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SOLAR-0664-2018TOWN 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-0664-2018 Date Issued: Friday, January 18, 2019 This is to certify that work requested to be done as shown by Permit Number has been completed. SOLAR-0664-2018 Tax Map Number: Location: Owner: 308.18-1-49 4 HONEY HOLLOW RD Daniel Larson Applicant:Apex Solar Power This structure may be occupied as a: Solar Panel Installation By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board or Zoning Board of Appeals. Director of Building & Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SOLAR-0664-2018 Tax Map No: 308.18-1-49 Permission is hereby granted to: Daniel Larson For property located at: 4 HONEY HOLLOW 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: Daniel Larson Solar Panel-Residential $24,201.00 Owner Address: 4 Honey Hollow RD Total Value $24,201.00 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,October 18,2019 (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 expiration date.) Dated at the Town Quee ury; Thu 'ay,/•c •.er 18, 2018 SIGNED BY: \ for the Town of Queensbury. Director of Building&Code Enforcement C Office Use Only TEEOWEOPermit#: ,� �V► e igmahOCT 16 2018 Fee: $ oc2 742 BayRoad Queensbur , NY 12804 ,...r � ��`��"' y ►'N OF rlUEE `bS URY Invoice#: 0 T P:518-761-8256 www.queensb ry netlL Sat SOLAR PANEL PERMIT APPLICATION • Property Owner(s): Name(s): DelAld L n r.OtJ Mailing Address, C/S/Z: 4 tidney eifa;.s R_vc, l eeniburtiK`q i 2:'ii Cell Phone: _( ) Land Line:_( S1S ) 14Sf-- '3 g Email: ran- I sa V.ecicul ci rnw I (NI Project Address: Sane aS41e Section Block Lot: 2 occ, -- I--Lig Existing Use: El,Single Family ❑ 2-4 Family ❑ Commercial ❑ Other: • Solar Contractor: Business Name: D a e_ El ci-rIt COS apes Cole- rawer\ Contact Name: (` ;, A.;tAe)ric Mailing Address, C/S/Z: (,w rAct)„ ( Aperts i 7-3 4 Cell Phone: _( ) Land Line: _( sty ) 3aq—z3g6 Email: • Electrical Contractor: Business Name: Sere as S.iar C0n1-rote ter Contact Name: Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( Email: Contact Person for Building & Code Compliance: Coll /41melrldc Cell Phone: ( ) Land Line: ( .08 ) 3c)(4- 2.113 , Email: Solar Panel Application Revised December 2017 Estimated cost of construction: $ ,o© Total System Capacity Rating (sum of all panels): Solar PV System: c kW DC Select System Configuration: -*Mast Sec a.44-etard cc-4- ?F4r , ❑ 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. freitSe Sze awe keJ fro Ai forrn.. Homeowner's Signature Date Gen101 tacten-i— f far Jrl Solar Co. Representative Signature Date Solar Panel Application Revised December 2017 DocuSign Envelope ID:285FE02C-8A49-4C60-8392-C4864B0873BB • • • • • •i0•� • . • • •• •• • • ••••4• • • • • • • • a pex'TM r AUTHORIZATION FORM "TO ACT AS AGENT FOR" I� Dire\ Los ciN owner of the premises located at: u 1.1-.3ne L40110w Rbati Town of Tax Parcel # vri5� hereby designate: Apex Solar Power 9 as my AGENT regarding my Permit Application for: P\ mvLAn Inc . l 9101-erA r—DocuSigned by: Oct 16, 2018 Z < SIGN HERE ` .A7cA4PFn7AF5d7? ��.. _..._..�...:....... °--, Date Signature 308.18-1-49 SOLAR-0664-2018 '` Larson, Daniel 1— = 4 Honey Hollow Rd Solar Panel Installation EQUIPMENT: PHOTOVOLTAIC SYSTEM PV MODULES: (30)TRINA TSM300DDO5A.05(II) INVERTER(S): (1)SE10000H-US SYSTEM SIZE: DC/AC kW STC: 9kW\10kW SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM. ' i i \ LO Q R•�il TOWN j.�`S a OF QUEENSBURY 1 C3 I 1 I BUILDING DEPARTMENT i . r 1,1. , Based on our limited examination,C4►Y1plianCe �s, -. with our comments shalt not be construed as ;�` IT:,� "' II. y indicating the plans and specifications are in i►":rw). N 'Ifullcompliancewith the Building Codes of E�-�r`� c' New York State. Ik �. `x' L......._ ' ..,4 ‘, ,,,, 0 ,0, II ..„ ,,,____._._:.:_.. „..i: YES NO POST INSTALL SUNEYES REQUIRED? n TOWN O F QUEENSBURY Vector dingfro l Engineering has d lag screw the existing structure with loading from Me solar array and lag screw connections to the existing framing.The design of the racking system,connections, and all other structure is by others.Electrical.mechanical, APPLICABLE CODES: BUILDING & CO ES T. architectural and all other nonstructural aspects of the design are ,,4 by others 2015 IRC CODE 2017 NYS UNIFORM CODE SUPPLEMENT Reviewed By. ,,,,,, *ECTOR 2014 NATIONAL ELECTRICAL CODE ,,, ,,, °a4PER n r l n e e e Date: ����� D Gate NA e.a., a,r,o, ��www.Vf 9 N.C.COJ .k e4ozo° �eLro.•��o• ,, %*NE SHEET INDEX 5% O �Q��g H044, 4::4. PV-01 COVER AND PLOT PLAN ' ' y ..,.i s * PV-02 SITE PLAN,STRINGS,BOM w PV-03 MODULE LAYOUT Nj lI w R+Z �: g 1 PV-04 THREE-LINE DIAGRAM SITE PLAN , ��OAgOFESSIO?P FILE COPY SCALE: N.T.S. 10/06/2018 Firm License Number:COA0012807 VSE Project Number:U1886-1416-181 DRAWN PATE: PROJECT NAME: CLIENT: SCALE: REVISION NOTES: •• • •• 64 Main Street REV REV BY DATE DESCRIPTION BY: LARSON-420663 LARSON.DANIEL •••• •••• a ex Queensbury.NY 121004 RGR 8/3/18 ROOF MOUNT 4 HONEY HOLLOW RD ••• ••• 9000 WATTS QUEENSBURY,NY 12804 DRAWING CHECK DATE: • NUMBER: • • BY: 518-796 9112 • ••• • salra(a�apexaolazpuwer.com -� — •• Solar Power ,51 R,_,�_27R6 DRAWING TITLE: COVER AND PLOT PLAN wr-01 KEY. PROPERTY LINE E SUBPANEL CONDUIT RUN 0 DC DISCONNECT DRIVEWAY O AC DISCONNECT I I SOLAR MODULE n MAIN SERVICE PANEL®©UNCTION BOX ❑ El MONITORING UNIT UTILITY METER cn Q PV METER COMBINER BOX ROOF OBSTRUCTION CUSTOMER INITIALS: MAIN SERVICE PANEL UTILITY METER { 0 AC DISCONNECT AC DISCONNECT INVERTER STRING 1 14 MODULES INVERTER 1 INPUT 1 0 _ o o , \ \- STRING 2 16 MODULES INVERTER 1 INPUT 2 NOTES: 1. BOS TO BE LOCATED INTERNALLY ON NORTHWESTERN WALL NEXT TO EXISTING MAIN SITE PLAN DETAIL SERVICE PANEL 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING SCALE N.T.S. WHENEVER POSSIBLE. . • • 64 Main Street REV REV BY DATE DESCRIPTION BY: LARSON-420663 LARSON,DANIEL ••..••.• Queensbury.NY 12804 RGR 8/3/18 ROOF MOUNT 4 HONEY HOLLOW RD •••a e)( CHECK DATE: 9000 WATTS QUEENSBURY,NY 12804 DRAWING . . ••• sales@apexsolarpower.com BY: 518-796-9112 NUMBER: Solar Power (518)-309-2786 DRAWING TITLE: WE PLAN,BOM,NOTES RV-02 • ROOF SPECS 3'-34" )' / 36'-04" / ,' 3'-34" RAFTER SIZE: 2x10 RAFTER SPACING(in): 16 36'-64" robv ROOF MATERIAL: ASPHALT ARRAY SPECS i _ _,t� TILT(°):(): 43 \ AZIMUTH(°): 142 I • • • • . • • • • • ' SQUARE FEET(ft2) 530 Vector Structural Engineering has reviewed the existing structure • • • • • 111 • • • with bading from the sdar array and lag screw connections to the I existing framing.The design of the racking system.connections. 4 and all other structure is by others.Electrical,mechanical, • • • • • 4 • • • I architectural,and all other nonstructural aspects of the design are II •,N by others. ` )VECTOR E n al i n E E R 9 -'li 651 W.GALENA Pawx p.vo.s e.101 ruE IBC II 990-/775 DRAPER.(.IrAH 94020 -mot y 3� 1 ,. 1 ,r, try Wi �j,,,, 09018y e, (/ ,'��FESS_�.-� 10/06/2018 -- Finn License Number:COA0012807 VSE Project Number:U1886-1416-181 1 ® MOUNTING DETAIL 16'-102" A �' 10'-34" f SCALE: NTS CARRAY LAYOUT - ROOF 1 1 AZIMUTH: SCALE: NTS Solar Module • Irn Ridge XR-100 Rail L-Foot Flashing-Low Profile - _______..._<____ ,___.___-._...____.__...._.....____'' ... Composite Shingle 5/16"LAG (Minimum 2.5"thread penetration) REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: •-• • e 64 Main Street REV REV BY DATE DESCRIPTION BY CARBON-420663 CARBON,DANIEL '••••!••• a e X Queensbuty,NY 13804 RGR 8/3/18 ROOF MOUNT 4 HONEY HOLLOW RD ••• ••• •• •. CHECK 9000 WATTS QUEENSBURY,NY 12804 DRAWING • ••• • sales�dl xaol wer.com BY: DATE: }3 arpo 518-796-9112 NUMBER: DRAWING TITLE: — — 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 (30)TRINA TSM300DDO5A.05(II) SOLAREDGE SE10000H-US HIGHEST 2%DB DESIGN TEMP(°C): 31 It BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT 5cc): 9.64 RATED WATTS(EACH): 10000 MIN.MEAN EXTREME ANNUAL DE(°C): -29 --''— SWITCH Vmax=500V OPEN CIRCUIT VOLTAGE(Von): 39.9 AC OPERATING VOLTAGE(V): 240 ID SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS OPERATING CURRENT(IMP): 9.18 AC OPERATING CURRENT(A) 42 m FUSE • SPLICE Iopp=8.27A OPERATING VOLTAGE(VMP): 32.7 NUMBER OF MPPT CHANNELS 2 .W. EARTH GROUND lac=10.98A INVERTER EFFICIENCY: 980 ?7 CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS INTEGRATED DC DISCONNECT GEC Iopp=16.54A EGC Isc=21.96A (4)#10 PV-Wire (4)#10 THHN (3)#6 THHN (2)#6 BARE GRD (2)#6 THHN GRD (1)#6 THHN GRD (3)#6 THHN (3)#4 THHN Al FREE AIR 3/4"EMT 3/4"EMT (1)#6 THHN GRD (1)#6 THHN GRD .- I // SINGLE-PHASE 3/4"EMT 1"EMT / 120/240V 3W METER AC DISCONNECT ALL PANELS EQUIPPED WITHAC DISCONNECT 60AMP SERVICE SOLAREDGE P320 POWER NEMA 3R (1)INVERTER SOLAREDGEINTEGRATED SE10000H-US 60AMP SERVICE RATED FUSABLE INVERTER W/INTEGRATED OPTIMIZERS SOLADECK DC DISCONNECTS RATED NON-FUSIBLE (2)-60A FUSES PIERCING TAPS I= —-- — _ --INPUT 1 Lt STRING 1 — -— —- 4 ' r----- l� _�DC— -AC 14 MODULES * OUTPUT N ^,, ( m � LOAD LINE _LOAD 5 LINE .r-- r____ __ y�QINPUT2 V. LO STRING 2 4 L_ — ---.— r --— DC,N E(......1---- 16 200A MAIN BREAKER MODULES 1 p m t m 1 m 200AMSP INVERTER (E)LOADS / 240V CELLULAR COMM.KIT (E)LOADS GEC IRREVERSIBLY SPLICED „ TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING 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 SE10000H-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: Queensbuty.NY 12804 REV REV BY DATE DESCRIPTION BY: LARSON-420663 LARSON,DANIEL 6660 Joy Road RGR 813/18 ROOF MOUNT 4 HONEY HOLLOW RD C,Ueenwemcoo.Dme.toCuD\Apex Saar Gower Moraor.1.9°Jpg Ent Syracuse.NY 13057 CHECK 9000 WATTS QUEENSBURY,NY 12804 DRAWING DATE: tales�aapexsDla�power.com BY: 518-796-91121 'NUMBER: (518)-309-2786 DRAWING TITLE:THEE-LINE DIAGRAM P-04 a t t Mono Multi Solutions ' ! 1 1 16 2O1 E THE , :, 1 ■ 1 OCT� I I I -i-g' ' :1 cr,.-. ::..- ::- vi. , :A _ .. p U 111111 ill FRAMED 60—CELL MODULE I I I I III I -_ - III i . 60 CELL I I ' ', MONOCRYSTALLINE MODULE III ' II I 275- 15W la 7 I POWER OUTPUT RANGE 19.2% MAXIMUM EFFICIENCY Maximize limited space with top-end efficiency %;:• •Up to 192W/ma power density •Low thermal coefficients for greater energy production at high o N 5IIII operating temperatures POSITIVE POWER TOLERANCE Highly reliable due to stringent quality control o •Over 30 in-house tests(UV,TC,HF,and many more) Founded in 1997,Trina Solar is the world's leading 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 all 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, iirocir--:- .) 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 IEC61215/IEC61730/UL1703/IEC61701/IEC62716 ISO 9001:Quality Management System IS014001:Environmental Management System IS014064:Greenhouse gases Emissions Verification OHSAS 18001:OccupManagement lth stern Safety LINEAR PERFORMANCE WARRANTY Management System 0� ...1.-) 10 Year Product Warranty•25 Year Linear Power Warranty us o:7,.v j L unarm - 97% Additii ::: 0iiiiiiidiea 13 Years ', 10 I:, tunaso I a 1r •Trina Linear Warranty Standard Step Warranty , # A FRAMED 60-CELL MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM-DDOSA.08(II) 280-31SW TSM-DDO5A.05(II) 275-310W Peak Power Watts-PMAx(Wp)* 275 280 285 290 295 300 305 310 315 Power Output Tolerance-NA.(W) 0-+5 Maximum Power Voltage-VMpp(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-IMpa(A) 8.76 8.84 8.97 9.01 9.08 9.19 9.28 9.37 9,46 947/373 -- Open Circuit Voltage-Voc(V) 38.4 38.4 38.5 38.9 39.6 39.8 40.0 40.2 40,5 ® Short Circuit Current-Isc(A) 9.24 9.42 9,51 9.66 9.68 9.77 9.85 9.94 10.0 i - Junction a°. t 1_ Module Efficiency rim(%) 16.8 17.1 17.4 17.7 18.0 18.3 18.6 18.9 19.2 STC:Irradiance 1000W/mz,Cell Temperature 25°C,Air Mass AM1.5. Nameplate i 'Measuring tolerance:±3%. 8 k a ELECTRICAL DATA(NOCT) Io Maximum Power-PM.(Wp) 205 209 212 216 220 223 227 231 235 o A A Maximum Power Voltage-VMHH(V) 29.1 29.4 29.5 29.9 30.1 30.2 30.5 30.7 30.9 ee Maximum Power Current-IMpp(A) 7.04 7.10 7.21 7.24 7.30 7.38 7.46 7.53 7.60 4-e 944 Installing Hoye. Open Circuit Voltage-Voc(V) 35.7 35.7 35.8 36,2 36.8 37.0 37.2 37.4 37.6 .43 a Grounding Hole Short Circuit Current-Isc(A) 7.46 7.61 7,68 7.80 7.82 7.89 7.95 8.03 8.10 , [ w 12-Drain Hole E NOCT:Irradiance at 800W/m2,Ambient Temperature 20°C,Wind Speed lm/s. / -L. le MECHANICAL DATA 35/1.38 992/39.1 Back View Solar Cells Monocrystalline 156.75 x 156.75 mm(6 inches) Cell Orientation 60 cells(6 x 10) 11/0.43 s;ii onsea;ant Module Dimensions 1650 x 992 x 35 mm(65.0 x 39.1 x 1.38 inches) laminate - Weight 18.6 kg(41.0 lb) Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass M s � � Backsheet White[DDOSA.08(II)]; Fra Black[DD05A.05(ll)] 35/1.38 Frame Black Anodized Aluminium Alloy[DDO5A.08(II),DD05A,05(II)] (A-A) J-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) 10r0 Connector MC4 9.0 1000W/m' 8.0 Fire Type Type 1 or Type 2 800W/m' - 7.0 :if-. A 6 awn,rrf e 5.0 4.0 '0u" - TEMPERATURE RATINGS MAXIMUM RATINGS 3.0 1.0 NOCT(Nominal Operating Cell Temperature) 44°C(±2°C) Operational Temperature -40-+85°C 0 ,0 20 30 40 50 Temperature Coefficient of PMAx -0.39%/°C Maximum System Voltage 1000V DC(IEC) VohageM Temperature Coefficient of Voc -0.29%/°C 1000V DC(UL) P-V CURVES OF PV MODULE(305W) Temperature Coefficient of Inc 0,05%/°C Max Series Fuse Rating 15A(Power<-285W) 350 1000W/m' 300 20A(Power 2290W) 250 eoow/m' - (DO NOT connect Fuse in Combiner Box with two or more strings in 3 200 �600w/m' parallel connection) d 0 150 400W/m_' WARRANTY PACKAGING CONFIGURATION 10 0 -"'--- 200WLre so !l 10 year Product Workmanship Warranty Modules per box:30 pieces 0 10 20 30 Voltage(V) 40 50 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. Tina sc: I r ©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 C/3 solar Single Phase Inverter with HD-Wave Technology CC for North America I I I SE3000H-US/SE3800H-US/SE5000H-US/ SE6000H-US/ SE7600H-US/SE10000H-US/SE11400H-US 0 solar'••: °' wave solar-•.: „verfe,. 2.5 WairaA • Est . •..� •Hs* $ I t • ♦ or • lit6 b 11, Optimized installation with HD-Wave technology im Specifically designed to work with power optimizers • Record-breaking efficiency - Fixed voltage inverter for longer strings I. 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 aw Extremely small — High reliability without any electrolytic capacitors Built-in module level monitoring111 — Outdoor and indoor installation wave - Optional: Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy) www.solaredge.us soIa ' _ Single Phase Inverter with HD-Wave Technology for North America SE3000H-US/ SE3800H-US/ SE5000H-US/ SE6000H-US/ SE7600H-US / SE10000H-US / SE11400H-US SE3000H-US SE3800H-US I SE5000H-US SE6000H-US I SE7600H-US SE10000H-US SE11400H-US 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 e 208V 5000 a 208V AC Output Voltage Min:Nom.-Max. - ✓ - Vac (183-208-229) AC Output Voltage Min.-Nom:Max. ✓ / ✓ ,/ ✓ Vac (211-240-264) AC Frequency(Nominal) 59.3-60-60.5111 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 County Confi urable Thresholds INPUT Maximum DC Power @240V 4650 5900 I 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - Transformer-less,Ungrounded t Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current 208V - 9 - 13.5 - Maximum Input Current @240V 8.5 10.5 I 13.5 16.5 20 27 I 30.5 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600k0 Sensitivity Maximum Inverter Efficiency 99 I 99.2 % CEC Weighted Efficiency 99 % Nighttime Power Consumption <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee!optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional1�1 Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,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 Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x185 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+60131(-40°F/-40°C option)141 °F/°C Protection Rating NEMA 3R(Inverter with Safety Switch) ili For other regional settings please contact SolarEdge support IZi Revenue grade inverter P/N:SExxxxH-US000NNC2 (3)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.At rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:07/2018/V01/ENG NAM.Subject to change without notice. Cr soIarTJ, II- LLI SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 - - C:) • « 17 R• • +tki µi ^ • RY'^�P -M•rt. '�. ." -1-.rYt • 41t!•!ry.. LLIa 44. • 1110 a CIMS • • ai r r o 25y • ,/ a AnP !`• .~ /;f1 • • 1 ~ PV power optimization at the module-level • Up to 25%more energy Superior efficiency(99.5%) g 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 , , solar_ i!If 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) 1 modules) modules) INPUT ._ ..----- - --------- - - - -- ------ -- Rated Input DC Power") 300. 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 1 13.75 12.63 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 _--_ - - Adc Maximum Output Voltage II 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer _ _ -1- — _. ------ -- __ i STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS __-- Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters 128 x 152 x 27.5/ 128x152x35/ 128x152x48/ Dimensions(W x L x H) 5 x 5.97 x 1.08 5 x 5.97 x 1.37 5 x 5.97 x 1.89 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 0.95/3.0 1 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % 'tl Rated STC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERI2l Minimum String Length 8 10 ( 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 j W Parallel Strings of Different Lengths Yes or Orientations It is not allowed to mix P405 with P300/P400/P600/P700 in one string CE ETA , .: i. � .-.:t�, .7:_.. i S.1 ;:_AI,r l ly rC; r. �-.fir„_ .-_,.•,'.'t'.S�'�• .l;t{'i; .( ,'.1',`?�. ::';ref,: -_ , j a� fl F;) OCT 162018 i ? .; VECTOR E n G i n E E R S u `� VSE Project Number:U1886-1416-181 October 6,2018 Apex Solar Power 64 Main Street Queensbury,NY 12804 REFERENCE: Daniel Larson Residence:4 Honey Hollow Road,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 Existing Roof Structure Roof structure:2x10 rafters @ 16"O.C.(timber grade: SPF#2) Roofing material: asphalt shingles Roof slope:43° 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 member forces in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. 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.com r VSE Project Number: U1886-1416-181 VECTOR Daniel Larson Residence 10/6/2018 E rt C 1 f`I 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 �( 40 a�0' ' 7 / a. ' -No." , 1 I ,.., 14 t Illm,,, %V W tt.4 t ,t 090$1 ,ti 10/06/2018 Wells Holmes,P.E. NY License:090187-Expires:09/30/2020 Project Engineer Enclosures WLH/ejb 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com 1 JOB NO.: U1886-1416-181 VECTOR SUBJECT: WIND PRESSURE E n o1 n E E R S PROJECT: Daniel Larson Residence Components 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]: 25 (Approximate) Comp/Cladding Location: Gable Roofs 27°<0<_45° Enclosure Classification: Enclosed Buildings Zone 1 GCp: 1.0 Figure 30.4-2C (enter largest abs. value) Zone 2 GCp: 1.2 (enter largest abs. value) Zone 3 GCp: 1.2 (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 K2 : 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[(GCS,)-(GCpi ll 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) E fl G CTOR I f'1E R S JOB NO.: U1886-1416-181 SUBJECT: CONNECTION PROJECT: Daniel Larson Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Max. Trib. Cd: 1.6 NDS Table 2.3.2 Pressure Max a (0.6 Wind) Tributary Area2 Max. Uplift Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 16.3 4.0 11.0 180 Number of Screws: 1 2 19.6 4.0 11.0 215 Prying Coefficient: 1.4 3 19.6 4.0 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). Z S' VECTOR JOB NO.: U1886-1416-181 SUBJECT: GRAVITY LOADS E rl C3 I 1"'i E E R S PROJECT: Daniel Larson Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 11.2 Asphalt Shingles 2.7 1.37 2.0 psf 1/2" Plywood 1.4 1.37 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum CIg. 0.0 psf M, E & Misc 0.0 psf DL 7 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] 0 New York State Uniform Code, 2017 Edition (201E w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 11.2 11.2 Roof Slope [°]: 43 43 Snow Ground Load, pg [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, Ct: 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 No 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: 0.83 0.83 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 29 29 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 29 29 Fb, Fvxx 9 )VECTOR Abbrev GRADES (psi) (psi) E (psi) (Ib/ft3) JOB NO.: U1886-1416-181 DFL#1 DFL#1 1,000 180 1,700,000 32 E rl Ci I t i E E R 5 DFL#2 DFL#2 900 180 1,600,000 32 DF1(5X) DFL#1 5X5&LARGER 1,350 170 1,600,000 32 SPF#2 SPF#2 875 135 1,400,000 26.2 SP#2 SP#2 1,100 175 1,400,000 34.3 PROJECT: Daniel Larson Residence SUBJECT: BEAMS 24F-V4 24F-V4 2,400 240 1,800,000 32 24F-V8 24F-V8 2,400 240 1.800,000 40 40 DESIGN LOADS: Load Types: Snow Live Dead LVL(2.0) LVL(2.0X106E) 2,200 285 2,000,000 42 Roof 29 20 9 CRITERIA(LI) DTL DLL DDL LSL LSL(1.3X106E) 1,700 400 1,300,000 42 Solar 3.0 A(BLANK) 120 240 STL36 GRADE 36 STEEL 21,600 14,400 29,000,000 490 B 240 480 STL46 GRADE 46 STEEL 27,700 16,500 29,000,000 490 C 600 800 STL50 GRADE 50 STEEL 30,000 20,000 29,000,000 490 Point Point o DLL DLLalbw Add'I Add'I a Live Dead n (in) (in) Roof Floor Wall Live Solar Point Dist Load Load w K A (SEE (SEE 1.5DL Length Trib Trib Trib Load Load Load D 'a' 'F'LL' Poi.' -3 o m Mmax Mallow Vmax Vabw DTI_ DTLallow COND COND GLB Label 'L'(ft) (ft) (ft) (ft) (plf) (plf) From -DJ (ft) (Ib) (Ib) 1 Grade Size F. C, CD CF,v R.(Ib) Rb(Ib) (ft-Ib) (ft-lb) (Ib) (Ib) (in) (in) 'C') 'C') Camb Check 16.67' 1.33' 4.0 (1) SPF#2 2x10 1.15 1.15 1.10 448 448 1866 2269 406 1436 0.674 1.667 0.334 0.833 0.82 M g •�uec. IL. LUI0 IL : LlrIVI �IVIUiHR�1 � � _�-,?�, r yC r, IVo, 6J��_ V• . 16/1U `') MIDDLE DEPARTMENT INSPECTION AGE N ', INC. �$ er,,A..$that the electrical wiring to the electrical equipment listed below has been examined and is approved as 44, being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date 2. y4) noted below and is issued subject to the following conditions. .) Owner: I 0Daniel Larson Date: 07) A 11/12/2018 I ��: Occupant: Location: I LV Solar PV System 4 Honey Hollow Rd. �;) Occupancy: Queensbury, Warren Co. NY At / Single Family Dwg. .! Applicant: Ak Apex Solar Power cad, 1 e 64 Main Street ., Queensbury, NY 12804 She t, L— l- � J `: Joseph A.Holmes fir. ) No. 145778106923EL. ,... .. _ ;%� 0 Equipment: � l 30 Solar Modules; 1 10,000 Watt Inverter; 2 -AC Disconnects; 1 - Line Side Tap (69 �;. Y ���I r � 61. al C. c.0'a {• j ^. 0 ,ram 0 co 'I) This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void, This certificate applies only to the use,occupancy and .;d i,1 above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership O) t inspection. No warranty is expressed or implied as to the mechanical safety. effi• of the property indicated above,this certificate shall be immediately null and void. FN� clency or fitness of the equipment for any particular purpose. This certificate shall in the event that this certificate becomes invalid based upon the above conditions, C o 1 be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department 4 Vry� system to which this certificate applies be altered in any way,Including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle (��JJ (.1 ed to,the introduction of additional electrical equipment and/or the replacement Of Department inspection Agency, Inc. to initiate the inspection and revalidation cO any of the components installed as of the above noted Oate,this certificate shall beprocess. A fee will b h �jj e charged for this sanrice. 27 Cy'<•�'�,�C:v^��;=`.�� y�ca}�,Y^L•:✓�.�_"��G_„Lr`S� .o �,% :alb: Sa .c ti r.-+r . �� iv' ��,,�1:fe�vr•!.�\.:c\r.•�.'.�•�:s^�.^-.. ti -,_$Tt_ Gc� ;:�-':`::J4�� L i� e tJ J4 ✓ .y /i`tv���' r ,� Y;:'';74a%�' ,,�`r C i<•`,.77 v ic-t7 4:�.,4.-; \_. ✓'\�'.�.�.a 1a:4�' •.4�V=V:-'Ta v��,. � �=L4,m,,ri g-U'.:,,,,,,,,,,,,..,;.. 1, :.. SQ .4Z- - O cra4 •Zoig w•g n t +. ilt4; ii lLY• L W JL32018 TOWN OF OUEENSBURY 3 lN &CODES