Loading...
SOLAR-0785-2018TOWN 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-0785-2018 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-0785-2018 Tax Map Number: Location: Owner: 295.18-1-12 25 SUGAR PINE RD James Campopiano Applicant:Apex Solar Power This structure may be occupied as a: Residential Solar Panel Installation (roof) 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 _ .. ,,,,,„,4.44# 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 'cgf Community Development - Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: SOLAR-0785-2018 Tax Map No: 295.18-1-12 Permission is hereby granted to: Apex Solar Power For property located at: 25 SUGAR PINE 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: James Campopiano Solar Panel-Residential $39,815.00 Owner Address: 25 Sugar Pine RD Total Value $39,815.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demarse Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Residential Solar Panel Installation(roof) $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,December 13, 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 ue ury; 4Th s a ,/I- - ber 13,2018 i SIGNED BY: i for the Town of Queensbury. Director of Building&Code Enforcement ` Office Use Only r4fts00.. �`. 14:;: Permit#: '„i_ -t� '7 eS S _,2d l Fee: $ 742 Bay Road,Queensbury, NY 12804 Invoice#: III 3 P:518-761-8256 www.queensbury.ne. E \b" 1,.SOLAR PANEL PERMIT APPLICATION /7o) 1ij- -7 r) I� DEC 1 1 �Li) , • Property 2018 ope ty Owner(s): op t,-`�f rLc '�,„ , 'BURY Name(s): lames (i m�=ops Ana .__._.� .'t` ME-fiT Mailing Address, C/S/Z: 2S S P)re R ocvi Oue_ens!)`'` N\1 i2.$O 4 Cell Phone: _( SiK ) -"cog- Lilo-7 Land Line: _( ) Email: i Lamr6 at rocks)ru mv,I's 2'0,14 Project Address: 2S Sear f 7n e R.oaa Section Block Lot: 2,q.S. I $ t--i?- Existing Use: El Single Family ❑ 2-4 Family ❑ Commercial ❑ Other: • Solar Contractor: Business Name: Dee ere_Jric L Ds1 apex Safe✓ Pnzi'er' Contact Name: C.vl,;l f-)ir�eiri ' Mailing Address, C/S/Z: 64 ('r)exin S4-ree-)-\ (bueens bury Nq ti.2 ry Cell Phone: _( ) Land Line: _( SiX ) 3o' - 218/ Email: 61lvip(rfr4.Ca ape.ifatcv-r.3 Jo', cam • Electrical Contractor: Business Name: came_ Contact Name: Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( ) Email: Contact Person for Building & Code Compliance: Ceici-y, fiiM iricer. Cell Phone: ( ) Land Line: ( S►8 ) 3o'1,-z i c1 Email: Ci-timPlr3rR. 0cAfe_ sda.vwcr•c„.% Solar Panel Application Revised December 2017 r � Estimated cost of construction: $ 3q <4. Sr cx> Total System Capacity Rating (sum of all panels): Solar PV System: rz i5 kW DC Select System Configuration: tease §ee 4 -44ec� ❑ 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. -P sect e. A G at,XA{ -Fbnvv, Homeowner's Signature l Date C. A U Cafte --0 ar ex SJ t I% Solar Co. Representative Signature Date Solar Panel Application Revised December 2017 Jdn. 4. /u i 1 : 4 J r kirmwolu1H= ter ; -.,,• .ie.y, �_ No. 6694 F. 2/8 i J-\y,�. J.:Y\J/0eaftr'ti"�4%J�:$S.JZI�G�e��.'���e'�4�d� .< MIDDLE DEPARTMENT' INSPECTION AGENCY, INC. ,✓�1<? �4 1ecvptti es that the electrical wiring to the electrical equipment fisted below hAs been examined and is approved as a < being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the dote , a noted below and is issued subject to the following conditions. j�>> �� Owner: j James Campopiano Date: 12/21/2018 Occupant: Location: ,a ,� Solar PV System 25 Sugar Pine Road y» (' occupancy: z, ) ,Single Family Dwg, Queensbury Warren Co. NY l45 kApplicant:I �1 141 A Apex Solar Power (r> � ' 64 Main Street so - P Queensbury, NY 12804 tp• Joseph A.Holrrtes • 4— No. ( 14577810777.7EL 9.1 4 O. tit t ? Equipment: �v >»,35 -Solar Modules; 1 - 11,400 Watt Inverter; 1 -AC Disconnect; 1 - Line Side Tap .a ( ti O. VThis cartiticate applies the electrical wiring to the electrical equipment listed mmediataty null and void. This certificate applies only to the use,occupancy and %A 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 cot, (0) inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above,this certificate shah be immediately null and void, j 0) canny or fitness of the eouipment for any particular purpose. This certificate shall In me event that this certificate becomes invalid based upon the above conditions, G �,. 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. 10 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 4ed to.the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation 0t any Of the components installed es of the above noted date,thiS certificate shall be process. A fee will be charged for thiS service. \ ( ) e - if'r4��g6'�•'.�%` J,��� �Jr~;ish' �•:��:`�+�,c- f:fiav�J^"i�'�,. i%��'':�•��-G—iG' }� :�•G'V��cCY�=verlL; l� ;�:�i:�t'Yri.;Y.�>:ti •�«hvf(.1 Ll>t{-e `."N Mated r���V r rj tti' ,,'gLLSS.� tvt"%, ,*r*r r,./�✓ r3..?•y_3n'>'6�{Li 7<�ti 44J4v.�'n%`.i. S,S>�.. C�:"7,1. `ja LA-L,- O�`�- 24t'3 Ott 5111 Vi �`" , 0 JAN042019 1 TOWN OF-OUEEMS tURY BU• ILDING t Ot:?DE"S I DocuSign Envelope ID:9E8EF717-9DE0-438E-AA27-6742CD0988E5 • • • • • • •• •• • • ••••. � •• • •• • • • • a - Apex AUTHORIZATION FORM "TO ACT AS AGENT FOR" I, James Campopiano owner of the premises located at: 25 Sugar Pine Rd Town of Queensbury , Tax Parcel # 295.18-1-12 , hereby designate: Apex Solar Power as my AGENT regarding my Permit Application for: Installation of residential PV e—DocuSIgned by: 11/21/2018 c opiptvt,o< SIGN HERE '-76C8531564414AE... Date Signature PHOTOVOLTAIC SYSTEM 295.18-1-1 2 SOLAR-0785-2018 iano, James EQUIPMENT: Camp PV MODULES: (39)PANASONIC VBHN325SA17 1 SYSTEM SIZE: DC/AC kW STC: 12.675kW\11 4kW 25 Sugar Pine Rd INVERTER(S): (1)SE11400H-US Solar Panel Installation (roof) SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM. Cr) FILE COPY o TOWN OF QUEENSBURY BUILDING DEPARTMENT ��� Based on our limited examination,compliance z ��� ,� with our comments shad Ilot be construed as m m�� IIII�� indicating the plans ano specifications are in full compliance with the Building Codes of 7New York State, 10 Ili all, Vector StricMY Engineering has reviewed the existing stature -=, wee,boding from the soar array and lag screw connections to Me costing frac.%The design of Me racking system connections, and sll ed-sanctum is by others.Elecai.,mechenical. aMWeeNsl.end A oMar nonstructural aspects of the design are by oMrs. ,IN POST INSTALL SUNEYES REQUIRED? r� ligi mii, ,VECTOR unoirime ap Uj L err. ,ar ,„o„, APPLICABLE CODES: 11 0 Z wa.wtw.o..wa, w..re,oaar.=o„ 2015IRC CODE CV Oil O NEW j,\ 2017 NYS UNIFORM CODE SUPPLEMENT C 7 Cy E w rCt' l• HO(y'91- 2014 NATIONAL ELECTRICAL CODE g Kg 0 TOWN OF OUE s, R .i _ '; /': IT ��- / SHEET INDEX O� BUILDING & CAD /.e `rR0 Og0189 ��', PV-01 COVER AND PLOT PLAN Reviewed By ���Ii� r. \FESS�% PV-02 SITE PLAN,STRINGS.BOM -•v��J '� I r�- PV-03 MODULE LAYOUT ®ate. Firm License Number:COA0012807 PV-04 THREE-LINE DIAGRAM __ VSE Project Number:U1886-1518-181 SITE PLAN SCALE: N.T.S. REVISION NOTES: DRAWN PROJECT NAML CLIENT: SCALE: BY: DATE: 64 Main Street REV REV BY DATE DESCRIPTION CAMPOPIANO-420840 CAMPOPIANO,JAMES Qaoonaboly.NY 12804 RGR 10/15/10 ROOF MOUNT 25 SUGAR PINE RD DADwoe'' -dtn.urr4h1! CHECK WATTS OUEENSBURY,NY 12804 DRAWING . BY: DATE: sales(aapexaolmpower.com 51&798-4637 l �ER: 5186309-2786 DRAWING TITLE: COVER AND PLOT PLAN PV-01 r 1 STRING 2 18 MODULES KEY MAIN SERVICE PANEL INVERTER 1 PROPERTY LINE 9 SUBPANEL UTILITY METER CONDUIT RUN INPUT 2 DRIVEWAY 0 DC DISCONNECT SOLAR MODULE ❑O AC DISCONNECT AC DISCONNECT n MAIN SERVICE PANEL®®JUNCTION BOX El AC DISCONNECT ® PVILITY M TER METER O COMBINER BOXNIT ROOF OBSTRUCTION INVERTER --E CUSTOMER INITIALS. Q O ' O \— STRING 3 0 \ 8 MODULES INVERTER 1 INPUT 3 C3 STRING 1 NOTES: 13 MODULES INVERTER SITE PLAN DETAIL 1. BOS TO BE LOCATED INTERNALLY ON WESTERN INPUT 1 WALL NEXT TO EXISTING MSP 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING SCALE N.T.S. WHENEVER POSSIBLE. REVISION NOTES: DRAWN PROJECT NAME: 1 CLIENT: SCALE: BY: DATE: M Main Sweat REV REV BY DATE DESCRIPTION GAILROPIANO 120840 CAMPOPIANO,JAPES oaanbiny.NY 12104 ROR 10/15/1S HOOP MOUNT 25 SUGAR PINE RD DIGDrIvSWROCADUpax Solar Power Ror¢mnal logo.pg CHECK 11700 WATTS OUEENSBURY.NY 12B04 DRAWING DATE: BY: 518-798-4637 NUMBER: aaI0G! r.apcneolagrowecom (5MR-309-27R6 DRAWING TI E: SITE PLAN,BOP.NOTES R1/-02 ROOF SPECS ' 2'-5" / 17'-5" t 2'-5" ,- TRUSS SIZE: 2x6 17'-11" re- TRUSS SPACING(in): 24 ROOF MATERIAL: ASPHALT ARRAY SPECS TILT("): 17 AZIMUTH(b): 95 e SQUARE FEET(ft2) 230 ® i ® ® ® or structural Engineering has renewed au besting structure Ib loading from to solar array and lag screw cdxrctlors to Ne s Z fra7 iu desgn of to V 7 system,con`-ctgns, ad all odrer san 01 c hn by nonstructural tural aspects of design cottecturel,and ell alhrer nomtruclur9 aspects of Me desgn ere by others. ® ® )IEcToR 1 e n e I n E e R e ® ® ® I a.,,w"a.mw eaoan.e.a.rm P„d.. .�ea�.oea.eo., ��pP NE°�,©�1 `, 1 ® ® ® i J 1 % o.oae1 0,r \/ r 40FE851* 12/07/2018 i __11, Firm License Number COA0012807 16e VSE Project Number:U1886-1518-181 O MOUNTINGLDETAIL OARRAY LAYOUT - ROOF 1AZIMUTH: SCALE NTS Solar Modal: IronRidge XR-100 Rai �� L-Fool Flashing-Low Profil Composite Shingl hingl: 1 5A 6"LAG all (Minimum 2.5"thread penetration) REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: •SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: CAMPOPIANO-420840 CAMPOPIANO,JAMES Quccnsbury,NY 128(14 - ROR 10/15/1e ROOF MOUNT 25 SUGAR PINE RD o t0a.5yewduo. Enesnee.Mteaaxald4go4yy CHECK 11700 WATTS QUEENSBURY,NY 12804 DRAWING BY: DATE: salcs6q apersolagwwer.com 518-798-4637 NUMBER: (518)-309-2786 - — DRAWING TITLE: — — ROOF SPECS / 4'-04" / 20'-104• 4'-o-" �` TRUSS SIZE: 2x6 TRUSS SPACING(in): 24 21'-44" ROOF MATERIAL: ASPHALT ARRAY SPECS TILT(a): 19 r �e in I AZIMUTH(ay 95 ) ,, SQUARE FEET(ft2) 315 ® ® ® ® ® ® I Vector Structural Engineering has rernwea the earstag structure eite loading from the solar array arse lag screw carmeceons tote exist...e.g.S.The des,of des the re keg system.wmecem. are at ogee structure a by others.Eisele.,meth ane., rlectural.e et ctn other nonatrursl woofs of the oesign a- by aers. ® ® ® ® ® ,�/ECTOR ® ® ® ® ® ® I C . ® , C E R B I � aeaea.. ,. a�0 N E w\..«,oeaa.ro. 1.4 3 1 .,, rt I -7 tg th u, Z A. Mla r\6Op 090181 1+� EN 6 N-110FESSO-- \ J 12/07/2018 Firm License Number COA0012807 __ \ VSE Project Number:U1886-1518-181 O 4 RRAY LAYOUT - ROOF 2 AZIMUTH: SCALE: NTS REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIEN I: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: CAMPOPIANO-420640 CAMPOPIANO,JAMES Queensbury,NY 12804 RGR 10/15/18 ROOF MOUNT 25 SUGAR PINE RD o-vwr.walnoablewvawrta-aamumlw CHECK '11700 WATTS OUEENSBURY,NY 12804 DRAWING_ DATE' BY: 518-798-4637 NUMBER: sales44(apexsolatpower.com (518)-309-2786 DRAWING TITLE: — 2-11' 13-111" f— 4'-2' ROOF SPECS , T , / TRUSS SIZE: 2x8 4. TRUSS SPACING(in): 24 r..47 ROOF MATERIAL: ASPHALT r ` 1 yse— — ARRAY SPECS TILT(e): 20 ® `p�O' ® AZIMUTH(°): 185 SQUARE FEET(ft2) 140 Veu«SMutanl Englneadng M.asawed as iodating sauaue we loading from Ow solar array and a9 earn connections to the away framing.The aa4n d in....0 mrn.oa.aedare. one 4.ether .0*1e la byes ern .Becalm!.ntli awn.r.5 aer.al. . .ale al other no,Mnw.r Pamela a not arm re by einem 1 IVECTOR ® 0 ® ® e net 1On e e a e 'Iry wear r4nr1 sro-rs>'s e,.,r,Ci.. 890.7 � OF NE HGc 9\ trJ3� , .1 s ` / 03 vcs ® 0 ® L \AgOFESS\O?P "4° 12/07/2018 ® CD ® Firm License Number COA0012807 VSE Project Number.U1886-IS18-181 14-'S' / OARRA1 Y LAYOUT - ROOF 3 AZIMUTH: SCALE: NTS - I CLIENT: SCALE: REVISION NOTES: DRAWN PROJECT NAME: BY: DATE: 64 Main Street REV REV BY DATE DESCRIPTION _ CAMPOPIM40-420840 CAMPOPIANO,JAMES Queensbury.NY 12104 RCM 10/15H13 ROOF MOUNT i 25 SUGAR PINE RD o"pan'e.u"e°'wap.a0a.'oner"'TM-'sa'd1•0118 11700 WATTS TS OUEENSBURY.NY 12804CHECDRAWING ules(a_'apez.ole power.cotn BY: DATE: 518-7914637 NUMBER: {5181-309-2786 . 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 47.5A (39)PANASONIC VBHN325SA17 SOLAREDGE SEI1400H-US HIGHEST 2%DB DESIGN TEMP(°C) 31 1L BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT INCI 6.03 RATED WATTS(EACH): 11400 MIN.MEAN EXTREME ANNUAL DB('CI -29 —,---'— SWITCH Vim=500V OPEN CIRCUIT VOLTAGE(Von). 69.6 AC OPERATING VOLTAGE(VI: 240 O SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS OPERATING CURRENT(IMP) 565 AC OPERATING CURRENT(Al 47.5 m FUSE • SPLICE Popp=8.27A OPERATING VOLTAGE(VW) 57.6 NUMBER OF MPPT CHANNELS 2 T EARTH GROUND he=10.98A INVERTER EFFICIENCY: .99 /77 CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS INTEGRATED DC DISCONNECT GEC lopp=16.54A EGC Ix=21.96A (6)#10 PV-Wire (6)#10 THHN (3)#6 THHN (3)#6 BARE GRD (3)#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 SINGLE-PHASE 3/4"EMT 1"EMT ,� 120/240V 3W METER AC DISCONNECT \ �I ALL PANELS EQUIPPED WITH (1)SOLAREDGE SE11400H-US AC DISCONNECT 60AMP SERVICE SOLAREDGE P320 POWER NEMA 3R INVERTER W/INTEGRATED 60AMP SERVICE RATED FUSABLE OPTIMIZERS SOLADECK DC DISCONNECTS RATED NON-FUSIBLE (2)-60A FUSES PIERCING TAPS r INPUT 1 u 1 / /— STRING.1 ♦ L —_—___—�— I9 13 MODULES ',so DC OUTPUT IN — gm 1 fi . .= m LOAD LINE j LOAD UNE r QINPUT 2 LO STRING 2 * L — ••••.._ �� 200A MAIN BREAKER K 18 MODULES O� m m 200AMSP (E)LOADS f 240V r r INPUT 3 2" Lo STRING2 * Lr --- .� (E)LOADS MODULES Im m , INVERTER GEC IRREVERSIBLY SPLICED ° 1 TO EXISTING GEC OR BONDED CELLULAR = DIRECTLY TO EXISTING COMM.KIT GROUNDING ELECTRODE CONDUIT ELEVATION:1/2 TO 3-1/2"=22"C 1 HIGH AMBIENT TEMPERATURE:31°C 1200 x 1.2=240 EXTREME LOW:-29°C 1 240-200(MCB)=40A SOLAREDGE SE11400H-US MAX CURRENT=47.5A ROOFTOP AMBIENT TEMP:53°C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=47.5A X 1.25=59.375A=60A BREAKER/FUSES CONDUIT FILL:1 ' 64 Maio Street REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: Queembmy,NY 12804 REV REV BY DATE DESCRIPTION BY: CAMPOPIANO-420MO CAMPOPIANO,JAMES • 6660 Joy Road RGR 10/15/18 ROOF MOUNT 25 SUGAR PINE RD East Syracuse.NY 13057 • CHECK 11700 WATTS OUEENSRURY,NY 12804 DRAWING BY: DAB' 518-798-4637 NUMBER: Wcs@spexwirpower.com _. , (518).309-2786 • DRAWING TITLE:IMREE-LINE DIAGRAM RV-04 H I T Panasonic Photovoltaic Module N330/N325 Panasonic's unique heterojunction technology uses ultra-thin amorphous silicon layers.These thin dual layers reduce losses, resulting in higher energy output than conventional panels. a , . , _ _ __, 11 ,.e i 1 ; � IIi! H i II / i * , .vp.ornt.n•silicon I Double sidedtextured surface A- - r�-rt••vmao•eon•..ntrro,eomr.v•.ni o.•onmarrooaa•e.R col ,. n..e.m..n.:e .a rs I iiIIIIIJI_ nmp . o • I I i ! j Plialliet- ,f ',. 1 WW1-mm.morenoo.rikoo far I I •- 1 I . E4ctmtlez Advanced bifacial cell designed for increased energy output. 1 I I I I 1 The cell utilizes sunlight reflected back from the rear side f material which captures more light and converted into energy. !) I 1 I 1 1 I Panasonic I I i \ .r 4 + t 11 1 ac ee Bac -t Our competitive advantages ,‘ ....* High Efficiency at High Temperatures 25 Year Product and Performance Warranty** As temperature increases, ® leading year w perform at high levels due toHIT the industrycontinues leadingto and performance Industry 25 warrantyproduct is backed byorkmanship a century temperature coefficient of-0.258%/°C. No other old company- Panasonic. Power output is module even comes close to our temperature guaranteed to 90.76%after 25 years,far greater characteristics. That means more energy than other companies. throughout the day. j% Quality and Reliability 7' Higher Efficiency 19.7% Panasonic's vertical integration, 20 years of �', Enables higher power output and greater energy Mw experience manufacturing HIT®and 20 internal yields. HIT®provides maximum production for your tests beyond those mandated by current limited roof space. standards provides extreme quality assurance. IDmDt Low Degradation Enhanced Frame Design 101301 HIT"N-type' cells result in extremely Low Light `; A new 40 mm frame increases durability and ••••14"•. Induced Degradation (LID) and zero Potential strength being able to handle loads of up to 5400 Pa. Induced Degradation (PID)which supports Also,the water drainage system give rain,water and reliability and longevity.This technology reduces snow melt a place to go, reducing water stains and annual degradation to 0.26%compare to 0.70% soiling on the panel. Less dirt on the panel means in conventional panels,guaranteeing more power more sunlight getting through to generate power. for the long haul. HIT®is a registered trademark of Panasonic Group f H I T Panasonic Photovoltaic Module N330/N325 ELECTRiL,;L z)i cultIGATIONS PERFORMANCE WARRANTY VBHN330SA17 VBHN325SA1 7 00% fOM 1 Rated Power 1Pmaxl' 330W 325W vsv. li • • Maximum Power Voltage IVpm) 58.0V 57.6V •M„x vox Maximum Power Current(lpml 5.70A 5.65A Open Circuit Voltage(Voc) 69.7V 69.6V Ss% .w.dos.ar. Short Circuit Current(lsc) 6.07A 6.03A 20% an Temperature Coefficient IPmax) -0.258%/°C -0.258%/°C 75% Temperature Coefficient(Voc) -0.16V/°C -0.16V/°C Temperature Coefficient)lscl 3.34mA/°C 3.34mA/°C oox 0 5 10 15 20 25 NOCT 44.0°C 44.0°C ►salmsSlr ■CI__,U J CEC PTC Rating(Tentative) 307.1W 302.3W Cell Efficiency 22.09% 21.76% DIMENSIONS Module Efficiency 19.7% 19.4% Watts per Ft! 18.3W 18.0W ,i, B' a� r 'scoot - �t�al = — ® • 'Maximum System Voltage 600V 600Vf Series Fuse Rating 15A 15A 7 1...,1411......,......■•■' 4, Warranted e Warranted Tolerance(-/+) +10%/-0%' +10%/-0%' .■■■■■■■ a}?' _ \ I J essis ■ k MECHANICAL SPECIFICATIONS y 111111....111111 y Model VBIiN330SA17,VBHN325SA17 ■■■■■■■■ SO i• Internal Bypass Diodes 4 Bypass Diodes •.......■. �T ......■■, , Module Area 18.02 Ft.2(1.b7m') mr'.o) Weight 40.81 Lbs.(18.5kg( ■ ■ ■■ ...�`■■ ■■ .. '"est." Y Dimensions LeWxH 62.6x41.5x1.6 in.)1590x1053x40 mm) I• r ,,,x,,,,t .—i. Cable Length,Male/-Female 40.2/40.2 in.11020/1020 rem) ••••Mwnl...lba..°d Sl.n.L°.a 21 0 9.1 %I Cable Size/Type No.12 AWG/PV Cable Y s minim... .,.,,,,, u m m m - sl a Connector Type' Multi-Contact"'Type IV IMC4T"I n 52 - - - 51 •2a 2o.xs1 •m 2a25 WInASn.wL.adlhonll 50P.r 112N 112 Pa SON B 8 12100 Pal 15400 P.1 lag) I2{00 Ptl Static Wind/Snow Load 112 PSF 15400Pa1"""" = I—= 121MLaadlea°q s l v1 4 112P.' SaN a>• � 12{ad P.1 )tiro Pal ISa00 P.I 12{00 P.I Pallet Dimensions LxWxH 63.7x42.2x46.4 in. 000tim"n—n' Section B—B' Quantity per Pallet/Pallet Weight 24 pcs./1049 Lbs.(476 kg) Unit:inches(mm) 'Please refer to the Installation Manual for different toads — .2 Quantity per 40'Container 672 pcs. Quantity per 20'Container 288 pcs. DEPENDENCE ON IRRADIANCE l l 7.00 taearrifff OPERATING CONDITIONS&SAFETY RATINGS 6.00 - Model VBHN330SA17,VBHN325SA17 5.00 soow:m Tx Operating Temperature -40°F to 185°F 1-40°C to 85°C) 4.00 sooWim Hait Safety Impact Velocity 1"hailstone 125mm)at 52 mph(23m/sl 3.00 40oW:nt Safety&Rating Certifications UL 1703,cUL,CEC 2.00 UL 1703 Fire Classification Type 2 Z00W m Limited Warranty 25•"Yrs Workmanship and Power Output(Linear)•.• L00 2.• �\ J 000 NOTE:Standard Test Conditions:Air mass 1.5;irradiance=1000W/m';cell temp.25°C 0 10 20 30 40 50 60 70 80 •Maximum power at delivery.For guarantee conditions,please check our guarantee document. Voltage IV) ••Installation need to be registered through our website ww.nanasonleusahitwarranty.com within 60 days Reference data for model:VBHN3305A17 w in order to receive twenty-five 125)year Product workmanship.Otherwise,Product Workmanship will be (Cell temperature:25°C) /f only fifteen 1151 years. •••1st year 97%,after end year 0.26%annual degradation to year 25. ®CAUTION!Please read the installation manual carefully before using the products. SIC.Cell temp 25°C,AM1.5,1000W/m' Used electrical and electronic products must not be mixed with general household waste.For ro er treatment, 'Safety locking clip(PV-SSH41 is not supplied with the module. recovery and recycling of old products,please take them to applicable collection points in accordanceproper with NOTE:Specifications and information above may change without notice. your national legislation. Panasonic Eco Solutions of North America Aft Rights Reserved 0 2017 COPYRIGHT Panasonic Corporation Specifications are subject to change without notice Two Riverfront Plaza,5th Floor,Newark,NJ 07102 Panasonic 01/2018 panasonicHlT@us.panasonic.com business.panasonic.com/solarpanels RS1878305 V) solar - • • W Single Phase Inverter with HD-Wave Technology DC for North America W SE3000H-US/SE3800H-US/SE5000H-US/ SE6000H-US/SE7600H-US/SE10000H-US/SE11400H-US +cam„23 , a `` • solarM ++14Dwrne 0 solar,I' ,..Fpwa.e 'I • • .M • •••• • • �: 0 � o • Optimized installation with HD-Wave technology = Specifically designed to work with power optimizers • 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 — High reliability without any electrolytic capacitors — 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 so I a r ' • • • 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 SES000H US 1 SE6000H-US 1 SE7600H-US SE10000H-US I SE11400H-US _OUTPUT _ Rated AC Power Output 3000 5000 7600 10000 11400 VA 3800 @ 240V 6000 @ 240V ` 3300 @ 208V 5000 a 208V Max.AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 VA 3300 @ 208V 5000(1a 208V AC Output Voltage Min:Nom:Max. ✓ - - Vac (183-208-229) AC Output Voltage Min:Nom.-Max. ✓ ✓ ✓ ✓ ✓ l ✓ Vac (211-240-264) AC Frequency!Nominal) 59.3-60-60.51i1 Hz Maximum Continuous Output Current - 16 24 A 208V Maximum Continuous Output Current 12.5 16 21 25 32 42 47.5 A 0240V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUC. Maximum DC Power @240V 4650 5900 7750 9300 11800 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 - - - Maximum Input Current @240V 8.5 10.5 13.5 16.5 20 27 30.5 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600k-t 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 Optionalm Rapid Shutdown-NEC 2014 and 2017 Automatic Rapid Shutdown upon AC Grid Disconnect 690.12 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 in/mm x 185 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)(4) °F/°C Protection Rating NEMA 3R(Inverter with Safety Switch) 01 For other regional settings please contact SolarEdge support 131 Revenue grade inverter P/N:SExxxxH-US000NNC2 131 For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf 1'1-40 version P/N:st0000H-US000NNU4 Erg Ro H s ©SolarEdge Technologies,Inc.All 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. solar - L, NJ SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 �- CD tt:, UI i •�i.. P%J power optimization at the module-level • Up to 25%more energy • Superior efficiency(99.5%) • Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading • Flexible system design for maximum space utilization Fast installation with a single bolt • Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety USA-CANADA•GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us _.,, , solar - g i - 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) 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 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 I Adc Maximum Output Voltage 60 1 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power I —� — — 1 Vdc Optimizer___ J STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety lEC62109 1(class II safety),U11741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters 128x152x27.5/ 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 tom/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 I 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % ❑I Rated SIC power of the module.Module of up to K A power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERI=I 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 ,''It Is not allowed to mut P405 with P300/P400/P000/P700 in one etrind. CE ETA t . , . , )"VECTOR E n G f fl EERS VSE Project Number:U1886-1518-181 December 7,2018 Apex Solar Power 64 Main Street Queensbury,NY 12804 REFERENCE: James Campopiano Residence:25 Sugar Pine 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 1 &2 structure:2x6 manufactured trusses @ 24"O.C. Roof 3 structure:2x8 manufactured trusses @ 24"O.C. Roofing material:asphalt shingles Roof 1 slope: 17° Roof 2 slope: 19° Roof 3 slope:20° 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.com r VSE Project Number: U1886-1518-181 James Campopiano Residence �/ � C��� R 12,7,2018 E n e m a 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 Of NE 1 4 r,r.4 Of 1111; op- co 12/07/2018 Wells Holmes,P.E. NY License:90187-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 t JOB NO.: U1886-1518-181 SUBJECT: WIND PRESSURE EFIGIFIEER S PROJECT: James Campopiano 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]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°< 0<_27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-2B (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 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 24.4 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]: 22.0 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 41.5 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 63.5 psf (1.0 W, Corner Zones* within a) (a= 3 ft) JOB NO.: U1886-1518-181 EC TO R SUBJECT: CONNECTION E n O I rl E E R S PROJECT: James Campopiano Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Max. Trib. Cd: 1.6 NDS Table 2.3.2 Pressure Max d (0.6 Wind) Tributary Area Max. Uplift Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [Ibs/in]: 205 NDS Table 12.2A 1 13.2 4.0 11.0 145 Number of Screws: 1 2 24.9 4.0 11.0 274 Prying Coefficient: 1.4 3 38.1 4.0 11.0 419 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). 'V o R JOB NO.: U1886-1518-181 E n G 1 n E E R S PROJECT: James Campopiano Residence Roof 1 Calculations : JOB NO.: U1886-1518-181 ))0vEcToR SUBJECT: GRAVITY LOADS Er n G i n E: E± R s PROJECT: James Campopiano Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 3.7 Asphalt Shingles 2.1 1.05 2.0 psf 1/2" Plywood 1.0 1.05 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 10 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 (201 E. w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 3.7 3.7 Roof Slope [°]: 17 17 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 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: 1.00 0.88 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 31 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 31 e , JOB NO.: U1886-1518-181 VECTORSUBJECT: LOAD COMPARISON E n G I n E E R S PROJECT: James Campopiano Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 20 0 S [psf] 35 31 Maximum Gravity Loads: Existing With PV Array D+ Lr[psf] 30 13 ASCE 7-10, Section 2.4.1 D+S [psf] 45 44 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psf]: 45 44 Ratio Proposed Loading to Current Loading: 98% 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. JOB NO.: U1886-1518-181 VECTOR E n G I n E E R S PROJECT: James Campopiano Residence Roof 2 Calculations : , , . JOB NO.: U1886-1518-181 \/ EcrcJR E rl G I n E E R S SUBJECT: GRAVITY LOADS PROJECT: James Campopiano Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 4.1 Asphalt Shingles 2.1 1.06 2.0 psf 1/2" Plywood 1.1 1.06 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 10 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]: 4.1 4.1 Roof Slope [°]: 19 19 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 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: 1.00 0.85 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 35 29 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 29 JOB NO.: U1886-1518-181 VECTOR SUBJECT: LOAD COMPARISON /Efl1EE R S PROJECT: James Campopiano Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 20 0 S [psf] 35 29 Maximum Gravity Loads: Existing With PV Array D+ Lr[psf] 30 13 ASCE 7-10, Section 2.4.1 D+S [psf] 45 43 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psf]: 45 43 Ratio Proposed Loading to Current Loading: 95% 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. Ecal..0 R JOB NO.: U1886-1518-181 E rl G I n E E R S PROJECT: James Campopiano Residence Roof 3 Calculations : JOB NO.: U1886-1518-181 E SUBJECT: GRAVITY LOADS EFIGIFIEER S PROJECT: James Campopiano Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 4.4 Asphalt Shingles 2.1 1.06 2.0 psf 1/2" Plywood 1.1 1.06 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 10 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]: 4.4 4.4 Roof Slope [°]: 20 20 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 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: 1.00 0.83 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 35 29 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 29 4 JOB NO.: U1886-1518-181 Ec T O SUBJECT: LOAD COMPARISON E n o l n E E R S PROJECT: James Campopiano Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 20 0 S [psf] 35 29 Maximum Gravity Loads: Existing With PV Array D+ Lr[psf] 30 13 ASCE 7-10,Section 2.4.1 D+S [psf] 45 42 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psf]: 45 42 Ratio Proposed Loading to Current Loading: 94% 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.