMUTH 1145 SQUARE FEET(RI) 175 Struduml Only �EOF NEW Y y,�p-�OQHER N•gO'9 r U 9 Q n W m 2 ZNFOq 005395 4��0 �OFESSI10 -ARRAY LAYOUT - ROOF 3 pQ AZIMUTH: SCALE: NTS 61Mtln Sevet REVISION NOTES: DRAWN DJAM: CLIENT: 7�ALE!l ! REVBY DATE DESCRIPTON BYBORGN-/1/828 BORGH.{ ,� RGR 51W17 ROOFMOUNT 1178WESTMOUNTAINRD �� WATTS WEENSBURY,NY 1200/ •�,,�' Solar Power O1WeHsl m BV: DAA' S1&)Y2dT1 NUMBER DRAWWOTTRE: — monex -ONEPOA"CHIWUT PxorovOLTAIC AC mcommu MDDOIE EIECTweu emE TIGxe wYMflen SPIWIBCATwxs DEewNCOxdnoxe ELECTRICAL KEY: ILLLSOLAREOGEINPU MAxIMIIM M'aPEMnN3 CURRENT M (e+)TRJMTe1R>SGYv Wl) spARED0E SE1 s MOHEST2x OB 0E51GN TEMP rCk 31 11 BREAKER Vop -wow NOMN OPEMTNO AC VOLTAGE 21W SN TCIRCURCU IBW(Iw): 8.28 MTED WATTS(EACH): 7w0 WN.MENN E%iREME PNNUAL OBI'Ck .29 SWITCH Vnw•60W OPENCIRCMTVaTA (VOk ONB ACOPERATNG VOLTAGE Iozw �' SCREW TERMINAL NMeWp11 NO81RI1McoMBIMTMINB OPFIUTBNi LNOtFM(Wk e.n Ac oPEMTxKs C11RRExf(AI: 3'M m FUSE • SPLICE 19p=SAA OPE rwvoLTAGE(VAIPk 31.4 NUMBER OF MRTCHANN6s 2 EARTH GROUND be•1+.MA INVERTER EFOCIMCY: .980 m CHASSIS GROUND MUR WRxpl slPoxa coMBlMnoxs INTEGRATED OC OISCOM1ECT ———DEC 1p -ITA EGG Is•zz4A Ne (3)A THHN (1)p10 N-W (4)91OTHHN (1)98 THHN GRD (3)9BTHHN (3)94 THHN (2190 BARE GRO (1)40 THHN GRD W7 EMT (1)90 THHN GRD (1)98 THHN GRD FREE aR W4'EMT 314 EMT 1-EMT METER NEMA 3R UL LISTED SOLADECK BOX SOLAREDGE SE7800A-US AC DISCONNECT ON ROOF INVERTER WITH INTEGRATED AC DISCONNECT 80AMP SERVICE 1 STRING OF * l DC DISCONNECTS BOAMP SERVICE RATED FUSABLE 15 MODULES L _ _,QINPUTI RATED NO USIBLE (2)-40A FUSES PIERCING TAPS �OCW -AL1 OUTPUT LLOAD LINE I L UNE I(XASU8 1_______ _ _______ ___ i STRING OF * -- ------_7 _ _ `QINPUT2 2w 15 MODULES ,,ZDCv 1 SOA SUB BREAKER ALL MODULES EQUIPPED GSM WITH SOLAREDGE CELLULAR P3000PTIMIZERS COMM.KR )CONS I I I 1 E)LOA0.5 1 i I GEC IRREVERSIBLY SPLICED TO EMSTINO GEC OR BONGED 11y// DIRECTLY TO E=TlM3 GROA GELECTRODE CONDUIT ELEVATION:12 TO 3.12'=22'C HIGH AMBIENT TEMPERATURE:31-C 200 x 1.2=240 EXTREME LOW:-29-C 240-200(MCB)=40A SOLAREDGE SE7800A-US MAX CURRENT=32A ROOFTOP AMBIENT TEMP:SrC=0.78 MAX ALLOWABLE AC W BREAKER=40A MAX DESIGN CURRENT-32A X 1.25.40A=40A BREAKERIFUSES CONDUIT FILL 1 61 win Seeet REVISION NOTES: DRAWN .1.E. MO=TNAME: CLIENT. SCALE: Qumw, NY 12801M REV BY DATE pE$CRIPTION m BY: BORON-41028 BOIROH.CARL �� � RGR 5/3/17 ROOF MOUM 1170 WMaN RD WESTM c"'•'"`°'b'°"'"°GO"�"'��°"""""'TM Em Symee,NY Im? S250WATTS OIIEENBBURY.NY 1280L OMWINOm. dee®BpeawNryowaroam BY: DATE: 6167Vdfi771 NUMR t518L30931M DRAWD4oT THREE-LINE DIAGRAM RV.04 Mono Multi Solutions THE A _.MAX PAX ' MODULE 60 CELL MONOCRYSTALLINE MODULE 270-295W POWER OUTPUT RANGE ® Maximize limited space with top-end efficiency • Up to 180 W/m'power density • tow thermal coefficients for greater energy production at high 18.0c7 operating temperatvfes MAXIMUM OEFFICIENCY — Highly reliable due to stringent quality control • Over 30 in-house tests(UV.TC.HF.and many morel 0—+5w • In-house testing goes well beyond certification requirements POSITIVE POWER TOLERANCE • 1001 EL double inspection As a leading global monmactorer ar ® Certified to withstand challenging environmental next generalion photovoltaic products Conditions we believe close cooperation with 2400 Pa wind loud our partners is critical to success.With localpresence around the globe,Trina - 5400Pa snow load I,able to provide excepllonal service • 35 mnT hail stones at 97 krn/h to each customer in each market and supplement out innovative. reliable products will) the backing of Lina as a strong, bankable partner. We are committed to building strategic, mutually beneficial mlloboration with installers. developers. distributors and other partners as the backbone of our shared success In driving Smart Energy Together. Trina Solar Limped Comprehensive products and system certificates wwwtenmol a corn • IEC 61215/IEC 61730/UL 1703/IEC 61701/IEC 62716 LINEAR PERFORMANCEWARRANTIf • 15O 900):Quality Management System _ .,P,m�.rw•,,.�r, a_._.._,u,_... - iv • ISO 14001:Environmental Management System _ • ISO 14064:Greenhouse Gases Emissions Verification • OHSAS 1800):Occupation Health and Safety Management System n = .. PV C•CLE LLsreo .V..z V Trinasolar Smart Energy Together THE AL MAX"Wplws MODULE PRODUCTS POWERRANGE ELECTRICAL DATA[STC) TSM-DD05A.08p0 275-295W Peak Power Watts-Pw,(Wpi• 270 275 280 285 290 295 TSM-DD05A.05(l0 270-29OW Power Output Tolerance-Pwx(WJ 0-+5 Maximum Power Voltage-Vm,IV) 31.2 31.4 31.7 31.8 32.2 32.5 Maximum Power Current-Iwe(A) 8.66 8.76 8.84 8.97 9.01 9.08 DIMENSIONS OF PV MODULE Open Circuit Voltoge-Vac(V) 38.4 38.7 39.0 39.3 39.5 39.7 unitmm/Inches Short Circuit Current-ho(A) 9.18 9.26 9.35 9.45 9.50 9.55 u A Module Efficiency R^(%) 16.5 16.8 17.1 17.4 17.7 18.0 8 Ancnm so. STC;tolerance 1000 W/ms.Cell Temperature 25-C.Air Mau AMLS. Test tolerance:SO%. Nedra Nd Nvnagale ELECTRICAL DATA(NOCT) Maximum Power-Pmy(Wp) 201 205 209 212 216 220 g`As A 4 a Moxlmum PowRYVoBage-Vr (VI 28.9 29.2 29.4 29.6 29.9 30.2 Maximum Power Curren$-lwe(A) 6.96 7.02 7.10 7.17 7.23 7.28 Be b Open Circuit Voltage-Vac(V) 35.7 36.0 36.3 36.6 36.7 36.9 cars Short Circuit Current-Isc(A) 7.41 7.48 7.55 7.63 7.67 7.71 cure xde NOCE kraSmsce.1800 W7m'.Amblent Temperature 20•C,Wind Speed I A. ITpm N4C b E MECHANICAL DATA lean. Solar Cells Monocrystalline 156 x 156 mm(6 Inches) smi/hel. Call Orientation 60 cells(6 x 10) Module Dimensions 1650.992.35 morn(65.0 x 39.1 x 1.38 inches) .ucon SndaN Weight 18.6 kg(41.0 Ib) O / r-1 Icy Glass 3.2 mm(0.13 Inches),High transmission,AR Coated Tempered Glass Pi Backsheet White(DD05A.08(D));Block(DD05A.05(D)l p Frame Black IDDOSA.08NI).DD05A.05U01 krona J-Bon IP 67 or IF 68 rated un.n Cables Photovoltaic Technology Cable 4.Omm2(0.006 inches°), A-A 1000 mm(39.4 inches) Connector MC4 Compatible or Amphenol H4/UTX Fire Type Type I or Type 2 1-V CURVES OF PV MODULE(295W) TEMPERATURE RATINGS MAXIMUMRATINGS o Nominal 0 Operating Cell P 9 44°C(t 2•C) Operational Temperature -40-i850C Temperature(NOCT) s Temperature Coeffident of P. -0.39%/eC Maximum System Voltage 100DV DCS 4DV DC ) Temperature Coefficient of Voc -0.29%/°C Max Series Fuse Rating 15A Temperature Coefficient of lu 0.05%1-C eo e u n a a a a s a weetea WARRANTY P-V CURVES OF PV MODULE(295W) 10 year Product Workmanship Warranty 25 year Linear Power Warranty as tom'* (Please refer to product warranty for details) -sm. u PACKAGING CONFIGURATION -_-an" a Modules per box:30 pieces w Modules per 40'aonlalnar.840 pieces w.ann Trina solar o M1 Td.saarrwonee Ae rioni reL.elomeINSTRUCTIONS Sona.o ow Rcludedlin this dolRossbeet am subject to change without notice. Smart Energy Together solar - . . SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE1000OA-US / SE1140OA-US ` yy2Z5 s rtsaty i 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 solar=@eSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE500DA-US/SE600DA-US/ SE760OA-US/SE10000A-US/SE11400A-US _ SE3000A-US SE38DOA-US SESOODA-US SE6000A-US SE760OA-US SE10000A-US I SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ . 10000,@.240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA .................................... ................ ............... .s4�o @z4ov... �o9so @zaoY., AC Output Voltage Min.-Nom:Maz.ol 183-208-229 Vac . ............................ .. . .. ... AC Output Voltage M1IT-Nom:Max.ul J ✓...... . ✓ ......J...... .......✓...... ........✓........ ........,........ ........... 211-240-264 Vac . .... .. ... . ... .. ... .. ... AC Fre9uency Min.-N om Max!tl 5 . . . . ................ .................. .................. ........... 59.3-60-60.5Hz Max.Continuous Output Current...... .....125......1......lb......1...?t.(1°.240V...I.......25....... .......3Z.......I...42(7a.240V...I......47.5....... ....A..... GFDI7hreshold ,,....,...,,1. ... ....q ...... .................................. ................................. .............. ......................................................... ..... UtilityMonitorin ,Islanding Protection,Count Configurable Thresholds Yes Yes INPUT Maximum DCPower(S7C) 4050 5100 6750 8100 10250 13500 15350 W Transformer less Un rounded Yes Max.Input Volta.&? ...........................................................500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.input Current's) .................. ......9.5.......I......73......I..35:5.�,1°.240V..I.......18....... ....... I. 3035 @2040 ..I.................. ... Adc.... ......................... Max.Input ShortCircuit.Current...... ...........................................................45............................................................ ...Adc.... ....... Reverse:Polarit Protection Yes Y........................ .......................................................................................................................... ........... Ground-Fault Isolation Detection 600ko Sensitivity ........................................... ................ ............... ................. ................ .. .. .................. .................. ........... Maximuminverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % ................................ ..... ................ ...... .. ..... ................. ................ ................ .................. .................. ........... 97 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ........................................... ................ 98.@.240V ..9�A.P.240V ............... .... .... ................ ................ ........ ............................. Ni h[time Power Consum tion <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485t RS232,Ethernet,Zigeee(optional) .............................. ......................... ...................i.. . . ...... ........................................ ........... Revenue Grade Da[a,ANSI C12.1 Optlonal" .................. ............................................. ....................................................... ........... Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE ........................... U11741,UL1699B,UL1998,CSA 22.2 ............................................................................................... ....I...... Grid Connection Standards IEEE1547 ........................................ ............................................. ...................................................................... ........... Emissions FCC Oart15[1x55 8 INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/.8-3 AWG ....................... .. ............................. .................................................... .................. .............. ........... DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-3 strings/ AW,G range ............................. ................ ....................... .............14:fi AWG............. ........... Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ ..�HxWxO 30.Sx12.5x7.2/775x315 x184 .......)................................ ................................ ................................................... ..........775 x 315 x 260.......... ...m@.... Weight with Safety Switch............. ..........51.2/23 2..........I...................54,7/24.7. .. ...........88;4,/40.1... ................ . .......... ..... Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ........................................... ................................................................... .replaceable). .......................... ........... Noise <25 <50 WeA Max................................ ................................................................. ................................................................. Max.Operating Temperature Rang?. -13 to+140/ 25 to+60(-40 to+60 version avaflab let-I) •F/'C .................................. ..................................................................................................................................... ProtectionRating NEMA 3R . ............. ... ... .......................................................................................................................... ........... hl For other regronal seMngs pkase wnbcl SpbrEdge supped. IIIA higher current source may beused;the invener will limit its Input current to the slues stated. p:Rw,`.r,mdelmwnen PyIy SE.coA UMOONNR2(for 7600W InwiterSE7600A 05001NNIU). Irl40 Version P/N:SEasuA USONNNU4(for 760OW In@n.n:5E7600A26002NN04). [ORM RoHS • solar - . • SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 • • • 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 " • • SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 TP300 P320 P400 P405 (for 60-cell modules) (fo,high-power (for 72&96-cell (for thin film 6)-cell modules) modules) modules) INPUT Rated Input DC Powern1 300 320 400 405 W ............................................... ........................................................ ............................ .......................................... Absolute Maximum Input Voltage 48 80 125 Vdc ..(Voc at lowest temperature(. ........................... ............................ .............. MPPT Operating Range................. ........................8.:48 . .......8.:8 ...................12.5:105............Vdc..... ......................... . . . Maximum Short Circuit Current(Isc). ............10. ...........1?............. .........................10:?..............................Adc Maximum DC Input Current............ ...........12:5......................13.75........... ........................ 12fi3......................... ....Adc..... Maximum Efficiency 99.5 % ............................................... ................................................................................................................................. .Weighted EfficiencY...................... ......................................................98:8....................................................... .....%...... Overvolta a CategoryII OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current is Adc ............. .... ... .................. ......... ........................... _Maximum Output Voltage 60 85 1 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power �O ttimizer 1 Vdc STANDARD COMPLIANCE EMCFCC Part15 Class B,IEC61000,6 ,2,IEC61000;6.3 ......... ......... .. ... .......... Safety___, ......... ...I....... ...... ..................... . . .. ....09.1(class 11 safety),,UL1741.....___......,,,,,,,. .............. .............. ROHS _ Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage1000 Vdc ........ ................. .. ............. Compatible inverters All SolarEdge Single Phase and Three Phase inverters .......................... ..................... lzsx lszx27s/ lzs x�lszx3s/ I lzsxlszx4a/ /in Dimensions(W x Lx H) mm /in Sx5:97x137 Sx5.97x1.89 Weight(including cables) ........... ......... 760/.17......... ......... 830/1.8. ... . ....... 1064/2:3 ....... -..gr-/.Ib.... Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible ................ . ................. ..................... ............ Output Wlre Length......... .. ............ . 0:95/3:.. . . .. ........ I..... ..............1........2....../......3.... 12/3:9 m./ft.... Operating Temperature.Range......... .............................................40-+85/.-40.:+185. Protection Ratio .... IP68 NEM ....................... .... . . ... &........................ ...................................................../....MA6P................................................ .............. Relative Humidity ...... .....................................................0...100..................................................... . In Rated STc power of the module_Module of up to a5%Power tolerance allowed- PV SYSTEM DESIGN USING A SOLAREDGE INVERTERI'I SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length Power O timlzers8 10 18 Maximum String Length PowerO timizers 25 25 50 MaximumPower per String............ ...............5250............... ...............6000............... ..............12750............... .....W...... Parallel Strings of Different Lengths Yes or Orientations ............................................... ................................................................................................................. .............. or It is not allowed to me P405 with P300/P400/P6o0/Pe0 in one stone, rC E (01 0 BY SOI_AREDGE IRONRIDGE Roof Mount System Y: 1 ,r 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 UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. XR10 Rail XR100 Rail XR1000 Rail Internal Splices 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 AM tt I I o 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 Q Accessories a� 41 t,_�_ I L 7.11, U.9& I t L 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 EJE DesignAssistant i .4 NABCEP Certified Training o from rough layout to fully v r Earn free continuing education credits, ngineered system. For free. VA, while learning more about our systems. o to IronRidge.com/rm 1 Y Go to IronRidge.com/training 0 2014 hronflildge,Inc.All rights reserved.Visit%inni,,.Iranr1dge.com or call 1-800-227-9523 i/i� NEON HE ►o.ST al 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: 6/7/17 Job#: Borgh Applicant: Apex Solar Address: 1176 West Mountain Road Queensbury, NY 12804 Owner: Carl Borgh Permit #: SOLAR-000249-2017 Equipment Installed (30) Trina 275W Modules (30) Solar Edge P300 Optimizers (1) SE760OA-US Inverter (1)60 amp AC fusible disconnect w/(2) 40amp fuses (1)60 amp AC non-fusible disconnect System interconnection is a Line Side Tap Steve Reynolds Electrical Inspector