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SOLAR-000772-2016 TOWN OF QUEENSBURY y- 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 _ - Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-000772-2016 Date Issued: Thursday, July 20, 2017 This is to certify that work requested to be done as shown by Permit Number SOLAR-000772-2016 has been completed. Tax Map Number: 295.19-1-29 Location: 10 PINEWOOD AVE Owner: Peter Kudan,Nancy Kudan Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System No Rafter Upgrades By Order of Town Board TOWN OF QUEENSSBBURY9 Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, �iG� vv))kkX 999 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-000772-2016 Tax Map No: 295.19-1-29 Permission is hereby granted to: Apex Solar Power For property located at: 10 PINEWOOD AVE 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: Peter Kudan Solar Panel-Residential $37,000.00 Owner Address: 10PINEWOODAVE Total Value $37,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demarse Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel System No Rafter Upgrades $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 9,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu beforjex tio���nndateDatedat the Town o Queens //W a ember 9,2016 SIGNED BY: /� for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 1112116 Tax Map ID TAX A9Ap ID 295.19-1-29 Permit No. '7: 2C-A1 2 '"Z• .o Permit Fee A bo ZONING sec-F6­e 1 V-NVQ\ULj I Z}J HISTORIC SITE _Yes _No Approvals SUBDIVISION NAME Lot# APPLICANT Apex Solar Power OWNER Peter and Nancy Kudan ADDRESS 64 Main St.,Queensbury,NY 12804 ADDRESS 10 Pinewood Ave,Queensbury NY 12804 PHONE (518)309-2786 PHONE (518)792.2010 CONTRACTOR Demarse Electric Inc. COST OF CONSTRUCTION(ESTIMATED): $ 37.000.00 ADDRESS: 64 Main St.,Queensbury,NY 12804 BUILDING ADDRESS: 10 Pinewood Ave,QueensburyNY 12804 PHONE: (518)309-2786 CONTACT PERSONFOR 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. 2n0 floor sq.ft. Total sq,ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars Dock 16 Pole Sam B OF of Porch-open G$ C 8U y •'Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) 810 sq R(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 Data: 11/2/16 Signature: Date: 11/2/16 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 UTAH OFFICES V'ECTOR Sandy Layton E n o i n E E R s St. George Project Number: U1886-04I3t OFQUEENSBURY D IE November 1,2016 BUILDING DEPARTMENT NOV 0 y 2016 D Based on our limited examination,compliance Apex Solar Power with our comments shall not be construed as 64 Main Street indicating the plans and sppeec�ifications are in TOWN OF QUEEN Queensbury,NY I Yorcomk lane with the Clung Codes of BUILDING& COSBURY DES ATTENTION: Chris Hall W 0 .. O to REFERENCE: Peter Kudan Residence:10 Pinewood Avenue,Queensbury,NY 12804 N N Solar Panel Installation N Dear Mr.Hall: 0) Per your request, we have reviewed the attached layout and photos relating to the installation of solar panels at the C CL above-referenced site. 0 :3 `!+ Based upon our review,it is our conclusion that the installation of solar panels on this existing roof will not adversely � V O C affect the structure of this house.The design of solar panel supporting members is by the manufacturer and/or installer. Q N v The adopted building code in this jurisdiction is the 2015 Residential Code of New York State and ASCE 7-10. J � E Appropriate design parameters which must be used in the design of the supporting members and connections are listed O Z > below: Q A L Ground snow load:50 psf per the Residential Code of New ',I to rte+ Design wind speed for risk category II structures: 115 mph(Y.Seb�(A O F Q U E E N S B U RY N O Wind exposure:Category C r d 3 Roof I Structure:2x6 Rafters @ 16 in O.C. BUILDING & CO ES T. o) C (DcL Roof 2 Structure:2x6 Rafters @ 16 in O.C. RvVleWeCl a : r M +_ Roof 3 Structure:2x6 Rafters @ 24 in O.C. y � -0 d f0 Date: to 0 0 Our conclusion regarding the adequacy of the existing roof is based on the fact that the a dition w t re a e o e N Y fQ solar panels is less than 3 pounds per square foot.In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it is our conclusion that since the panels are slippery and dark,effective snow loads will likely be reduced in the areas of the panels.Solar panels will be flush-mounted,parallel to and no more than 6"above the roof surface. Thus, it is our conclusion that any additional wind loading related to the addition of these solar panels is negligible.The attached calculations verify the capacity of the connections against wind,the governing load case.The mils shall be attached at 48"O.C.maximum with adjacent mils attached to alternating rafters using 5/16"diameter lag screws with a minimum of 2.5"thread penetration into the rafter. r � During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Our conclusions are based upon our review of the photos and drawings which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Roof framing type,size,and spacing are as indicated in the attached photos and drawings by Apex Solar Power.A representative of Vector Structural Engineering has not physically observed the roof framing. Very truly yours, of NE VECTOR STRUCTURAL ENGINEERING,LLC HO�'Is NY FRIM LICENCE:COA0012807 W z Wells L.Holmes,P.E. ?� Project Engineer SFO 080181 v WLWdgd pROFESSt0�P 11/01/2016 9138S. State St., Suite 101 /Sandy, UT84070/T (801) 990-1775/ F (801) 990-1776/www.vectorse.com E C T O R JOB NO.: U1886-0480-161 E n O in E E R S PROJECT: PETER KUDAN RESIDENCE SUBJECT: WIND PRESSURE Com onents and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of roof, h [ft]: 30 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°<6<_270 Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.982 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.3 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: P =9i,[(GCP)— GCo Zone 1 Pressure, p [psf]: 25.44 psf(1.OW, Interior Zones') Zone 2 Pressure, p [psf]: 48.05 psf(1.OW, End Zones`) Zone 3 Pressure, p [psf]: 73.49 psf(1.OW, Corner Zones' within a) ('a=assumed=3') JOB NO.: U1886-0480-161 VECTOR E n G 1 n E E R S PROJECT: PETER KUDAN RESIDENCE SUBJECT: CONNECTION CAPACITY Lag Screw Connection Capacity: Demand: Lag Screw Size: 5/16 Cd: 1 6 Pressure Max Max. Trib. Max. Uplift (0.6 Wind) Spacing Area Force Embedment: 2.5 in (psf) (ft) (ft) (lbs) Grade: SPF (G = 0.42 Capacity: 205 lbs/in. emb. Zone 1: 15.3 4 12 183 Number of Screws: 1 Zone 2: 28.8 4 12 346 Total Capacity: 820 lbs Zone 3: 44.1 4 12 529 Demand< Capacity: CONNECTION OKAY JOB NO.: U1886-0480-161 VECTOR E n O I r-1 E E R S PROJECT: PETER KUDAN RESIDENCE SUBJECT: GRAVITY LOADS CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original DEAD LOAD (D) pitch loading Roof Pitch/12 5.1 Composite/Asphalt Shingles 4.3 1.09 4.00 psf 1/2" Plywood 1.1 1.09 1.00 psf Framing 3.0 psf Insulation 0.8 psf 1/2" Gypsum Clg. 2.2 psf M, E & Misc 1.5 psf DL 12.9 psf PV Array DL 3.0 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10,Table 4-1 Roof Live Load With PV Array [psf] 1 012015 IBC, Section 1607.12.5 SNOW LOAD (S): Existing With PV Array Roof Slope (12): 5.1 5.1 Roof Slope [°]: 23 23 Snow Ground Load, p9 [psf]: 50 50 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10,Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10,Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, C,: 1.1 1.1 ASCE 7-10,Table 7-3 Risk Category: II II ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pf[psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.000 0.783 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 27 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 27 E C T O R JOB NO.: U1886-0480-161 E n G 1 fl E E R S PROJECT: PETER KUDAN RESIDENCE SUBJECT: LOAD COMPARISON Summary of Loads Existing With PV Array D [psq13 16 Lr fpsf] 20 0 S [psf) 35 27 Maximum Gravity Loads: Existing With PV Array D+ L,[psfll 33 1 16 ASCE 7-10,Section 2.4.1 D+S [psfll 48 1 43 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psfj:1 48 143 Ratio Proposed Loading to Current Loading: 90.5% OK The gravity loads in the area of the solar panels are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 3403.3 of the New York State Building Code,2015 Edition(2012 IBC)are met and the structure is permitted to remain unaltered. PHOTOVOLTAIC SYSTEM EQUIPMENT: PV MODULES: (46)TRINA 27OW SYSTEM SIZE: INVERTER(S): (1)SE11600A-US DC 1 AC kW STC1242kW\11A1,W SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM. >MECTOR 91aR s.sT.rzs�csurz ror remro9o-nPs res NO SpP�.Urui BlOft1 IOOr199p IfJG fu POST PISTALL 9UNMS REOLAREDI CT NFW MRK[prL 009"1 Q STRUCTURAL ONLY APPLICABLE CODES: 2016 IRC CODE OF NE 2015 NYS BUILDING CODE O O� 2015 NYS RESIDENTIAL CODE 2015 NYS PLUMBING CODE 3 • 2015 NYS MECHANICAL CODE w 2014 NATIONAL ELECTRICAL CODE i SHEET INDEX SFO Op01B� y=C1 PV-01 COVER AND PLOT PLAN pgOFE5610�P PV-02 SITE PLAN,STRINGS,BOM 11/01/2016 PV-03 MODULE LAYOUT QPV-04 THREE-LINE DIAGRAM SITE PLAN SCALE: N.T.S. 64Mtle SKe1 REVISION NOTES: DRO" DATE PROIECTNAME: CLIENT: $CALL: QP.NMb—w-14 XEV REVBY DATE DP9CR m BY. RIAAN-414D00 KUDAH.PEfER •••. 10 •• •• A A x M•�,� RGR 10 MTE ROOF MopNT OUEEE SBURY.AVE • •• A C T"°aT^�'^•��NDf] 5ELy 1Y1}D WATTB OIIEEEN6BURY,NY I3BM pMWMO • •••• BY. ��' 61B9pL to NUkORGT: Solar Power " �":��m DMWBTOl111 -COVER AND PLOT PLAN W-01 - - PRRPER! DRE ®9URPAHEI CoxDUTRux -O a AHoo1AE pAC DrecRH CT Q MIJH EERNCE F%MEL®® CTpN 00% UfLL1IV METER ©NOMIdiNe1MR e WNE.FA ❑a LOM&NEP BO% ROOF OBBIRUCTKN CUSTOMER INITALS:_ ROOFS TILT: 23• Ana:102- UTILITY METER . INVERTER AC DISCONNECT MAIN SERVICE PANEL STRING 1 16 MODULES NVERTERI NPUT1 ROOF2 TILT:23' AZM:192' STRING 2 17 MODULES STRUCTURAL ONLY NVERTERI INPUT2 OF NE E PROOF ��� 0 e TILT:23' AZM.192' STRING 3 /✓ 3 13 MODULESTW INVERTERI ci.' INPUT3 y ? sFo AB01BI L pROFESS0 11/01/2016 NOTES: 1. SOS TO BE LOCATED INTERNALLY ON >�/ECTOR SITE PLAN DETAIL NORTHWESTERN WALL NEXT TO EYJSTING MSP 2. CONDUIT SHOULD BE RUN PARALLEL TO DDSTING srx s.sums..m.sum rOr reou sso-rns SCALE: N.T.S. WHENEVER POSSIBLE. "Ar xErvvORAma:009m s1al.:sn•a REVISION NOTES: DwlB PR°>ECTNAMe DJENT: KAU -_ �e w QuemrEvy,NY 11101 REV REVEY DATE DESCRIPf10N BY: .e ae.. RO4390 RBDAN,PETER .•••ee e•ee•..•� RGR 10N16 ROOFMOUM IGPIWAVE WSwWIM120WAS OUE:ENBBURY,NY 11DMWINDex CBY: DAIS: S1&T02-2010 HUMBER: Solar Power DRAWMaTITE: SRE PLAN,BOM.NOTES RV•02 332' fib-0' 3Ir2}• .-- 683' S' 1 T ti b F 1s•-to�• 26'-e�}• STRUCTURAL ONLY *ECTOR �pf NE Z MOUNTING DETAIN L is G 9/JBS.Srr[51m..5urrt 1pl 190r19PPI995 AlP yy SHINGLE ROOF I SPECS s..o..m..9•avD r0on 99a r PTe r.: 3�' NEW YORK COA:009721 W RAFTER SIZE: 2%6 ci y/ O RAFTER SPACING(in): 160C RRAY LAYOUT - ROOF 1 N ,ysFa 09016� �r ROOF MATERIAL: ASPHALT AZIMUTH: SCALE: NTS /DROPESSION' Seer Mosul ARRAY 1 SPECS 11101/2016 I=RH9e MAN Rel TILT('): 23 LF AZIMUTH('(: 192 FlaeNrp-L.1, SQUARE FEET(N2) S00 Wr.•a00 SN0r01 5IWLAC (MiA 25•MW gneVetlonj 4 45 REVISION NO'T'ES: I1µ.\\\N OATS: �PROIECFNAME: RIENI: $CAIS • QumNy.NT 12101 REY may DATE DESCRRRON Irk KUDMI-413 MOM.FEIER • • es4o Ary Ro.O RGR IW20116 ROOF MOUNT 110 PINEWOOD AVE •• •. Fm Synauss.NY 1105] - (IILCK 11124MWATT6 DUEEEN9BURY.NY 120.01 DjtAWjNO ••••O•. 131. GATE: I616T92.2010 NIIA10�: nb(capomlMaWn.mn • Solar Power r516rW^2184 � DMWMGTITLE: — Ah hy *ECTOR Erse s.sort suaT.suer rm mvu Peo-n2s smr.uu.elv2v rmrr eso-rv�s r r SHINGLE ROOF 1 SPECS Nfl =K M721 STRUCTURAL ONLY RAFTER SIZE: 2X8 RAFTER SPACING(In): i80C ARRAY LAYOUT - ROOF 2 N OF NE ROOF MATERIAL: ASPHALT , ' /nziMurri. SCALE NTS ARRAY 1 SPECS m p2 TILT(•): 27 �P OD018I r AZIMUTH I'1: 1192 Op AOFESSION SQUARE FEET JIM) 178 11/01/2016 y, e� REVISION NOTES: DMWN*10MIS Plt R NAME: clmrr: — WALe: Q�Y.NY DRN RLN REV BY DATE DFSCRIPDON DAM BY: RUDAN-11!,1911 RUON/.PETER �® '0 ��� RGR ROOF MOUNT tOPINEWOODAVEo• Fw Syra.¢e.NY 13031CHIC12120 WATiS GIE@lSBURY,NY 32801 DMWDXi Solar Power BY, B'B'D�D'B NDMBPX DMWD101111E _ 4-* MY .ba a *ECTOR 91N 8.iA rtert¢�,9urt IDS 1601199P199! lover,lllw 9NJ0 1804 990199/fu NEiVYORK COA ro9721 STRUCTURAL ONLY SHINGLE ROOF 1 SPECS RAFTER SIZE: 2X8 of NE RAFTER SPACING On): 1240C RRAY LAYOUT - ROOF 3 N ROOF MATERIAL, ASPHALT ALMUTH: SCALE: NTS W �I 2 ARRAY 1 SPECS TILT 23 `PFO OP01ST /� AROFEWON� AZG1urH 1.1: 10x 11/01/2016 :07URE 012) 105 I • ssmNn sl�a REVISIONNOTES: DRAWN DATE PROIF.C9NAME CLIENT: KALE: •! i Qum�lmy,NY 13101 REV REV BT DATE DFSCRUTION �: IWIM-411310 RUDAN,PETER ••���%*• RGR 1024118 1IMFMDUNT 10NNEWOODAVE ••• *a ex OesP.•ue.NY 11651 1x110 WATTS IOUEEENSSURV,w 11 DRAWDID SY: DATE: 516Mx-x010 NUMBER: ?�• Solar Power DRAWDOTGiP _ INBERTERIA3EL5-ONEFORFACNIMUT %IDIDVOLlrmm BWNNER M90ULEElECTWcLLsmu IMMS jmmE&2mm= ELECTRICAL KEY: ALL80t EWEINPUT= M mum AC DPEMTND WRREM 47.SA (ae1TWNLT8L1PDO3.d BgMEDDE SE1140bN13 HOsi 1 M MDE=IGN TEMPI•CI: 11 11. BREAKER VeW'35N Noel P P 11WACVOLTAGE 21N BHO OMUITWR 0.): B3i RATEDWAIT=MMl): lt4N WN I.ENI EMREMENINUAL OB I•CI: -18 �— SWITGH V.-mv CPENaKIMTVOLTAO O(V DPE We AC MW�TAGEM ND O SCREW TERMINAL 01PU1=vATx W SMW Ca UDIMIl 9S aPERAnxG CIRBreNTeWY =.n ADDP 11WCeueD(A): 47S m FUSE • SPLICE Irop.RSA aE mw WI.TAGE(YWY 7=R Nq.BEnoP WN'T CNANxeLs 2 EARTH GROUND Nv-tL25A WgsER�sPDeEPAnrw: t= INVENq EFngENCY: .SSD m CHASSIS GROUND INlEORAIEDOC gSCOIRECT --'GEC EGC (6)#10 PV-WR• (6)#10THHN (3)#6 BARE GRD (3)#4 THHN (3)#4 THHN FREE AIR (4)#6 THHN GRD (1)#6 THHN GEC 3M'EMT 1.� (11 MTHHN GRD 1•EMT METER AC DISCONNECT ALL PANELS EQUIPPED WITH (1)SOLAREDGE SE7140OA-US 60AMP SERVICE SOLAREDGE P300 POWER NEMA 3R INVERTER W/INTEGRATED RATED FUSABLE OPTIMIZERS SOLADECK DC DISCONNECTS (2)-BOA FUSES -�INPUTI Lt STRING --F-------- _ ________________ _ DC a -AC IBMODULE3 OUTPU LOAD LIN - __ _ - - °� ----- --- --------- r--- - ---- STRING2 - - _ 91NPUT2 i 200A MAIN BREAKER 17 MODULES ,.VD I 200AMSP ALOADSI 240V STRING2 4 - _______ -. _VNPUT3__ _______________ _13 MODULES �DC I I INVERTER I GEC IRREVERSIBLY SPLICED TO ERISnNG GEC OR BONDED COMA — INRECTLY TO EXISTING fL11 OLAR GROLNONG ELECTRODE COMM.KfT 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 SE/140OA-US MAX CURRENT=47.611 ROOFTOP AMB IENT TEMP:53'C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=47.5A X 125=59.375A-80A BREAKERIFUSES CONDUIT FlLL:1 REVISION NOTES: DRAWN PRMCTNAME: CLIENT. SCALE: • Qumuhvy. d REV REV BY DAM DESCRIPTION BY: DATE: WDAN-414350 KIIDIW,PETER apex d6.W RGR 1024/15 R"KMWINN 10RNEWOU". • .• •a Fin SM.NY DdI CHECK 12430 WAT1B OUEEEN=BURY,NY 13=01 DRAWING •�•�.••" d �� •� BY: DATE: 816792340 NU80ER: lar Power efloanw DRAWNOT :TWREE{INE DIAGRAM PW-04 son Mono Multi Solutions – ®® ®� � TSM - DC05A ®®®®®® TSM - DC05A .0 ®®®®®® THE NOney,% MODULE n 60 CELL a MONOCRYSTALLINE MODULE 260-270 " " Maximize limited space with fop-end efficiency POWER OUTPUT RANGE ® • Up to 162 W/m'power density • Low thermal coefficients for greater energy production at high operating temperatures 16.5 MAXIMUM EFFICIENCY Good aesthetics for residential applications • Solid color dark mono cells 0--+37o POWER OUTPUT GUARANTEE Excellent low light performance on cloudy days, mornings and evenings As a leading global menufacturrl +; • Advanced surface texturing of next generation photovoltaic • Back surface field products,we believe close • Selective emitter cooperation with our partners is critical to success. With local presence around the globe.Trino is able to provide exceptional service to each customer in each market Highly reliable due to stringent quality control and supplement our innovative. • Over 30 in-house tests IUV,TC,HE and many morel reliable products with the backing 9, of Trina as a strong,bankable • In-house testing goes well beyong certification requirements partner. We ore commilted to building strategic,mutually beneficial collaboration with installers,developers,distributors and other partners as the backbone of our shared success in driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty•25 Year Linear Power Warranty Trina Solar Limited wwwlri naso lor.cem `moo s` Atltllllonal value from Irl °y 905 as$alar 5 'near warranty Trinasolar Sman reary s m I5 zo m i��.l i"v�.nu,..�.o ■TmaSola� TSM-DC05A/05A.08 THE Honey'v MODULE DIMENSIONS OF PV MODULE TSM"DC05A/OSA.00 ELECTRICAL DATA @SIC ISM-260 TSM-265 i5M-270 DCOSA/OSA.OB DCOSA/OSA.OB DC05A/OSA.OB 941 mm Peak Power Watts IS-Two) 260 265 270 Power Output Tolerance-R.wr 1%) 0/+3 0/+3 0/+3 a Maximum Power Voltage-VM1(V) 30.2 30.6 30.8 'rMaximum Power Cunent-Iwe(A) 8.61 8.66 8.77 Fa u � Open Circuit Voltage V-1V) 38.4 38.5 38.6 Short Circuit Current-lid(A) 9.15 9.20 9.23 Module Efficiency R^1%) 15.9 16.2 16.5 E SIC'.Inamance ITT.Mm',Cell lemnnrnru�e 25'C.AU INS AMT.5.1111dlg 11 EN ismrl -] E AY. 1a. .1fibuncy maucuoo 1145%at 2CO Arm n nm,9ny In EN 6090a-I. 3 E LE CI RIC AL DATA N NOCT TSM-260 TSM 265 TSM-270 DCOSA/05A.08 DCOSA/05A.08 DC05A/05A.08 Maximum Power PIA.(Wp) 190 194 198 .r r Maximum PowerVoBage-Vw.IVT 27 27.2 27.5 F A Maximum Power Current-I.Ar(A) 7.04 7.13 7.20 {� Open Circull Voltage(V)NOC(V) 34.8 35.0 35.7 Short Circuit Current(A)-HC(A) 7.34 7.40 748 812mm 1BO ryOCi'.Bratllunce m 800 W111'.Ambient Temperature 20'C Wind Speed l m/s. Bock view MECHANICAL DATA lVL Saler Cells MCall,1slal10) 156.156 mm Cell orientation 60 cells l6.10) E MOdrfle dimensions 1650+992 35mm Weight 18.6 kg 15mr A Glass High Opnsparency solar 8113,2 mm BOCksherst White Frame Silver anodized aluminium allay(DCOSA):Black IDCO5A.08) BV CURVES OF PV MODULE TSM-255 DCOSA/05AAS J-Box IP 65 of IF 67 rated Cables Photovoltaic Technology Cable 40 mm'.1008 mm 0 Re. johmA.1 _ Connector Original MC4 7m _ 6i, -fWWYm' v5 u 4m _SWXUmi _ TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Opealing Cell 44-C 1±2'C) Operational Temperature -40-«85°C y temperature lNGCT) Maximum System 1000V DC(tEC) Ip _--"---" - Temperature Coefficient of PPAF -0.41%/°C Voltage Oa. 0'O Taw 2a^ ]OP 40!" Temperature Coefficient of Vcc -0.32%/°C Max Series Fuse Rating 15A VtltogelV) Temperature Coefficient of Lc 0.053%/°C WARRANTY 10 year Product Workmanship Warranty 25 year Linear Power Warranty IHwvn rob•w un"='w."­n'!,r dear+, CERTIFICATION l 6� r UL a PACKAGING CONFIGURATION usne Motlules per box:29 pieces CeiI C PV CYCLE Modules per 40'container:812 pieces ? C V CAUTION;READ SAFETY AND INSTALIAEON INSTRUCTIONS BEFORE USING THE PRODUCT. Tr'nasolar E,20131,irn Sdpr united.A1l.gbh nerve.Sp-praEun,ImblU'letl 1n IN,tlulurl,eel um 1bI mYl I.cbunge wehuol nllioe. Smarr Energy Together solar - . . ! • SolarEdge Single Phase Inverters For North America SE3000A-US/ SE380OA-US/ SE5000A-US/ SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US "Vert" :12.2 m Warta rf •�BJ10 eU\•_ t( 9 t 8 , t' I 7 i s x 0 0 The best choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011 690.11 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 w ww.solaredge.Us solar=@@Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE1000OA-US/SE1140OA-US I SE3000A-US I SE3800A-US SE5000A-US SE6000A-US SE7600A-US I SE10000A-US i SE11400A-US _ OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ .............. 1QP99.v 240V. .I......I...I..... Max.AC Power Output 3300 4150 5400 IS 208V 6000 8350 10800 @ 208V 12000 VA ...... .... 5450_@240y .... .... ......... 0959.v.MY ... ....... ..... AC Output Voltage Min:Nom:Max 111 V J 183-208-229 Vac AC Output Voltage Min:Nom:Maz.lu ✓ ✓ J ✓ ✓ ✓ ✓ 211-240-264 Vac ....FMin.-Nom.-*Max."' in.- m.-* ............ ................ ...._......... .........._..... ........60-'.. ....., ......... .........._. .. ._. ._..._..... ........... AC Frequency Mln Nom:Max!" 59.3-60-605 Hz 8 06 2 08 Ma x.Conti nuous Output Current12.5 I 161,_21@240V, 25 ..I 32� ... . 42@,240V ,,,47,5 „ A GFDI Threshold 1 A ........................................... .......................................................................................................................... ........... UdIity Monitoring,Isla nding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W . .. .... .. ...... .... .. ....... Transformer less,Ungrounded yes ........................................... .............................................................................................. . .. ...... . ....... ..... . ........ Max.Input Voltage 500 Vdc ........................................... ........................................................................................................ ................. ........... Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc ... .. . ... .. .... . . .. . . .. .. .. .. ... 16.5 @ 208V 33 @ 208V Max.Input Current"' 95 13 18 23 34.5 Adc Max.Input Short...Circuit , , AS.12240V _- _4 ,30.5°°@240V ......... Current 45 Adc ... ............................... .......................................................................................................................... ........... Reverse-Polarity Protection ° ,°°.,.°°° °.,°°°._,.°°,°°...,°° yes .................. ....................... . .........,.......................,..............._............ ........... Ground-Fault Isolation Detection 600kt,Sensitivity ........................................... ................ ............... ................. ................ ................ .................. .................. ........... Maximum Inverter Efficie.ncY.......... .....9?:....... ........8:2..... ......8..8:3...... .....98:3...... ......98....... .......98........ .......98........ ....%..... CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 97.5 97 @ 208V 97.5 % ........................................... ....... ........ ......_.._... ._96.@.240V.. ............... ................ ..97.5.@ 240V.. .... .._... ..... ...... Nighttime Power Consumption 1 2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional) ........................................... ..................................................................i....................................................... ........... Revenue Grade Data,ANSI C12.1 Optional' .. apid Shut...........0 261,4.6.9 ...... ...................................................................._.._.. .... _......._.................-__...._ _......... Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE _ SafetyUL1741,UL1699B UL1998 CSA 22.2 ... _._ _-..... . . . Grid Connection Standards IEEE 1547 Emissions _ _ _ _ FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/4 of strings/ 3/4"minimum/1-3 strings/ .AWG range,,,,,,,,,,,,,,,,,,,,, 3/4"minimum/1-2 strings/16-6 AWG ... ....... ........... ........ .......... ............._.. .......14 6 AWG...... Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ _Wvmsp).. ...... ... ... ... . . . . . . . ..... ..... .. ....- . ..... ....775 x 315 x 260... .0!In. .. Weight with Sate..Switch 512/23.2 547/247 88 ..... Ib/kg Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ....................................._.. ...... .replaceable(. Noise <25 <50 dBA ......................................... ................................................................... ................................................... ......... Min.-Max.Operating Temperature d3 to+140/ 25 to+60(40 to*60 version availablep1l) °F/'C ..Range.ng.................................... ....................._........13 to.........25 t....0(-4.to+60 version a....,..................................... ........... protection Rating NEMA 3R .......°................. ................. ...........................I........................ For other regional settings please contact SolarEdge support. A higher nurout more may be used; he Inverter will limit its input current to the values slated. Revenue grade Inverter P/N:5ExxaxA U50001,1012(for 7600W invetler:SE7600A-Us0 2NNRII. "'-40 version PIN:SEr.aA JSeLGNNU4 for 7600W Imarho:5E7600A US002NNU4I. 5unsaEC ROHS IRONRIDGE Roof Mount System i 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 i 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 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 FlashFoot Slotted L-Feet Standoffs Tilt Legs -.�- Anchor,flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware • High-friction serrated face • Works with vent flashing • Attaches directly to rail • IBC & IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear& black anod.finish • 4"and 7"Lengths • Fixed and adjustable Clamps & Grounding End Clamps Grounding Mid Clamps T-Bolt Grounding Lugs Accessories 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 - I-ree Resources - Design Assistant NABCEP Certified Training Go from rough layout to fully Earn free continuing education credits, engineered system. For free. while learning more about our systems. _ to Ironl;idya.cu m/rut C)2014 IronRidge,Inc.All rights reserved.Visit w�Jronridge.com or call 1-800-227-9523 for more NORTH T Electrical Inspections LLC 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: 12/12/16 Job#: Kudan Applicant: Apex Solar Address: 10 Pinewood Ave. Queensbury,NY 12804 Owner: Peter Kudan Permit#: SOLAR-000772-2016 Equipment Installed (46) Trina TSM-PD05.08 Modules (46) P300 Optimizers (1) SE 1140OA-US Inverter (1) Fused Disconnect (1)Non-Fused Disconnect �a� yrw D rECNEME Dave Near 1—JUL— TOWN 1 3 2017 Electrical Inspector a '� OF QUEENSBURY BU!mING&CODES