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SOLAR-0616-2018 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-0616-2018Date Issued: Friday, January 11, 2019 This is to certify that work requested to be done as shown by Permit Number SOLAR-0616-2018 has been completed. 301.9-1-33 Tax Map Number: 10 WESTERN RESERVE TRL Location: JASON MARCHESE Owner: Demarse Electric Applicant: This structure may be occupied as a: Solar Panel Installation (roof mounted) By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. "AK- 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-0616-2018 Tax Map No: 301.9-1-33 Permission is hereby granted to: Apex Solar Power For property located at: 10 WESTERN RESERVE TRL In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: JASON MARCHESE Solar Panel-Residential $28,620.00 Owner Address: 10 WESTERN RESERVE TRL Total Value $28,620.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Apex Solar Power 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel Installation $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, September 27,2019 (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 e4xpiration date.) Dated at the To eensbu • - , :-ptember 27,2018 1. SIGNED BY: \ for the Town of Queensbury. Director of Building&Code Enforcement 011111114\ Office Use Only Permit#: 1- M` ( ((t°._ l Fee:$7�/ 742 Bay Road,Queensbury,NY 12804 Invoice#: ( Yq S P:518-761-8256 www.queensbury.net SOLAR PANEL PERMIT APPLICATION -r..,.... .,...-..,4✓ _. � ._...'.faw.._�``�`TM��..�j� -_---� • Property Owner(s): R Name(s): ?anon r'narddeSe c.727,77:777-77: 1 -_ . Mailing Address, C/S/Z: 10 Lo ec- e_rn Reserve Trail\ ©ueensbLerti N rticeo4 Cell Phone:_( ) 2C4 4' Land Line:_( ) Email: Jjmcpo r-IS an,3(nrn Project Address: 10 Was}-ern Reserve Tr'ai Section Block Lot: 3ai,q-- i—33 Existing Use: 21 Single Family ❑ 2-4 Family ❑ Commercial ❑ Other: • Solar Contractor: Business Name: berna►rce Flec4rje C DQA apex cellar Paver) Contact Name: Cady Aimelric_IC Mailing Address, C/S/Z: fo4 Main ci-reet 4teensburl N'l i2gO 1 Cell Phone:_( ) Land Line:_( SIT ) 2o4-21 kto Email: • Electrical Contractor: Business Name: g ame= Contact Name: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: Contact Person for Building& Code Compliance: Cod„1 irneINe.1( Cell Phone: ( ) Land Line: (s ii< ) ?ot—2.7$b Email: Solar Panel Application Revised December 2017 Estimated cost of construction: $ �g (20.00 Total System Capacity Rating (sum of all panels): Solar PV System: 1% ,1 kW DC Select System Configuration: *Please see include Se4 fJctnS. ❑ Supply side connection with micro inverters ❑ Supply side connection with DC optimizers ❑ Supply side connection with string inverter ❑ Load side connection with DC optimizers ❑ Load side connection with micro inverters ❑ Load side connection with string inverter Please sign below to affirm that all answers are correct and that you have met all the conditions and requirements to submit a unified solar permit. 4,(Iease Sec at�J�crO ro�c farm. Homeowner's Signature Date ra P.4-/a p ex .calat Power) 9/2�/1' Solar Co. Representative Signature Date Solar Panel Application Revised December 2017 DocueSign Envelope ID:73CB41 BA-A753-4C9E-8836-DFD95B07C94E • • • • • • ••� • • • • • •• •• • •••• ••••• • • • • • • • a e xTM solar AUTHORIZATION FORM "TO ACT AS AGENT FOR" I, *3'tic,,n mardhee owner of the premises located at: 16 wo c.I-ern Recerve Trod Town of tit,, ,10 b,.cry , Tax Parcel # 3 o h , y- - 3 3 hereby designate: Apex Solar Power as my AGENT regarding my Permit Application for: Re roof mOurdec4 solar QcaMP1 ctistein. DocuSigned by: sep 25, 2018 rLsolA. Matta-St- 07- 51111.590110(04D0... Date Signature 301.9-1-33 SOLAR-0616-2018 i Marchese, Jason 10 Western Reserve Trl PHOTOVOLTAIC SYSTEM Solar Panel Installation EQUIPMENT: PV MODULES: (39)TRINA TSM300DDO5A,05(II) SYSTEM SIZE: FILE COPY' INVERTER(S): (1)SEI0000H-US DC/AC kW STC: 11.7kW 111.4kW SCOPE OF WORK: OF QUEENSBURY INSTALLATION OF A SAFE AND CODE-COMPLIANT BUILDING DEPARTMENT GRID-TIED SOLAR PV SYSTEM. Based on our limited examination,compliance with our comments shalt not be construed as indicating the plans and specifications are in fuf compliance with the Building Codes of New York State. FENCE //ECTOR e n a t n e e R e IIIIIIIq' as t w.aura M/t IRK,WK.tot RHOM[rBO/1 Vs0-11, ,'' ''�����' • DRAPER.(/iAN B+OJO WWN.V[CICR/E.CCM f % øø i1. f HE1 �� ' ,,,,,I, 460 Øi • ,r,,�,._rip t I FfUl YES NO _ r' e "'� - J ¢O 09061 � POST INSTALL 8UNEYES REQUIRED? Cs { 1 09/20/2018 APPUCABLE CODES: C Z' t(U jj ' , /• ► NEW YORK COA:0012807 2015 IRC CODE a m waver n Edalnaartq Ma nnuand*a a diand dale... 2017 NYS UNIFORM CODE SUPPLEMENT with alawn the adararray and lag mew connedNatsbbe - .v a existing awning.The deacon of eta o Indrawn,cannacnons, 2014 NATIONAL ELECTRICAL CODE "9,�► and other'Wee to la by odors.Sect**,mechanical, r� a ardd rd,lectu and a aprn nonstructural*spans of O.chin an C IN.,) FR by I VECTOR PROJECT NUMBER:WM-1391-181 M SHEET INDEX ©� crl PV-01 COVER AND PLOT PLAN 2.1.60 C `� PV-02 SITE PLAN,STRINGS,BOM M �j ``,,G��P PV-03 MODULE LAYOUT "� � ��G�•v L PV-04 THREE-LINE DIAGRAM \NSIS � SITE PLAN SCALE: N.T.S. REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MARCHESE-420757 MARCHESE,JASON Queenabury,NY 12804 RGR 9/12/18 ROOF MOUNT 10 WESTERN RESERVE TR CHECK 11700 WATTS OUEENSBURY,NY 12804 DRAWING DATE: BY: 518-307-2848 alea@apexwlarpower.corn _ NUMBER: e (5181-309-2786 DRAWING TITLE:COVER AND PLOT PLAN I PV-01 at - PROPERTY LINE 8 SUSPANEL ----— CONDUIT RUN 0 DC DISCONNECT ---— DRIVEWAY 1 1 SOLAR MODULE 0 AC DISCONNECT I= MAIN SERVICE pANEL ESJUNCTION BOX UTILITY METER 111 MONITORING UNIT eg PV METER 0 COMBINER BOX DROOP OBSTRUCTION CUSTOMER INITIALS: FENCE— GENERATOR MAIN SERVICE PANEL STRING 2 15 MODULES INVERTER 1 INPUT 2 ' MSP(ATS) STRING 1 UTILITY METER 9 MODULES INVERTER 1 C37— INPUT1----,...,,,,,....„.......,..„,,,,........„. 0 a AC DISCONNECT ...'.." INVERTER -4 0 0 0 , ., .. STRING 3 NOTES: 15 MODULES 1. BOS TO BE LOCATED EXTERNALLY ON EASTERN INVERTER 1 SITE PLAN DETAIL WALL NEXT TO NEWLY INSTALLED GENERATOR/ATS INPUT 3 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING SCALE: N.T.S. WHENEVER POSSIBLE. 'REVISION NOTES: DRAWN DATE: ' PROJECT NAME: CLIENT: SCALE: 64 Min Stied REV REV BY DATE DESCRIPTION BY: MARCHESE-420757 MARCHESE,JASON I Queensbuty,NY 12804 RGR 9/12/18 ROOF MOUNT 10 WESTERN RESERVE TR 05000v6WdoCADIApeu Saler Power Merkantil kopcjpg sales@apecoolorpower ECK DATE:.com 11700 WATTS 5OUE18.30E7.284BUR8Y,NY 12804 DRAWING (518)-309-2786 BY: NUMBER: 1 DRAWING TITLE: WE PLAN,BOM,NOTES RV-02 i i t i i I , I's, I ROOF SPECS 3' —71' 32'-7" t 2'-10•/-- RAFTER SIZE: 2X4 ir''' RAFTER SPACING(in): 24 N ROOF MATERIAL: ASPHALT _,, J ARRAY SPECS x — — — — — — — — / TILT(•): 35 i I • AZIMUTH(•): 170 ® 0 0 ® 0 ® SQUARE FEET(ft2) 475 I I k ® ® ® ® ® ® ® ® VECTOR e n a i n e e a e i ® ® ® ® ® ® 0 eSi W.ORA/aR. MREuro.m.'°I n.rONE rs0/1//O•I776 UTA UTAM 84010 W,VW.v[CTORRE.COM { OF NE, e .11+410 3) ® E. 0 ® ® 0 ® 0 `i ' 4A 't ma ig ® ® 0 ® ® ® 0 "as; I / Fp Oa0181 t ''OFE88��' 09/20/2018 0 ® 0 ® ® ® ® 0 0 NEW YORK COA:0012807 Vector Structural Engineering has reviewed the mdehng structure with loading from the solar Trey end tog screw connections to the ended%framing.The design of the racking system,connections, actions, I and ell other structure Is by others.Be ,mechanical,, --- I. architecture',and M odor nonwuaRe aspects of the design are by others. VECTOR PROJECT NUMBER:U1886-1391-181 Q MOUNTING DETAIL SCALE: NTS OAZIMRRAY LAYOUT - ROOF 1 hprop01111111 UTH: SCALE: NTS Solar Modul` 11111.11100 IronRidge XR-100 Re L-Foot �' Flashing-Low Profl: / Composite Shingl 5/18"LAG adliall (Minimum 2.5"thread penetration) REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MARCHESE-420757 MARCHESE,JASON Queensbury,NY 12804 RGR 9/12/18 ROOF MOUNT 10 WESTERN RESERVE TR CHECK 11700 WATTS QUEENSBURY,NY 12804 DRAWING salesnaapoxsolatpower.com BY: DATE: 518-307-2848 NUMBER: (518)-309-2786 DRAWING TITLE: — — / 5'4 9'-9" 5'-8"--A ROOF SPECS RAFTER SIZE: 2X4 10'-3" RAFTER SPACING(In): 24 ROOF MATERIAL: ASPHALT `�' ARRAY SPECS r LI — — — — 7 TILT('): 35 AZIMUTH(•): 170 ® ® . 0 1 SQUARE FEET(ft2) 160 0 0 0 0 0 0 ® ® ® m h ................--1 VECTOR e n B t n e e R s 657 W.aAt(Nw PARK ILK,.arc.101 MIONI 03011 990-1 7 75 DIAILI.U74.184020 www.VIa I7333.aOM of NE, 44. oir . ii4 ,.,,,,,--;,,,,,,,, P : RRAY LAYOUT - ROOF 2 0 a.- �, O AZIMUTH: SCALE: NTS too o901 *�, / AOFEss0 09/20/2018 NEW YORK COA:0012807 Vector Stnlchur Engineering has reviewed the muting shucks. with loading*ern Me solar array and tag screw oonnsoYaro to the (Waling framing.The design o/dro raeld g system,connections, and as other structure ts by Own.Bsd Aced.madan ical. architectural.and all other nonstructural aspects of IM design are by others. VECTOR PROJECT NUMBER:U1886-1391-181 REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MARCHESE-420757 MARCHESE,JASON Queenebury,NY 12804 RGR 9/12/18 ROOF MOUNT 10 WESTERN RESERVE TR CHECK 11700 WATTS QUEENSBURY,NY 12804 DRAWING 8Y: DATE: eales@zapexeolarpower.com 518 307-2848 NUMBER: (518}309-2786 DRAWING TITLE: — % M INVERTER LABELS-ONE FOR EACH INPUT PHOTOVOLTAIC AC DISCONNECT MODULE ELECTRICAL SPECIFICATIONS INVERTER SPECIFICATIONS DESIGN CONDITIONS ELECTRICAL KEY: ALL SOLAREDGE INPUTS MAXIMUM AC OPERATING CURRENT 42A (39)TRINA TSM3000005A.05(II) SOLAREDGE SE11400H-US HIGHEST 2%DB DESIGN TEMP(•C►: I 31 -CM.- BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT any 9.84 RATED WATTS(EACH): 10000 MIN.MEAN EXTREME ANNUAL DB(°C): -29 -/'- SWITCH Vmut•500V OPEN CIRCUIT VOLTAGE(Voc): 39.9 AC OPERATING VOLTAGE(V): 240 0 SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS OPERATING CURRENT(IMP): 9.18 AC OPERATING CURRENT(A): 42 Is FUSE • SPLICE lopp=8.27A OPERATING VOLTAGE(VMP): 32.7 NUMBER OF MPPT CHANNELS 2 iir EARTH GROUND i hc=10.98A INVERTER EFFICIENCY: .99 m CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS INTEGRATED DC DISCONNECT ———GEC Iopp-16.54A EGC he=21.98A LINE-SIDE TAP 11&L2 FROM AC DISCONNECT (4)#10 PV-Wire (4)#10 THHN (3)#6 THHN (2)#6 BARE GRD (2)#6 THHN GRD (1)#6 THHN GRD (3)#4 THHN AI TO USE 3 PORT POLARIS BLOCKS FREE AIR 3/4.EMT 3/4"EMT (1)#6 THHN GRD GENERAC AUTOMATIC 1"EMT TRANSFER SWITCH 200A AC DISCONNECT r - ' ALL PANELS EQUIPPED WITH (1)SOLAREDGE SE11400H-US 60AMP SERVICE - M7 TE� SOLAREDGE P320 POWER NEMA 3R INVERTER W/INTEGRATED RATED FUSABLE 1` OPTIMIZERS SOLADECK DC DISCONNECTS (2)-60A FUSES r INPUT 1 L1 ��-- ) ''' '''\.,..,., STRINGI 4 L- -`--`-- ---�`_ \vpC« -AC Lz 9 MODULES OUTPUT N Ng o NEUTRAL FROM AC DISCO co- as _ 7... �� LOAD 5LINE L t-_ TO BE LANDED IN NEUTRAL BUS BAR INPUT 2 J STRING 2 P L `—`_--` -15 MODULES - DC». FULL LOAD BACK-UP m to . to FEEDS TO MSP _ GENERATOR 200A-MAIN BREAKER 200A-BUS RATTING MAKE:GENERAC r .cINPUT 3 � STRING 2 Q L'- ~ - DC=15 MODULES - to l m --.-_ INVERTER �` J GEC IRREVERSIBLY SPUCED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING COMM.CELLULAR KITGROUNDING ELECTRODE CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C HIGH AMBIENT TEMPERATURE:31°C 200 x 1.2=240 EXTREME LOW:-29"C 240-200(MCB)=40A SOLAREDGE SE11400H-US MAX CURRENT=42A ROOFTOP AMBIENT TEMP:53°C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=42A X 1.25=52.5A=60A BREAKER/FUSES CONDUIT FILL:1 64 Main Street REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: Queensbury,NY 12804 REV REV BY DATE DESCRIPTION BY: MARCHESE-420757 MARCHESE,JASON 6660 Joy Road RGR 9/12/18 ROOF MOUNT 10 WESTERN RESERVE TR C....°"'"Oo°di0""°1/"°c"o`^°'"0°OrVwwNa."'"'°" q East Syracuse.NY 13057 CHECK 11700 WATTS OUEENSBURY,NY 12804 DRAWING BY: DATE: salea@apexaolarpower.com 518 307-2848 NUMBER: (518)-309-2736 DRAWING TITLE:THREE-LINE DIAGRAM RV-04 i I 1 E C T 0 R E 11 G I CI E E R S VSE Project Number:U1886-1391-181 September 20,2018 Apex Solar Power 64 Main Street Queensbury,NY 12804 REFERENCE: Jason Marchese Residence:10 Western Reserve Trail,Queensbury,NY 12804 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:New York State Uniform Code,2017 Edition(2015 IBC) Risk Category:II Design wind speed: 115 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 50 psf ECIEGY L� Existing Roof Structure il-)) �5 SEP252018 Roof structure:2x4 manufactured trusses @ 24"O.C.(timber grade:SPF#2) Roofing material:asphalt shingles TOWN OF QUEEN S B U R 1' Roof slope:35° BUILDING& CODES Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array,other live loads will not be present or will be greatly reduced(New York State Uniform Code, 2017 Edition(2015 IBC),Section 1607.12.5).The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The gravity loads in the area of the solar array are decreased;thus, the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC as adopted by the 2017 NYSUC are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse,corn t VSE Project Number: U1886-1391-181 Jason Marchese Residence 9/20/2018 , 111 e n s i n E E R s The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Because the increase in lateral forces is less than 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC as adopted by the 2017 NYSUC. Thus the existing structure is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC NY Firm License:COA0012807 40DINE, „ev, ,,, ,..#Aft 4.,),;9..5VP g ,',4,..:..,..,... or .ram►i✓ l / tt`0A O90181 ��,, Ro ,O FEES 09/20/2018 Wells Holmes,P.E. NY License:090187-Expires:09/30/2020 Project Engineer Enclosures WLH/sjs 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1886-1391-181 SUBJECT: WIND PRESSURE , ,VECTOR E n s ' n E E R s PROJECT: Jason Marchese Residence Components and Cladding Wind Calculations Label: Solar£Panel y.;= Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: C =s Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]: 2 (Approximate) Comp/Cladding Locatione o216 Enclosure Classification **14-04**4-'' - Zone 1 GCp : Figure 30.4-2C (enter largest abs. value) Zone 2 GCp 1 (enter largest abs. value) Zone 3 GCp 3..2 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 27.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 (largest abs. value) OUTPUT: P=qh[GCp)-(GCp,)J Equation 30.9-1 Zone 1 Pressure, p [psf]: 27.2 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 32.6 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 32.6 psf(1.0 W, Corner Zones*within a) (a= 3 ft) CTOR E n C3 I n E E R S JOB NO.: U1886-1391-181 SUBJECT: CONNECTION PROJECT: Jason Marchese Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. (0.6 Wind) Tributary Area Max. Uplift Embedment [in]: - (psf) Width (ft) (I Force Force (lbs) Grade: :;%14:40-A2)* Zone Capacity[lbs/in]: NDS Table 12.2A 1 16.3 11.0 180 Number of Screws 2 19.6 11.0 215 Prying Coefficient: 1.4 3 -,!!! 19.6 * 40 -- 11.0 215 Total Capacity[Ibs]: 586 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). JOB NO.: U1886-1391-181 SUBJECT: GRAVITY LOADS , VECTOR E fl G I fl E E R S PROJECT: Jason Marchese Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 I 8 _. ::1 Asphalt Shingles 2.4 1.22 2.0 psf 1/2" Plywood 1.2 1.22 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum CIg. 2.0 psf M, E & Misc 1.5 psf DL 11 psf PV Array DL 3 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] ,_' =.'r New York State Uniform Code,2017 Edition(201f w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: 35 35 Snow Ground Load, pg [psf]: Si") ASCE 7-10, Section 7.2 Terrain Category: _ ASCE 7-10,Table 7-2 Exposure of Roof: : _ p`,s � � ASCE 7-10,Table 7-2 Exposure Factor, Cs: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Ct: - ASCE 7-10,Table 7-3 Risk Category: I ASCE 7-10,Table 1.5-1 r 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? -. 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: 1.00 0.58 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, pS [psf]: 35 20 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 20 JOB NO.: U1886-1391-181 SUBJECT: LOAD COMPARISON E n o i n E E R S PROJECT: Jason Marchese Residence Summary of Loads Existing With PV Array D[psf] 11 14 Lr[psf] 20 0 S[psf] 35 20 Maximum Gravity Loads: Existing With PV Array D+Lr[psf] 31 14 ASCE 7-10,Section 2.4.1 D+S [psf] 45 34 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psf]: 45 34 Ratio Proposed Loading to Current Loading: 75% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as adopted by the 2017 NYSUC are met and the structure is permitted to remain unaltered. � t Mono Multi Solutions THE ALLMAX5'PLU s} FRAMED 60-CELL MODULE 60 CELL MONOCRYSTALLINE MODULE ECEOWIEn 1111 SEP 2 5 2018 [1.j) 275-315W TOWN OF QUEENSBURY POWER OUTPUT RANGE BUILDING& CODES 19.2% MAXIMUM EFFICIENCY - Maximize limited space with top-end efficiency •Up to 192W/m2 power density •Low thermal coefficients for greater energy production at high operating temperatures Oi-51A1 POSITIVE POWER TOLERANCE Highly reliable due to stringent quality control Founded in 1997,Trina Solar is the world's leading •Over 30 in-house tests(UV,TC,HF,and many more) comprehensive solutions provider for solar energy. •In-house testing goes well beyond certification requirements we believe close cooperation with our partners is •PID resistant critical to success.Trina Solar now distributes its •100%EL double inspection PV products to over 60 countries at over the world.Trina is able to provide exceptional service • Selective emitter,advanced surface texturing to each customer in each market and supplement our innovative,reliable products with the backing of Trina as a strong,bankable partner.We are committed to building strategic,mutually Certified to withstand the most challenging beneficial collaboration with installers,developers, environmental conditions distributors and other partners. •2400 Pa wind load •5400 Pa snow load Comprehensive Products •35 mm hail stones at 97 km/h And System Certificates I EC61215/I EC61730/UL1703/I EC61701/I EC62716 ISO 9001:Quality Management System ISO 14001:Environmental Management System IS014064:Greenhouse gases Emissions Verification OHSAS 18001:Occupation Health and Safety Management System LINEAR PERFORMANCE WARRANTY �► 10 Year Product Warranty'25 Year Linear Power Warranty �" `""� II E I too:ro —— . a-1 L J 97�io Additional valu e fro, —1.<h �..,�. �,� �0 PV 40. ! 9o��o �Tr�a Solar's gnear wary Y mos\� —— v_J ant 0% Years 5 10 15 25 Trinasolar •Trina Linear Warranty Standard Step Warranty E { ALL AX pLUS FRAMED 60-CELL MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM-DDO5A.08(ll) 280-315W TSM-DDO5A.05(11) 275-310W Peak Power Watts-PMAx(Wp)* , 275 280 285 290 295 300 305 310 315 Power Output Tolerance-PAIN((W) 0-+5 Maximum Power Voltage-VMra(V) • 31.4 31,7 31.8 32.2 32.5 32.6 32.9 33.1 33.3 DIMENSIONS OF PV MODULE(mm/inches) Maximum Power Current-Iwa(A) . 8.76 8.84 ' 8.97 9.01 9.08 9.19 9.28 9.37 9.46 947/373 -p Open Circuit Voltage-Voc(V) 38.4 38.4 38.5 38.9 39.6 39.8 40.0 40.2 40.5 1 Short Circuit Current-Isc(A) 924 I 9.42 I 9.51 I 9,66 9.68 9.77 9.85 I 9.94 10.0 Junction Box qj Module Efficiency r (%) 16.8 17.1 17.4 17.7 18.0 18.3 18.6 18.9 19.2 SIC:Irradiance 1000W/m2,Cell Temperature 25'°C,Air Mass AM1.5. xamegate *Measuring tolerance:±3%. i 1 ELECTRICAL DATA(NOCT) 2 "'a AL. JA 1 Maximum Power-Pm.(Wp) , 205 209 212 216 220 223 227 231 235 b Maximum Power Voltage-Vwe(V) 129.1 29.4 29.5 I 29.9 ! 30.1 ' 30.2 30.5 30.7 30,9 e• Maximum Power Current-Iwv(A) { 7.04 7.10 ' 7.21 7.24 7.30 7.38 7.46 7.53 7.60 44.4 "�' '"de ..3 Open Circuit Voltage Voc(V) 1 35.7 ! 35.7 35.8 36.2 i 36.8 37A 37.2 37.4 137.6 I Grounding r"i` Short Circuit Current-Isc(A) 7.46 7.61 7.68 7.80 7,82 • 7.89 7.95 8.03 8.10 /12-Dran Hole \. NOCT:Irradiance at 800W/m2,Ambient Temperature 20°C,Wind Speed 1m/s. 1. -_ __1 2 - ...i__ MECHANICAL DATA 35/1.38 992/39.1 Solar Cells Monocrystalline 156.75 x 156.75 mm(6 inches) Back View Cell Orientation ' 60 cells(6 x 10) 11/0.43 Silicon sealant Module Dimensions 1650 x 992 x 35 mm(65.0 x 39.1 x 1.38 inches) Laminate Ifiliirl Weight i 18.6 kg(41.0 lb) :n Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass 5I Backsheet White[DDO5A.08(11)]; Frame Black(DDO5A.05(11)) 35/1.38 Frame Black Anodized Aluminium Alloy[DDO5A.08(II),DDO5A.05(II)] (A-A) ]-Box IP 67 or IP 68 rated Cables Photovoltaic Technology Cable 4.0mm2(0.006 inches2), I-V CURVES OF PV MODULE(305W) 1000 mm(39.4 inches) 104 t000w/m' Connecter ; MC4 9.0 8.8 - -__--__.... ___-.._ -. Fire Type • Type1orType2 t 5.0 4.0 - ?""----_-_." ---"---- - -- - TEMPERATURE RATINGS MAXIMUM RATINGS 3.0 ,,o NOCT(Nominal Operating Cell Temperature) r 44°C(±2°C) Operational Temperature -40-+85°C ° 10 Voltage(V) 40 so Temperature Coefficient of PMAX , -0.39%/°C Maximum System Voltage I 1000V DC(IEC) Temperature Coefficient of Voc • -0.29%/°C I 1000V DC(UL) P-V CURVES OF PV MODULE(305W) Temperature Coefficient of Inc 0.05%/°C Max Series Fuse Rating 15A(Power S285W) 350 t000W/m' 340 20A(Power 2290W) sso (DO NOT connect Fuse in Combiner Box with two or more strings in p0 parallel connection) tso >0000111 15* WARRANTY PACKAGING CONFIGURATION 10 year Product Workmanship Warranty Modules per box:30 pieces o ,o 20 Vo8ageOn 4° so 25 year Linear Power Warranty Modules per 40'container:840 pieces (Please refer to product warranty for details) CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. T I nac0 l a 1r ©2017 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to change without notice. Version number:TSM_EN_2018_C www.trinasolar.com t ci) soIarTifTjCC w Single Phase Inverter I— with HD-Wave Technology CC for North America W SE3000H-US/SE3800H-US/SE5000H-US/ SE6000H-US/SE7600H-US/SE10000H-US/SE11400H-US Z., -7;4>-re, * '.'71--'` : f- 2�' 7- " „sue t t _'.'' '� ' f { .� ' # 0 solaraylaV wave -'s p solar ••: ..kOwave r nw o- i N" iS j d 0 . ,,e, .... .-0 • w . , .. s I � - lilt ,,.; `,.-,..-;;.4 an c-.,'''Y$:-sse-.:.5 t by ^-,'- -v 33, a A- ---a __ • .� ', -m --e'`�.� l- j. , - :>" a^ 44_ ni,,sw n>rar�" '�- < <s- #.,.,�,- �,- s,r Optimized installation with H D Wave ech of ' Specifically designed to work with power optimizers s Record-breaking efficiency - Fixed voltage inverter for longer strings - Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12 - UL1741 SA certified,for CPUC Rule 21 grid compliance - Extremely small 1.-fin — High reliability without any electrolytic capacitors lL• — Built-in module-level monitoring % , — Outdoor and indoor installation wave - Optional:Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy) www.solaredge.us r solerTi! k s Single Phase Inverter with HD-Wave Technology for North America SE3000H-US/SE3800H-US/ SE5000H-US/ SE6000H-US/ SE7600H-US/SE10000H-US/ SE11400H-US _ 1 SE3000H-US LSE3800H-US 1 SE5000H-UST SE6000H-US SE7600H-USJSE10000H-US FSE1140014-1.IS OUTPUT ���_ Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000— 11400 VA 3300 208V 5000 @ 208V Max.AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 VA 3300 p 208V 5000 @ 208V AC Output Voltage Min:Nom.-Max. i Vac (183-208-229) AC Output Voltage Min.-Nom:Max. ./ / Vac (211-240-264) AC Frequency(Nominal) 59.3-60-60.5(i) Hz Maximum Continuous Output Current - 16 24 A 208V Maximum Continuous Output Current 12.5 16 21 25 32 42 47.5 A @240V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 I 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current 208V - 9 - 13.5 - I - - Maximum Input Current @240V 8.5 10.5 13.5 16.5 20 I 27 30.5 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Maximum Inverter Efficiency 99 I 99.2 CEC Weighted Efficiency 99 % Ni httime Power Consum tion _ — <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional(�) Rapid Shutdown NEC 2014 and 2017 Automatic Rapid Shutdown upon AC Grid Disconnect 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL16998,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 3/4"minimum/14-6 AWG 3/4"minimum/14-4 AWG DC Input Conduit Size/#of Strings/ 3/4"minimum/1-3 strings/ AWG Range 3/4"minimum/1-2 strings/14-6 AWG 14 6 AWG 21.3x14.6x7.3/540x370 Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 x 185 in/mm Weight with Safety Switch 22/10 I 25.1/11.4 I 26.2/11.9 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection Natural convection Operating Temperature Range -13 to+140/-25 to+60(3)(-40°F/-40°C option)(4) °F/°C Protection Rating NEMA 3R(Inverter with Safety Switch) ill For other regional settings please contact SolarEdge support (2)Revenue grade inverter P/N:SExxxxH-US000NNC2 r31 For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf (4)-40 version P/N:SExxxxH-US000NNU4 ETA RoHS @ SolarEdge Technologies.Inc.All rights reserved.SOLAREDGE.the SolarEdge logo.OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies.lnc.All other trademarks mentioned herein are trademarks of their respective owners.Date 0712018lV01%ENG NAM.Subject to change without notbce- ' r Cr soIarJ.W LLI Nj SolarEdge Power Optimizer ., 1-... Module Add-On For North America P300 / P320 / P400 / P405 v * z,}.� 1' ...t - , e�..w. s '° re= x ;tom :- C'�[ x { <: _ x i"°.y`;b_r^ #r r+..e,..xi r t e�i era' "rt�3--°:' .- t -- .� •',` ., 't +: r crt r 4 �` x,� ate �y�aw;�i-_. ,r �� �y"�+y4' '�-��" t _ r :'_ ,< v '#�,`- � ,Y �,. 1 i'�1 #.Q {i i , �- ' � `'' ".. � � r >.:. ^��" .yes- x T.<' t'' �aJ3`'r �x'i` a s a.'�st•.' +C. 1. ,,:';44� "f,.rK`". � + .s SF-a-i �?e+ +, "A r '.�k"C.=a {}YRx.$`-' ^'��"',�n:.'1 � , 1 i. �. ` '. .V -, / Attig-} - rv` ' 2-, 1- T :� S -f,{ ( �9 '+ Y]nW x C.AR ii,' s`ifi., -.,/✓l, Z r'/.,`-,.,, b _ ? " ' S „/!x 4 f. - €I . ,_ { .> "4 "-` t. Ross-_:.t 'x .SAW .F i { ; .g.o f;`xa sk .,s,, "- *-., f! , `., 4 ,«, ^a. , `; } t -. 'fit 4-Eig•,i-_t r' - t ,i #�5 .•r . s &,4 �"�' Asti'�.� '�, sue.�..- ; .�.�},a` ; 3 ".. s�.,, 1 r € t 1-1,`.,, r-- ; ''''--.*,,t--i i;',".".1;;;',1,----,*,-„,:-Y;*._,, ,,,,i.:--,k 4-;,,,,-,:,:.',":4-,,,t',4-,,,,:,,,,- ',t, PV.power opt mization at the*modufe-Iev__ei 4 Up`015riiore a #_ - d Superioz. r'effi`ciency( 9,5%) 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 main#enance with module-level monitoring ` Module-level voltage shutdown for inst llerabd fighir r=safet i _ USA-CANADA-GERMANY ITALY FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETNERLANDS-UK-ISRAEL www.solaredge.us ' - s soIarTj ' SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 - — -_ P400 - --P405 (for 60-cell modules) (for high-power (for 72&96-cell (for thin film 60-cell modules) _ module modules) INPUT Rated Input DC Powerttl 300 i 320 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current(Isc) 10 11 10.1 Adc Maximum DC Input Current 12.5 13.75 12.63 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURINGOPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 _ Adc Maximum Output Voltage 60 ____85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 1 Vdc Optimizer —__a STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety 1EC62109-1(class II safety),UL1741 RoHS Yes i1 S ALLATIONySPEaPlcAT10NS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters 128x152x27.5/ 128x152x35/ 128x152x48/ Dimensions(WxLxH) 5x5.97x1.08 5x5.97x1.37 5x5.97x1.89 mm/in Weight(including cables) 760/1.7 830/1.8 1064/2.3 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated•MC4 Compatible Output Wire Length 0.95j 3.0 I 1.2/3.9 m/ft „perating Temperature Range -40-+85 /�-40-+185 'C F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % ui Rated 5TC power of the module.Module of up to+S%power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERuI Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations of R is not allowed to mix P405 with P300/P400/P600/P700 in one string. CE a