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SOLAR-0538-2018 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-0538-2018Date Issued: Friday, January 11, 2019 This is to certify that work requested to be done as shown by Permit Number SOLAR-0538-2018 has been completed. 289.18-1-12 Tax Map Number: 99 MANNIS RD Location: Carol Fisher Owner: Apex Solar Power Applicant: 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 Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY iEs _ 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 pislio Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SOLAR-0538-2018 Tax Map No: 289.18-1-12 Permission is hereby granted to: Apex Solar Power For property located at: 99 MANNIS 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: Carol Fisher Solar Panel-Residential $20,670.00 Owner Address: 99 Mannis RD Total Value $20,670.00 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: Thursday,August 22,2019 (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 To of Que sbury W -est:y,August 22,2018 Air i SIGNED BY: '- N4 for the Town of Queensbury. Director of Building&Code Enforcement ..,& Office Use Only P i #: f9 t,t/ -0 S 3Ys -ZM TECEOF____ T Fe —Ts", c, 742 Bay Road,Queensbury,NY 12804 AUG 20 2018 ni_j #: C7? 7 P:518-761-8256 www.queensbury.net TOWN OF QUEENSBURY SOLA INL `I�I I� PtI ATION • Property Owner(s): Name(s): Carol F?.spker Mailing Address, C/S/Z: qq flc nn;s Roo41 Clueetukknj N' r2So14 Cell Phone:_( ) Land Line:_( S t ) `zqr 53oq Email: • Project Address: e q milArog Roael Section Block Lot: 2• ®i< - I- 1`3. Existing Use: b 4 Single Family ❑ 2-4 Family ❑ Commercial ❑ Other: • Solar Contractor: Business Name: nemarSe EIS T . (.1)6A apex Saar Paster) Contact Name: CA, R,melrick. Mailing Address, C/S/Z: (04. moan S- re_4•.,e)ueensbt.4.r9 12,5s04 Cell Phone:_( ) Land Line:_( gig ) 2oq-21 us e Email: • Electrical Contractor: Business Name: Contact Name: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line:_( Email: Contact Person for Building & Code Compliance: Cadu l4:mdrtcJL Cope_v CA[rar Pamei\ Cell Phone: ( ) Land Linea ( c is ) 3oq-v-1 g4 Email: Cis:,.-e fr)C @ a.d I_Y.Sokrarpo 'r't 6ain Solar Panel Application Revised December 2017 Estimated cost of construction: $ 1..O (.016.OD Total System Capacity Rating (sum of all panels): Solar PV System: -7,44 kW DC Select System Configuration: *precise see ct. ,&) Se4- rang. ❑ 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. -*Please See 6--etched proxy 4. rm» Homeowner's Signature Date (.of e tA- P apex So a( Power)r) ►1 1 11? Solar Co. Representative Signature Date Solar Panel Application Revised December 2017 e � C co-0\ F Wvc-r • • • • • •• • �• • • •• •• • • •!•,�• • • • •• • • • apexTM r AUTHORIZATION FORM "TO ACT AS AGENT FOR" I, Caro Fisi,er owner of the premises located at: AA Roe-AA Town of QueeAc un7 Tax Parcel# I gq; 153- I- i2. , hereby designate: O ex Saar Power as my AGENT regarding my Permit Application for: Rea eder4ioJ\ roof mclup, d star sLsk(L Date Signature 289.18-1-12 SOLAR-0538-2018 Fisher, Carol PHOTOVOLTAIC SYSTEM 99 Mannis Rd EQUIPMENT: Solar Panel Installation PV MODULES: (26)TRINA TSM300DD05A.05(II) , - SYSTEM SIZE: INVERTER(S): (1)SE7600H-US DC/AC kW STC: 7.8kW\7.6kW SCOPE OF WORK: 71 , INSTALLATION OF A SAFE AND CODE-COMPLIANT ..s. GRID-TIED SOLAR PV SYSTEM. I-'-, ,,,pF NEl,, ,,,v.- KEVINJ. p'Q s>r r7D * 0did 1-3 • i:4 (.,' , /. 7ea3aAa �'1 F"ca S1 ,1t-�::y,cr s$ `90Q ell78552.1 I►+r'.�M�� _ � * :` KEVIN J.WOOD,P.E. { b (7 1:;n{ ,ram Civi&Environmental Englneering 0 Nil G emui : 2 ,/ 3 Horicon Ave 0 cz 0 C. LAG a.-S-S,Q SO 0 C ,may Glens Falls,NY 12801 113 v Z n �., ( , ''ri __ (518>796 1559 4�I G-� ,.3 '`%�.� Kgyp� YES 1 N*D 1 Y1'. POST INSTALL SUNEYES REQUIRED? ',+�,I XIZI co o rom [��} APPLICABLE CODES: 5 p (� m C° JA die `��( 2015IRC CODE -gm@ w C RI ° ' tl { 2017 NYS UNIFORM CODE SUPPLEMENT to..,C� Z 73 -4 ° 1•+ 2014 NATIONAL ELECTRICAL CODE � 1 sV$-? SHEET INDEX .9, 8 8 PV-01 COVER AND PLOT PLAN PV-02 SITE PLAN,STRINGS,BOM PV-03 MODULE LAYOUT ' PV-04 THREE-LINE DIAGRAM ANN,s�O M SITE PLAN SCALE: N.T.S. n end mxmannOMaaxh. ,lOMIOnen¢,I.ato:,&norN,sw000ntw • REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: •41 * • 64 Main Street REV'REV BY DATE DESCRIPTION EY' s �+ ' aeX Queensbury,NY 12889 FISHER-420641 FISHER,CAROL R.�•' RGR 7/27/18 ROOF MOUNT 99 MANNIS RD J.♦! i,•• ••Ss 11f#1• CHECK 7800 WATTS OU@ENSBURY,NY 12804 DRAWING BY: DATE: *. �, - sales@aapersolaipower,com 518-798-5309 NUMBER: • ! -"- Solar Power 018)309.2786 ' DRAWING TITLE: COVER AND PLOT PLAN PV-01 I KEY: ---- PROPERTY LINE ®SUEPANEL - CONDUIT RUN ®DC DISCONNECT DRIVEWAY Q AC DISCONNECT I SOLAR MODULE ®®JUNCTION SOX n MAIN SERVICE PANEL 0 MONITORING UNIT Q UTILITY METER El PV METER Q COMBINER BOX11 ROOF OBSTRUCTION I ITI CUSTOMER INALS: . SUB PANEL -\01110. 1 MAIN SERVICE PANEL UTILITY METER 1111111% AC DISCONNECT It!0 11 o STRING 1 12 MODULES INVERTER 1 STRING 2 INPUT 1 14 MODULES . INVERTER 1 0 INPUT 2 INVERTER 1 AC DISCONNECT NOTES: 1. BOS TO BE LOCATED INTERNALLY ON SOUTHERN SITE PLAN DETAIL WALL AND EASTERN WALL NEXT TO MSP, SCALE: N,T.S. 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING WHENEVER POSSIBLE. REVISION NOTES: DRAWNII PROJECT NAME: CLIENT, •. • ; 64 Main Street REV REV BY DATE I DESCRIPTION BY: DATE: (FISHER-420&it FISHER,CAROL r G4 M Quernsbury,NY 12604 RGR 7/27118 ROOF MOUNT 99 MANNIS RD •R �;•• CHECK 7800 WATTS 1 QUEENSBURY,NY 12804 DRAWING ,• se I � �•� a Ilr)eX BY: DATE; 1518-798.5309 I NUMBER: •, sales@ mapessolarpoorcr,cu S©lar Power (518)-304-2786 DRAWING TIRE: SFTE PLAN,BOM,NOTES IRV.02 "' r V} R f • 6 / 2'-114" / 16'-32" / 2'-114"� ROOF SPECS RAFTER SIZE: 2x12 1. RAFTER SPACING(in): 24 , ROOF MATERIAL: STANDING SEAM cv ARRAY SPECS TILT(°): 31 © 0 ® AZIMUTH(a): 170 SQUARE FEET(ft2) 210 0 0 0 0 0 0 0 ►:• ►S 0 Ala O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o II i J 2()MOUNTINGLDETAIL 16'-92" / ()ARRAY LAYOUT - ROOF 1 ()ARRAY SCALE: NTS Solar Module •• IronRidge XR-100 Rai AGSU Standing Seam Clam Flashing-Low Profit Standing Sea ---------------- --T REVISION NOTES: DRAWN DATE: BY: PROJECT NAME: CLIENT: SCALE: . s s o• 64 Main Street REV REV BY DATE DESCRIPTION FISHER-420641 FISHER,CAROL •t •i•�-k!• a ex Queensbury,NY 12804 �� RGR 7/27/18 ROOF MOUNT 99 MANNIS RD •�•' ilk." CHECK 7800 WATTS QUEENSBURY,NY 12804 DRAWING "Pi•�a '' salesCapcxsolatpowcecam BY: DATE: 518-7985309 NUMBER: • Solar Power (518)-309-2786 DRAWING TITLE: — — 1 3'-91" 16'-7" 3'-91"1 _ ROOF SPECS _—s I RAFTER SIZE: 2x12 III I MI NMMI= ` RAFTER SPACING(in): 16 ROOF MATERIAL: STANDING SEAM ARRAY SPECS TILT(°): 13 I rit,t AZIMUTH(°): 260 • SQUARE FEET(ft2) 245 ��°F NE era KEVIN J. °�1." 2 #918552.1 0 A I I ,2N d' N / 13a-9" / 1 T-1" ARRAY LAYOUT - ROOF 2 INSTALLER TO FIELD VERIFY ALL DIMENSIONS AND REPORT ANY 0 AZIMUTH: SCALE: NTS DESCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION ALL SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CODE AND MANUFACTURER'S INSTRUCTIONS alteration ofiM,document except M a professional mainmrls allolmon DI...* REVISION NOTES: DRAWN PROJECT NAME: CLIENT: SCALE: •! •, BY: FISHER-420641 FISHER,CAROL 64 Main Sneet REV REV BY DATE DESCRIPTION DATE: •• '%or/ a ex Queensbury,NY 12804 RGR 7127/18 ROOF MOUNT 99 MANNIS RD CHECK 7800 WATTS QUEENSBURY,NY 12804 DRAWING •�•'"sue• •' sales@apexsolarpower.com BY: DATE: i 518-7985309 NUMBER: Solar Power (518)-309-2786 DRAWING TITLE:— MODULE LAYOUT ROOF 2 —PV-03a2 l 0 Ili .t, xP 4. 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 32A (26)TRINATSM300DD05A05(II) SOLAREDGESE7600H-US HIGHEST2%DB DESIGN TEMP CC): 31 r_ BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT(1sc): 9.64 RATED WATTS(EACH): 7600 MIN.MEAN EXTREME ANNUAL DB(°C): -29 -/.- SWITCH Vmax=500V OPEN CIRCUIT VOLTAGE(Voc): 39.9 AC OPERATING VOLTAGE(V): 245 CI SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS OPERATING CURRENT(IMP): 9.18 AC OPERATING CURRENT(A): 32A m FUSE • SPLICE Iopp=8.5A OPERATING VOLTAGE(VMP): 32.7 NUMBEROFMPPTCHANNELS 2 - EARTH GROUND lac=11.25A INVERTER EFFICIENCY: .99 m CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS INTEGRATED DC DISCONNECT ———GEC Iopp=17A - - EGC !so=22.5A (4)#10 PV-Wire (3)#6 THHN (2)#6 BARE GRD 3/ 6 THHN GRD ()#6 THHN ()#6 THHN Al 3/4"EMT (11)#6 THHN GRD (1)#6 THHN GRD FREE AIR 3/4"EMT 1"EMT METER SOLAREDGE SE7600H-US AC DISCONNECT INVERTER WITH INTEGRATED AC DISCONNECT 6OAMP SERVICE DC DISCONNECTS SCAMP SERVICE RATED FUSABLE b 1 STRING OF QL— — l RATED NON-FUSIBLE i (2)-40A FUSES 12 MODULES I L—_-_-_.QpUT1 ' � PIERCING TAPS m I C -ACL INI OUTPUT t.2 'I • • LINE �■ . r- -i '� GEC LOAD �, LINE -_- LOAD - ___�.___ 200AMSP LC) 1 STRING OF Q L -`--- -L. --`QINPUT 2 240V 14 MODULES IDC re AC DISCONNECT �.tj-200A MAIN BREAKER ALL MODULES EQUIPPED 6OAMP SERVICE WITH SOLAREDGE CELLULAR RATED NON-FUSIBLE P320 OPTIMIZERS COMM.KIT, 35A-2P-PV TO EXISTING SOLAR LOAD t LINE GEC IRREVERSIBLY SPUCED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE CONDUIT ELEVATION:112 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 SE7600H-US MAX CURRENT=32A ROOFTOP AMBIENT TEMP:53°C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=32A X 1.25=40A=40A BREAKER/FUSES CONDUIT FILL:1 64 Main StradREVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: Queensbury,NY 12804 REV REV BY DATE DESCRIPTION BY: FISHER-420641 FISHER,CAROL 6660 Joy Road RGR 7/27/18 ROOF MOUNT 99 MANNIS RD cwo"aw,°mco°o°omewm°cMwC°S Solar Power°"wnm,bg0 9 East Syracuse,NY 13057 - CHECK 7800 WATTS QUEENSBURY,NY 12804 DRAWING DATE: BY: 518-798-5309 NUMBER: sales@apexsolaTower.com (518)-309-2786 - DRAWING TITLE:THREE-LINE DIAGRAM RV-04 = -^- r^ KEVIN J. WOOD, P.E. CIVIL&ENVIRONMENTAL ENGINEERING G � � � st17,2018 1\ L1 Mr.Rob Reynolds AUG 2 0 2018 Apex Solar Power 64 Main Street -TOWN QF QUBBNSBURY Queensbury,NY 12804 BUILDING&CODES Re: Solar Panel Project—Fisher Residence 99 Mannis Rd,Queensbury,NY Dear Mr.Reynolds: I've completed my review of the proposed solar panel installation on the house at the subject location. Per your request,I determined whether the existing rafter configurations would adequately support the additional solar panel weight. I also calculated expected rooftop wind loads for this building at this location. According to information provided by Apex,panels are proposed to be installed on two roof planes: Roof 1 - a 7:12 pitched gabled roof over the garage area. This roof is framed with 2x12 rafters spaced 24"on center overlain with plywood sheathing and standing seam metal roofmg. The rafter cavities are infilled with insulation and the bottoms are finished with a T&G pine ceiling. Roof 2- a 3:12 pitched main house shed roof. According to the owner,this roof is framed with 2x12 rafters spaced 16"on center. The rafters are overlain with plywood sheathing and standing seam metal roofing. These rafter cavities are also infilled with insulation and the bottoms are finished with a T&G pine ceiling. Additional roof details are provided on the enclosed calculation sheets. According to information provided by Apex: The solar panels will be Trina TSM300 mounted to aluminum racking. The racking will be Ironridge XR-100 rail mounted to the roof using AGSU standing seam clamps secured to the metal roofing. A summary of my evaluation follows: First the existing roof dead loads(rafters,sheathing,roofing,etc..)were determined. According to the solar panel manufacturer's information,each panel is approx 3.25'x 5.4' and weighs 41 lbs. The panels will be grouped into arrays positioned on the roofs in a southerly facing orientation. Since there will be several,relatively small point loads distributed over the surface of the roofs,this was treated as a distributed load. The dead load due to the solar panels was determined to be 2.8 psf,including the racking. The live loads(snow loads)were then determined using the procedures in ASCE 7-10. Since the panels will lie close to,and parallel with,the roofline,there isn't expected to be an increase in snow load as a result of the placement of the panels. A ground snow load of 50 psf was used. Site specific exposure conditions were determined using GIS aerial imagery. 3 HORICON AVE,GLENS FALLS,NY 12801 (518)796-1859 KIWD11 QGMAIL.COM x �t FISHER 8/17/18 - PG 2 Next,the bending strength and deflection were calculated and compared to typical rafter design strength values. No grade stamp information was provided. Therefore,the rafter species was assumed to be equivalent to grade#2 southern pine,a relatively conservative assumption in terms of strength. The wind load was then calculated using the procedures in ASCE 7-10. There are several factors which effect wind load,and these are stated on the enclosed calculations. A 115-mph wind speed(3-sec gust) was used for the analysis. In conclusion: The existing rafters should be adequate to accept the additional solar panel load. The calculated rooftop wind load for this building in this location was determined to be 21.0 psf. The resulting shear and uplift forces are shown on the enclosed calculation sheets. It is imperative that the contractor provide appropriate flashing and a watertight seal around all roof penetrations. Further,the panels must be installed in a manner which does not restrict the normal roof drainage patterns. All system components must be installed in accordance with manufacturer's instructions. While consideration was given to snow drifting,it is highly recommended that the owner not allow excessive snow or ice buildup on the roof,as with any roof. Please contact me at(518)796-1859 if you wish to discuss this project further or if site conditions are not as described in this report. Sincerely, Kevin J.Wood,P.E. Of RE14, KEV1N J.co WOOD Att tiO 04 4 Q� _,s' it cSSI Enc. cc: C.Fisher FISHER RESIDENCE ENGINEERING REPORT PREPARED BY: 99 MANNIS RD SOLAR PANEL PROJECT KEVIN J:WOOD, P.E. QUEENSBURY, NY AUGUST 2018 PAGE: 1 OF 3 ROOF 1- 7:12 PITCHED SHED MAIN HOUSE ROOF- 2X12 RAFTERS- STANDING SEAM METAL ROOFING DEAD LOADS(DL)= STANDING SEAM METAL ROOFING= 1.5 PSF PLYWOOD SHEATHING= 2.3 PSF RAFTERS= 2.0 PSF INSULATION= 1.3 PSF T&G PINE CEILING= 2.4 PSF EXISTING DL= 9.5 PSF SOLAR PANEL ARRAY WT(DL) = 3.25'X 5.4'PANELS @ 41 LBS EA= 2.3 PSF ALUMINUM FRAME = 0.5 PSF ARRAY DL= 2.8 PSF TOTAL DL= 12.3 PSF • LIVE LOAD SNOW LOAD(LL)= GROUND SNOW,Pg =50 PSF (PER ASCE 7-10) TERRAIN CAT=B PARTIALLY EXPOSED RISK CATEGORY=II Ce= 1.0 Ct=1.1 Is=1.0 • FLAT ROOF SNOW LOAD: Pf=0.7(1.0)(1.1)(1.0)(50 PSF)= 38.5 PSF Cs= 0.75 FOR METAL SURFACE @ 7:12 PITCH FOR Ct=1.1 SLOPE ROOF SNOW LOAD,Ps=0.75Pf= 28.9 PSF • STRUCTURAL= 2X12 RAFTERS SPACED 24"OC NO GRADE STAMP INFO PROVIDED-ASSUME EQUAL TO GRADE#2 SOUTHERN PINE OVERALL HORIZONTAL SPAN = 11'-0" ONE SPAN SIMPLE BEAM FROM AWC DESIGN VALUES FOR JOISTS&RAFTERS: Fb'= 1,290 PSI E = 1.6 X 10^6 PSI USE L/240 DEFLECTION FOR FINISHED RAFTER BOTTOM PER AF&PA SPAN TABLES FOR JOISTS&RAFTERS:: FOR LL=30 PSF,DL=15 PSF,L/240 DEFLECTION,Fb=1,290 PSI MAX ALLOWABLE SPAN= 17'-3" >11'-0"SO OK FOR STRENGTH MIN REQ'D E= 0.25 <1.6 SO OK FOR DEFLECTION Yry 't FISHER RESIDENCE ENGINEERING REPORT PREPARED BY: 99 MANNIS RD SOLAR PANEL PROJECT KEVIN J.WOOD, P.E. QUEENSBURY, NY AUGUST 2018 PAGE: 2 OF 3 ROOF 2- 3:12 PITCHED ROOF—ROOM OVER GARAGE- 2X12 RAFTERS- STANDING SEAM METAL ROOFING DEAD LOADS(DL)= STANDING SEAM METAL ROOFING= 1.5 PSF PLYWOOD SHEATHING= 2.3 PSF RAFTERS= 3.0 PSF INSULATION= 1.3 PSF T&G PINE CEILING= 2.4 PSF EXISTING DL= 10.5 PSF SOLAR PANEL ARRAY WT(DL) = 3.25'X 5.4'PANELS @ 41 LBS EA= 2.3 PSF ALUMINUM FRAME = 0.5 PSF ARRAY DL= 2.8 PSF • TOTAL DL= 13.3 PSF LIVE LOAD SNOW LOAD(LL)= GROUND SNOW,Pg =50 PSF (PER ASCE 7-10) TERRAIN CAT=B PARTIALLY EXPOSED RISK CATEGORY=II Ce= 1.0 Ct=1.1 Is=1.0 FLAT ROOF SNOW LOAD: Pf=0.7(1.0)(1.1)(1.0)(50 PSF)= 38.5 PSF Cs= 1.0 FOR METAL SURFACE @ 3:12 PITCH FOR Ct=1.1 SLOPE ROOF SNOW LOAD,Ps=Pf= 38.5 PSF STRUCTURAL= 2X12 RAFTERS SPACED 16"OC NO GRADE STAMP INFO PROVIDED-ASSUME EQUAL TO GRADE#2 SOUTHERN PINE OVERALL HORIZONTAL SPAN= 39'-0" LOG GIRDERS DIVIDE OVERALL SPAN INTO TWO OF APPROX 19'-6"EACH TWO SPAN CONTINUOUS BEAM FROM AWC DESIGN VALUES FOR JOISTS&RAFTERS: Fb'= 1,290 PSI E = 1.6X10N6PSI USE L/240 DEFLECTION FOR FINISHED RAFTER BOTTOM W = 5.8 LB/IN L= 234 IN I= 178.0 INN4 C= 5.6IN CHK BENDING: M=(W)(LN2)/8 = 39,698 IN-LB ACTUAL Fb= MC/I= 1,248 PSI <1,290 PSI SO OK FOR BENDING STRENGTH CHK DEFLECTION: ALLOWABLE D= L/240= 0.3 IN ACTUAL D= (W)(LN4)/185(E)(I)= 0.33 IN ACTUAL=ALLOWABLE SO OK FOR DEF • FISHER RESIDENCE ENGINEERING REPORT PREPARED BY: 99 MANNIS RD SOLAR PANEL PROJECT KEVIN J.WOOD, P.E. QUEENSBURY, NY AUGUST 2018 PAGE: 3 OF 3 WIND LOAD = RISK CATEGORY= I (PER ASCE-7-10) BASIC WIND SPEED,V= 115 MPH,3 SEC GUST DIRECTIONALITY FACTOR,Kd= 1.0 EXPOSURE CATEGORY= B SURFACE ROUGHNESS= B TOPOGRAPHIC FACTOR,Kzt= 1.0 GUST EFFECT FACTOR,G= 0.85 VELOCITY PRESSURE EXPOSURE COEFFICIENT,Kz= 0.62 VELOCITY PRESSURE,Qz= 0.00256 X Kz X Kzt X Kd X V^2= 21.0 PSF • ROOF l: VERT PROJECTED AREA,Av= (3.25')(SIN 31)(5.4') = 9.0 SF SHEAR FORCE= 190 LBS HORIZ PROJECTED AREA,Ah=(3.25')(COS 31)(5.4') = 15.0 SF UPLIFT FORCE= 316 LBS ROOF 2: VERT PROJECTED AREA,Av= (3.25')(SIN 13)(5.4') = 4.0 SF SHEAR FORCE= 83 LBS HORIZ PROJECTED AREA,Ah=(3.25')(COS 13)(5.4') = 17.1 SF UPLIFT FORCE= 359 LBS 1, Mono Multi Solutions lilt ! ` Ililili i 1111111111111111111011111 ' ' in, , . ,i, l� i ,Th In U 1 1-\U p � I/ I r I���� i {1} i iiFRAMC© ®-CE_L MODULE �_ [AUG � j2 1I OF UEE OU 1 I Hn BUILDING&CODES ; _ 3 IIII !94 I ; l PM ER OUTPUT'UAME�,E (`-i n � o !7, MAXIMUM EFFICIENCY Dile2z rin ze limited space with top-end effidenccy 44 •Up to 192W/m2 power density •Low thermal coefficients for greater energy production at high O 1 5 operating temperatures • POSITIVE POWER TOLERANCE Highly reliable due to stringent quality control Founded in 1997,Trine Solar is the world's leading 0 •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 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, ^17 environmental conditions distributors and other partners. Illar"•1 I •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 ISO 14001:Environmental Management System 15014064:Greenhouse gases Emissions Verification OHSAS 18001:OManagement HealthtSyst and Safety LINEAR PERFORMANCE WARRANTY Management System O Cal 10YearProductWarranty•25YearLinearPowerWarranty �e �L �J C E�` USnn l00% — 90: Atlditio 1T -i i ��-��b , (--c ! -----1 nal value from Trin I ma Vor I '= IIP LEI a 90% asO/er's/inearWarranfy 80% Years 5 10 15 25 lrlihla e so l a 1r •Tries Linear Warranty Standard Step Warranty ALLMAX'PLu FRAMED 60-CELL MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM-DDO5A.08(II) 280-315W TSM-DD05A.05(II) 275-310W Peak Power Watts-PMnx(Wp)* 275 280 285 290 1 295 300 305 310 315 Power Output Tolerance-PMAx(W) 0-+5 Maximum Power Voltage-VMpa(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) ' . I Maximum Power Current-IMpp(A) -8.76 8.84 8.97 9.01 9.08 9.19 9.28 9.37 9.46 947/3J3 f \ Open Circuit Voltage-Voc(V) 38.4 38.4 38.5 38,9 39.6 39.8 40.0 40.2 i 40.5 i I 1 •• 'Short Circuit Current-lsc(A),,`, 9.24 9.42 9.51 9.66 9.68 9.77 9.85 9.94 10.0 Junction Bo. I ( I ! e Module Efficiencyr)m(%) 16.8 17.1 17.4 17.7 18.0 18.3 18.6 18.9 19.2 STC:Irradiance 1000Whna,Cell Temperature 25°C,Air Mass AM1.5. Nameplam *Measuring tolerance:±3%. s e ELECTRICAL DATA(NOCT) - o n if p ! Maximum Power-Pwnx(Wp) 205 209 212 216 220 223 1227 231 235 ° Maximum Power Voltage-VMpp(V) 29.1 29,4 29.5 29,9 30.1 30,2 30,5 30.7 30.9 em q 09x19 1 Maximum Power Current-Inpp(A) 7.04 7.10 7.21 7.24 7.30 7.38 7.46 7.53 7.60 I,o0IIIng Hole i II Open Circuit Voltage-Voc(V) 35.7 35.7 35.8 36.2 36.8 37.0 37.2 37.4 37.6 ' 6-043 Grounding H°le , . Short Circuit Current-Isc(A) 7.46 7.61 7.68 7.80 7.82 7.89 7.95 8.03 8.10 12.Dmin Hole NOCT:Irradiance at 800W/ma,Ambient Temperature20°C,Wind Speed 1m/s. • e . - - ` 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 • snrc000ealant Module Dimensions 1650 x 992 x 35 mm(65.0 x 39.1 x 1.38 inches) Laminate r,---.- Weight 18.6 kg(41.0lb) ilbi j -- t Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass ' Backsheet White[DDOSA.OB(II)]; Black[DDOSA.05(ll)] • 35/138 Frame Black Anodized Aluminium Alloy[DD05A.08(l1),0D05A.05(II)] (A-A) J-Box IP 67 or IP 68 rated Cables Photovoltaic Technology Cable 4.0mmz(0.006 inches2), 1-V CURVES OF PV MODULE(305W) 1000 mm(39.4 inches) roe Connector . MC4 6.° 600Wim. - Fire Type Type1orType2 - g 60 ''o a°w m TEMPERATURE RATINGS MAXIMUM RATINGS 20 .200W/m' i 1.0 -- - NOCT(Nominal Operating Cell Temperature) 44°C(±2°C) Operational Temperature -40-+85°C ° o °Voltage n 40 50 I Temperature Coefficient of PMnx -0.39%/°C Maximum System Voltage 1000V DC(IEC) Temperature Coefficient of Voc -0.29%/°C 1000V DC(UL) P-V CURVES OF PV MODULE(305W) 1 1 Temperature Coefficient oflsc 0,05%/°C Max Series Fuse Rating 15A(Power<_285W) 350 1000W/m' Sop 20A(Power_>290W) 250 = --- - - -- --- a00W/m'--- -- -- - (DO NOT connect Fuse in Combiner Box with two or more strings in g zoo -- -- - - -600W,,'- parallel connection) 3 150 la0 d00W/0 WARRANTY PACKAGING CONFIGURATION z°a ° 10 year Product Workmanship Warranty Modules per box:30 pieces o 00voluge(y °° s0 25yearLinearPowerWarranty , Modules per 40'container:840 pieces (Please referto product warranty for details) CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. TinaCtlalr 0 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 _ r solar - . . :. w Single Phase Inverter I— . ... with HD-Wave Technology rr for North America I I I SE3000H-US/SE3300H-US/SE5000H-US/ > SE6000H-US/SE7600H-US I SE10000H-US/SE11400H-US Z Za,F' t .4. w ¢ g1 • " c s,ei- : * , n y. T' n. 2vr . „��a _ � ` F � a . N v,• e 4, $. ,,k ,, ,fit . ,- . � ' +C & f S z '� § ; 4 '44 te 1- :.3. , -.e- 5 g 4f4 �4 ° k 4 ` .9 , ,,71 `; 'T2:g4,- v7 Sxb v a , -is " y�<�,4,��~ x 7. -, N,'�.',!:.`,4--- :'11-=k S.x'` r' " ",z''2''r.r':r• 4,1;i ' solar-..: .....HD.,,, '' :''>`' '' •. :solar ,..;iiD„, * • 4 411-_, < „ <gI • • I- -1 ' • . « n-7] i...'1 ' : - , . i t� r P F' . - ..:. i illik. -- ., . . ,,, g . , ,. ... . , . ....__ Optimized installation with HD-Wave technology a Specifically designed to work with power optimizers = Record-breaking efficiency . Fixed voltage inverter for longer strings w Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12 0/ UL1741 SA certified,for CPUC Rule 21 grid compliance . Extremely small m. High reliability without any electrolytic capacitors i� e"7/1°D = Built-in module-level monitoring Illlli d — Outdoor and indoor installation - wave a Optional:Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy) www.solaredge.us - - -- '1 So I a r - • e Mb Single Phase Inverter with HD-Wave Technology for North America SE3000H-US I SE3800H-US/SE5000H-US I SE6000H-US/SE7600H-US/SE10000H-US/SE11400H-US ___ _ I SE3000H-US SE380DH US SESOOOH-US I SE6000H-US j SE7600H-US SE10000H-US ! SE11400H-US I OUTPUT 3800 @ 240V 6000 @ 240V Q° Rated AC Power Output 3000 5000 7600 10000 11400 6°°.VA.°° ..............°.................. ........ 3.....300 a 208V .............. ........ ........ ..........rtin)208V .... .........., ... ...--....... Max.AC Power Output 3000 3800 @ 240V 5000 0tT @ 40 7600 10000 11400 VA .. --......... 3300,�10 208V ............ 500;041,208V. .............. ............ . . . .. . AC Output Voltage Min.-Nam. . .. Max, J (183-208-229) Vac AC Output Voltage Min:Nom:Max. °°.. . . .....f..,.° f..°.° v.°°.... ..°...°,. <°°°°.,......°. (211;240:264.i°...."° ............. ..°.°"....<.. .".°...,.",.°.. ................ ..—.—...... °..° °°✓.....°°. .. . �... ° Vac AC Frequency(Nominal! .59.3-60-60.5 H...... tt)` Maximum Continuous Output Current - 16 - 24 - - - A 208V Maximum Continuous Output Current 12.5 16 21 25 32 42 47.5 A Q240V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Yes Count Configurableurable Thresholds INPUT y�. Maximum DC Power @240V 4650 5900 ...7750 9300 11800 Maximum DC Power @208V - 5100 f 15500 17650 W ° 7750 ° - ° ° Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc NominaIDClnputVoltage . r..... ... ., .. „.. „,........1 4Q0 Vdc MaximumInpputCurrent20$V.......... . .°...9 �° .. ° .. 13`5 ..°. ..... ° ... - a, ,. Maximum Input Current @240V 8.5 10.5 13.5 16.5 20 27 30.5 A c Max,..........ShortCircuitCuction Yesrrent.a ... °...°. .......... .. .. 4 Adc Reverse-Polarity ...°°...,.....°.>°.°..<,,.°.°....°...,°°<°°..°........, Ground-Fault Isolation Detection 6001<o Sensitivity Maximum Inverter Efficiency 99 I 99.2 /a CEC Weighted Efficiency 99 % Ni httime Power Consum tion <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485f Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional1Zt Rapid Shutdown-NEC 2014 and 2017 Automatic Rapid Shutdown upon AC Grid Disconnect 690.12 STANDARD COMPLIANCE 1 Safety UL1741r UL1741 SA,UL1699B,CSA C22.2,Canadian AFC!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 j#of Strings/ 3/4"minimum/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/ AWG Range 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/S40 x 370 in/mm ..........with Safet .witch t x 18S .Y ...,..°.°..°.... .,..°....°...22/,10°,°..°..,.. ! 25p1/11,4..I.,,>..°°...26.2/11.9e....,°°... ....°. 3a;8Jx7s. lbl,k.. Noise ..."-..........°.................. ...................... <2S .�. <50 .°..° °.°.. . cIBA °Cool..ln. .Natural Convection ........Natural convectioh..,......°....-. .,° .. Operating TemperatureRangeo . . .aea ..° 13to+140/-25to+60t3t(-40'F%-40'Coption)f'f ° 'P/"C Protection Rating NEMA 3R(inverter with Safety Switch) W For other regional settings please contact SolarEdge support t'l Revenue grade inverter F/N:SExxxxH-USO00NNC2 t31 For power de-rating Information refer to:https:/Jwww.solaredge.eom/sites/default/Ries/se-temperature-dereting-note-na.pdf t+t-40 version P/N:SE,orxxtl.US000NNU4 CP RoHS ®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 thee respective owners.Date:07/2018/V01/ENG NAM.Subject to change without notice. a `' r , - .,,, ,_,,... solar a SolarEdge Power Optimizer ,. i Module Add-On for North America __ P300 / P320 / P400 / P405 ._ � _ P300 P320 �s_� -.P400 v�___ _.__�P405 m._ (for 60-cellmodules) (for high-power (for 72&96-cell (for thin film 60-cell modules) modules) modules) INPUT Rated Input DC Powerttt 300 I 320- 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowesttemperature) 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 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 Optimizer _1 Vdc STANDARD COMPLIANCE EMC -_. FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 n _ Safety IEC62109-1(class II safety),UL1741 RoHS Yes - 'iNSTALI;ATION•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 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 I 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % Icl Rated SIC 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 INVERTER(2) 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 pill is not allowed to mix P405 with P300/P400/P600/P700 In one string. TT tom. i5;ps:r 1 •(C4, w .rye•e4hrloogies�IlnC •it:It L-µe r. 'p �D E e o o aF71 11ZE S4l.RE�GEy� IA r•t dema sro'"'77Eflisten d trdamara 9 o1arCrfnalln6to .Ip,�;IAglie tra imark ottanpd erm U :t'1 ,s -derthi',5'. e',`e p•c �•Yre[ a t' r2•.!_ t s. .{hi• . •e cth. s}o e '., }