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SOLAR-000745-2016 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-000745-2016 Date Issued: Thursday, July 20, 2017 This is to certify that work requested to be done as shown by Permit Number SOLAR-000745-2016 has been completed. Tax Map Number: 315.10-1-1 Location: 3 QUINCY LN Owner: Tim McNulty, Kathleen McNulty Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System No rafter upgrades By Order of Town Board TOWN OF QQUEENSBURY 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 742 Bay Road.Queensbury,NY 12804-5904 (518)761-8201 OL 1 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SOLAR-000745-2016 Tax Map No: 315.10-1-1 Permission is hereby granted to: Tim McNulty For property located at: 3 QUINCY LN 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: Tim McNulty Solar Panel-Residential $34,000.00 Owner Address: 3 QUINCY LN Total Value $34,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demarse Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel System No rafter upgrades $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,December 2,2017 (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 of(]rtt7t� ry; nda , e 6 2016 SIGNED BY: C for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 10/24/16 Tax Map ID TAX MAP lD 315.10-1-1 Permit No. :50 - • Z)06 Permit Fee 4 bo ZONING ea lYwla tip . H/SToRIC SITE _Yea _No Approvals SUBDIVISION NAME Lot# APPLICANT Apex Solar Power 0W E Tim and Kathleen McNulty ADDRESS 64 Main St.,Queensbury, NY 12804 ADDRESS 3 Quincy Ln Lot 1,Queensbury NY 12804 PHONE (518)309-2786 PHONE (518)792-0920 CONTRACTOR Demarse Electric Inc. COST OFCONSTRUC7ION(EST/MATED).' $ 34.000.00 ADDRESS: 64 Main St.,Queensbury, NY 12804 BUILDING ADDRESS: 3 Quincy Ln Lot 1.Queensbury NY 12804 PHONE: (518)309-2786 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Greg Demarse(Demarse Electric Inc.) PHONE(518)309-2786 TYPE OF CONSTRUCTION Check all that apply Please Indicate measurements as required below Boathouse 181 floor sq.ft. 2n4 floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars__j Dock Pole Bann Porch-open •e Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) 740 sq ft(4 arrays) •'Considered floor area&must comply with FAR(floor area ratio)requirements If located in the WR zone DECLARATION. I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that IAve are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: Olivia Baitinger Date: 10/24/16 Signature: a (a Date: 10/24/16 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 ACCESSORY STRUCTURE APPLICATION (Requirements, Notes, Changes) REQUIREMENTS' 1. Two(2)sets of the following documentation with the application and fee: a) Plot plan drawn to scale with the use of a survey map, if possible(40 scale=40 feet) b) Indicate proposed structure(s),showing setback dimensions from all surveyed property lines c) Show location of all existing structure(s)on the property d) Show location of water supply(well or water lines) e) Show location and configuration of septic disposal system or sewer line. 2. Structural drawings to include: Floor plan; Foundation plan, Cross Sections, Elevations 3. Registered Architect or Engineer's stamp, signed &sealed for residential additions/alterations and any commercial construction costs over$20,000 NOTES' 1. A permit must be obtained before beginning construction 2. This permit is for any structure other than residential principal structure (house) to include, but not limited to: garage, shed, dock, deck, carport, pole barn, greenhouse, etc. Refer to Informational Brochure No. 3-Accessory Structures- Sheds/Fences. 3. Changes to Plan - Any changes prior to or during construction will require submittal of amended plans (review and re- approval are necessary) 4. Withdrawn Permits: 20%of the initial fee is retainable by the Town. No fee is refundable after 1 year from initial application date. 5. Additional review: All applications are subject to Zoning Administrator, Code Compliance and Structural Plan Review. CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011(INFORMATIONAL): Residential Building Code • New driveway requirements for structures located over 300 feet from main road • Spray foams are allowed to be exposed in rim joist box only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles • GFI protection for all other receptacles in kitchens, bathrooms, garages and unfinished basements • All receptacles must be tamper resistant • Carbon Monoxide detectors must be located within 15 feet of sleeping areas; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code • Blower door tests required by credential contractor or structure inspection by air barrier supplier and certified compliant • Programmable thermostats required • Lighting must be 50%energy saving light bulbs • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit • ResCheck inspector's checklist must be available at time of insulation inspection 2 Town of Queensbury Building&Codes Accessory Structure Application July 2014 •0 0 0 i . �. Po . rp . jE&I 7J . October 24, 2016 Mr. Robert Reynolds Apex Solar Power 315.10-1-1 SOLAR-000745-2016 64 Main Street McNulty, Tim & Kathleen Queensbury, NY 12804 3 Quincy Ln., Lot 1 Solar Panel System (no upgrades) RE: Solar Panel Project—McNulty Project 3 Quincy Lane,Queensbury, NY 12804 FILE COPY Dear Mr. Reynolds, I have completed the structural adequacy review for the above referenced project. I determined whether the existing rafters/roof support structure would adequately support the additional proposed solar system dead load in regards to flexure and deflection, as well as determined the required minimum resistance against anticipated wind uplift and shear loading for the roof mounting systems. According to the Site Visit Form provided for said project,the building of the roof structure proposed to receive the additional solar system dead load is a single family residence. The roof configuration, proposed panels and mounting systems are as follows: • Roof Plane 1 (RPI) & Roof Plane 4(RP4) o Roof Structural System • 2x6 engineered trusses spaced 24"on center, Southern Pine, No. 2 or better • Decked with 5/8" OSB and a single layer of asphalt shingles o Proposed PV Modules and Mounting System URY • Trinamount Modules (or equivalent) TOWN OF DEPARTQUEENSMENT BUILDING DEPARTMENT IronRidge Roof Mount System (or equivalent) Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in • Roof Plane 2 (RP2) & Roof Plane 3 (RP3) full compliance with the Building Codes of o Roof Structural System New York State. • 2x4 engineered trusses spaced 24"on center,Southern Pine, No. 2 or better • Decked with 5/8" OSB and a single layer of asphalt shingles o Proposed PV Modules and Mounting System • Trinamount Modules (or equivalent) TOWN OF QUS • IronRidge Roof Mount System (or equivalent) BUILDING & O R :viewed By. Date: 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057 apex -.- . . .. . A summary of my review follows: I determined the existing structural system dead loads and the additional dead load resulting from the proposed solar system. The controlling roof live load is snow loading and has been determined according to the requirements set forth in ASCE 7-05. The roof system was then checked against allowable flexural stresses and deflection limits for adequacy. Wind loads were also determined according to the procedures of ASCE 7-05. The resulting wind uplift and shear forces are Included in the design calculations and may be used to determine the appropriate roof mounting hardware. In conclusion: The roof was inspected from the interior and exterior to determine the existing conditions. From my professional examination of this specific address, I determined that the existing roof systems RPI, RP2, RP3 and RP4 are adequate in regards to bending strength and deflection criteria to support the additional dead load of the proposed solar system in their current configurations. Please note that my review is of the rafter members only and is based solely on the information recorded in the Site Visit Form and correspondence with you. This review verifies that the information provided in the Site Visit Form is accurately portrayed and the building is otherwise in good structural condition and capable to resist the increased loading resulting from the proposed solar system. When selecting the roof mounting hardware, be certain to provide a watertight seal around all roof penetrations and in such a manner that normal roof drainage patterns are not impaired by the proposed solar system. While consideration was given to snow drifting,it is highly recommended that the project owner not allow excessive snow and/or ice buildup on the roof,as with any roof. Sincerely, Christopher W. Robert, P.E. of: New y OQNER tV 909 0 1 � Z 2��Oa 095395 9oFESS1ONP 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057 518.309.2SUN(2786) a p aeox 315.629.9SUN(2786) Apexsolarpower.com Project Name: McNulty Prolect Project Address: 3 Quincy Lane Queensbury,NY 12804 Roof Plane 1 8,4 Rafters Rafter Size= 2 x 6 Rafter Spacing= 24 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 13.500 ft Rafter Btm Chord Length= 19.000 ft Measured Distance to Support= 8.000 ft Max.Rafter Span= 8.000 ft Total Rafter Length= 23.308 ft Roof Pitch= 8.526 :12 Roofing Roof Decking= OSB Roof Decking Thickness= 0.625 Inches Purlins= N/A Purlin Spacing= 0.000 inches on center Roof Covering= Asphalt Shingle p of layers= 1 Solar Info Proposed Solar Module= Trinamount Proposed Mounting System= IRONRIDGE XRS Loading Criteria Ground Snow Load,Pg= 50 Cold Roof? Yes Risk Category= II Terrain Category= B Exposure= Partially Building Height= <30 ft Basic Wind Speed,V= 90 MPH, 3 second gust Deflection Criteria= 180 Roof Loading Summary Existing Roof Dead Load= 5.933 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 24.012 psf Resulting Wind Shear Force= 125.65 lbs/panel Resulting Wind Uplift Force= 176.84 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 518.309.2SUN(2786) a pae X 315.629.9SUN(2786) power Apexsolarpower.com Project Name: McNulty Prosect Project Address: 3 Quincy Lane Queensbury,NY 12804 Roof Plane 1&4 Roof System Dead Loads(DL)= 5.933 psf Rafter Weight= 2.8651b/ft Rafter DL= 1.433 psf Roof Decking DL= 2.000 psf Purlin Self Weight= 0.000 Ib/ft Purlin DL= 0.000 psf Roof Covering DL= 2.500 psf Solar System Dead Loads(DL)= 2.971 psf Panel Dead Load= 2.671 psf Mounting System Dead Load= 0.300 psf Roof Snow Load(LL)(ASCE 7-30)= 24.012 psf Importance Factor,I,= 1.00 Exposure Factor,C,= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C,= 0.624 Slope Roof Snow Load,P,= 24.012 psf Wind Load(Per ASCE 7-10) Directionality Factor,Kd= 0.85 Topographic Factor,K„= 1.00 Velocity Pressure Exposure Coeff.,K,= 0.70 Velocity Pressure,Q,= 12.34 psf Panel Length= 5.41 ft Panel Width= 3.25 ft Vertical Project Area,A„= 10.18sf Horizontal Project Area,Ah= 14.33 sf Structural Adequacy Total Dead Load(DL)= 8.903 psf= 17.807 psf Live Load(LL)= 24.012 psf= 48.024 pif Resulting Moment= 526.643 lb-ft= 6319.714 lb-in Section Modulus(S.)= 7.563 in' Resulting Bending Stress= 835.609 psi Load Duration Factor,CD= 1.15 Repetitive Member Factor,C,= 1.15 Design Value for Bending Stress,F6= 1500 psi djusted Design Value for Bending,F,'= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0444 ft Moment of Inertia(I=,)= 20.8000 in Resulting Deflection= 0.0152 ft Page 2 of 2 apex 518.309.2SUN(2786) 315.629.9SUN(2786) Apexsolarpower.com Project Name: McNulty Project Project Address: 3 Quincy Lane Queensbury,NY 12504 Roof Plane 2&3 Rafters Rafter Size= 2 x 4 Rafter Spacing= 24 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 9.000 ft Rafter Btm Chord Length= 11.000 ft Measured Distance to Support= 7.750 ft Max.Rafter Span= 7.750 ft Total Rafter Length= 14.213 ft Roof Pitch= 9.818 :12 Roofing Roof Decking= OSB Roof Decking Thickness= 0.625 inches Purlins= N/A Purlin Spacing= 0.000 Inches on center Roof Covering= Asphalt Shingle #of layers= 1 Solar Info Proposed Solar Module= Trinamount Proposed Mounting System= IRONRIDGE XRS Loading Criteria Ground Snow Load,P8= 50 Cold Roof? Yes Risk Category= II Terrain Category= B Exposure= Partially Building Height= <30 ft Basic Wind Speed,V= 90 MPH,3 second gust Deflection Criteria= 180 Roof Loading Summary Existing Roof Dead Load= 5.412 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 21.525 psf Resulting Wind Shear Force= 137.37 lbs/panel Resulting Wind Uplift Force= 167.90 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 S18309.2SUN(2786) 6Oi��ioA 315.629.95UN(2786) Apexsolarpower.com Project Name: McNulty Prole Project Address: 3 Quincy Lane Queensbury,NY 12804 Roof Plane 2&3 Roof System Dead Loads(DL)= 5.412 psf Rafter Weight= 1.823 Ib/ft Rafter DL= 0.912 psf Roof Decking DL= 2.000 psf Purlin Self Weight= 0.000 Ib/ft Purlin DL= 0.000 psf Roof Covering DL= 2.500 psf Solar System Dead Loads(DL)= 2.971 psf Panel Dead Load= 2.671 psf Mounting System Dead Load= 0.300 psf Roof Snow Load(LL)(ASCE 7-10)= 21.525 psf Importance Factor,1,= 1.00 Exposure Factor,C.= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C,= 0.559 Slope Roof Snow Load,P.= 21.525 psf Wind Load(Per ASCE 7-10) Directionality Factor,K,= 0.85 Topographic Factor,K„= 1.00 Velocity Pressure Exposure Coeff.,K,= 0.70 Velocity Pressure,Q,= 12.34 psf Panel Length= 5.41 ft Panel Width= 3.25 ft Vertical Project Area,Av= 11.13 sf Horizontal Project Area,Ah= 13.61 sf Structural Adequacy Total Dead Load(DL)= 8.382 psf= 16.765 plf Live Load(LL)= 21.525 psf= 43.050 plf Resulting Moment= 449.077 Ib-ft= 5388.928 lb-in Section Modulus(S,=)= 3.063 in' Resulting Bending Stress= 1759.363 psi Load Duration Factor,Co= 1.15 Repetitive Member Factor,C,= 1.15 Design Value for Bending Stress,Fb= 1500 psi djusted Design Value for Bending,Fb'= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0431 ft Moment of Inertia(I=,)= 5.3590 in Resulting Deflection= 0.0196 ft Page 2 of 2 PHOTOVOLTAIC SYSTEM DEC � �`e J EQUIPMENT: L•• l� PV MODULES: (36)LG 32OW SYSTEM SIZE: INVERTER(S): (1)SEt0000A-US DC/AC kW STC: 11.2kW%1 OkW TOWN OF QUEENSBURY BUILDING&CODES SCOPE GF WORK: INSTALLATION OFA SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM, Structural Only SOF NEky O CHER IY CO O9 y4 90 •f. 2 D E: V y Q n W m 2 m�Op 0653SB �2O �OffSS10N� f5 NO POST INSTALL 9UHEYES NEUNflEOi APPLICABLE CODES: 2016 IRC CODE 205 N BUILDING CODE 2015 NYS RESIDENTIAL CODE QCT/NC 2015 NYS PLUMBING CODE Y 2015 NYS MECHANICAL CODE 2010 NATIONAL ELECTRICAL CODE SHEETINDEX PV-O/ COVER AND PLOT PLAN PV-02 SITE PLAN,STRINGS,BOM PV-03 MODULELAVOUT PV-04 THREE LINE DIAGRAM SITE PLAN SCALE: N.T.S. REVISION NOTES: DRAWN P0.01ECT NAME: CLIENT: SCALE: • WMun 5Pal BY: DATE: NUL .414381 MCNULTY.MTHLEEN - •• : (niveMm3.NY DSM REV REV BY DATE OESCRIPDON ' � R eseo3m Ra.e RGR 10ROH8 ROOF MWNT SOUINCVW • • • P:v�3yn¢we.NY 13UAECK11200VATT6 DUEENSBURY,NY 12804 DRAWING BY: DATE:Rxr, rmm51&]82.0830 NUMBER: pex olar Power 01r>•Swsi84 DRAW NGTDIE: COVERANDPLOTPLAN RV-01 ---- .R ffYUNE ElW VSIEL -... CONOVR RIIH ®q,.g3LONNECT ORNEW4Y [aAC MWONNEOT Q SOUR MMULE Q MNNSERNCEV mIE3NNCTION BO% Q UTILIIYMEIER ©MONRONMGIINM ® "MVER OCOMBINER 30% MAIN SERVICE PANEL UTILITY ROOF ORSTRUCBON STRING 2 METER 11 MODULES INVERTER 1 CUSTOMER INITIALS: INPUT2 AC DISCONNECT INVERTER ROOF 2 Structural Only TILT: 44• AZM:112• �&oF NE9V Y PHFA W O 9 y40"<L3T"09� 0 d n w i 2 �FOq 085395 X10 �OAESSLONPy ROOF3 TILT: 34' AZM:202' STRING 1 13 MODULES ROOF 4 INVERTER 1 TILT: 43' INPUT 1 AZM:112' ROOF TILT: 34• STRING 3 AZM:202• 11 MODULES INVERTERI NPUT 3 NOTES: 1. SOS To BE LOCATED INTERNALLY ON WESTERN SITE PLAN DETAIL WALL NEXT TO EXISTING MAIN SERVICE PANEL SCALE: N.T.S. 2. CONDUITWHENEVER RSHOULD POSSIBLE RUN PARALLEL TO EXISTING WHENEVER POSSIBLE 61.Wu3hW REVISION NOTES: DRAWN DATE: PROJECT NAME: CLEDIT: SCALE: • .,;:•• Quenbuy.NY 123M REV REVBY OATS DESCRIPTION BY' MCNULW-414301 MCNULTY,NATHLEEN wJ 6c601ry peed RGR 102011E ROOF MOUNT 3OUINCY LN •.• •. •G EM 3Y�^ NYUM] 0. CHECK 11200WATTS OUEENSBURY,NY 12004 ITMW G BY: DATE: $10-102-0020 NUMBER aln(uhlewlaRvxxr.am • Solar Power 11Itl1"1D7"3lS6 DMWMGTfILE: SRE PLAN,BOM,NOTES {W-02 1 Z'10' SHINGLE ROOF 1 SPECS , 4-4 10'-04" 6'S" T-4- 3.3�" 4-q- RAFTER SIZE: 2%6 RAFTER SPACING(In): 24 ROOF MATERIAL: ASPHALT ARMY I SPECS TILT 1•): 134 AZIMUTH(•): 202 SQUARE FE (M) 246 Structural Only !��oF NE{yY �P NER W O Co stop 909j- 41 w ¢ m i r �FOq 085305 4.20 v �OFESSIONP AMOUNTING DETAIL 41-7 � L SCALE: NTS 1 ARRAY LAYOUT - ROOF 1 6N�M�d AZIMUTH SG;LL' 'TS • G ImNLdge XR100 Rei - � ' L-Fop Flesliuq-Lbx PmRl Compute Shingle- 511V AG (Minimum 2.5-Uumd pemlmlien) REVISION NOTES: DRAWN PROTECT NAME: CLIENT: SCALE: 64 NLm Sell : DATE: • Quembuy.NY 128P1 REV REV BY DATE DESCRIPTION BYMLNULtt-Ut3e1 MCNULtt,KATHLEEN 6NA loy Rwd RGR IOQOI16 ROOF MOUNT 30UINCY LN ••���•� :_ a pex �dSY`^oue.NY UnSl pr 0 ECK DATE. 11MUWATS OUEENSBURY,NY 12804 DRAWING SOIar POWI I ak ISIS51&TBb0030 NUMBER DRAWING T : ITLE: — 5'-11' 15'-3" ;'_7 • q•{ SHINGLE ROOF i SPECS RAFTER SIZE: m RAFTER SPACING(in): 24 ROOF MATERIAL: ASPHALT ARRAY SPECS TILT(°): 34 AZIMUTH(°): 202 SQUARE FEET(fl2) 245 Structural Only •(E OF NE4yY P NER W O ♦y 9~QP 909 d m W m i ZmmO 085395 �=O A V 1-D2" gOPE551ONP 18"VALLEY SETBACK K- ARRAY LAYOUT - ROOF 2 3 1,41.• AZIMUTH: SCALE'. NTS w NBu,85w REVISION NOTES: DRAWN DATE FROIECTNAME: CLIENT: SCALE: • Q.uewbw.NY 1)8tr1 REV REVRY DATE DESCRIPTION BY. 414 81 MCNULTY,KATHLEEN • ��� • � � 66601ayftred RGR 10/20/16 ROOF MOUNT BOUINOYLN •• 0. Foy Symeum.NY U05] CHECK 11300 WATTS OUEENSBURY,NY 12004 DRAWING y'��! •• xle°[Aelsxmlvpvw<r u+m BY; DATE: 518-]92.0020 NUMBER: Solar Power 8}30-Px5 DRAW GTITLE: — SHINGLE ROOF 1 SPECS RAFTER SIZE RAFTER SPACING(in(: 24 16'"5' ROOF MATERIAL: ASPHALT 1' ARRAY SPECS ag;]i 32 '7 112 198 Structural Only ��OF NEIyY �P p ER W O y yam° 9°9p & m V p y 6 W mmoq 055395 V� 9pFESS10NP to r,--�ARRAY LAYOUT - ROOF 3 REVISION NOTPS: DMWN PROIECI'NAME: GLIEN,'; SCALE: • 61 Moo 9tral BY DATE: ••.• ® QmmAmT.NY 12. REV REVBY DATE DESCRIPOON MCNULTY 410951 MONULTY,KATHLEEN 66609%Rwd RGR 10/20/16 ROOF MOUNT 9QUINOYW •.y Wp o•. FU15y`xuss.NY UIIS] CHECX DATE 11200WATTS OUEENS9URY,NY 12504 DRAWING JR4 ab(AalexmWim•wrwm BY' S16]52'DB20 NUMBER: pex olar Power SAWS DRAW GME: — INVERTERLABEIS-ONEFOREACNNPUT PHOTOVOLTAMAC04RCONNECT MODULEELELIRILM-SPEC61CAMNS NVERTERSPECIRCATIONS DESINCONDMONS ELECTRICAL KEY: ALL SOLAREBGE WPM 14M 19511-33MN1C{ SOLAREDCESEIW]OAG HINESTYFOBBEBGN IEW('C1. 91 11 BREAKER - Vepp,3W NpIINALOPEMTIN3ACVMTAGE 240V SHORTCIRCURCURRENT(bc4 1 1005MTEOWATTS(EACH): JO MIN.MEAN E%TREMEANNUAL 001•C): yp /— SWITCH V.-$M ceENGIRCUNVMTA (V«7 40.0 AC OPERATING VOLTAGE In 240 W SCREWTERMINAL INPUTS WBH NOffi NO COMBINATIONS OPERATNGCURRENT(WPp 9.53AC OPERATING LURRENT(A), 42 IF FUSE IF SPLICE IeDD'S.b1 OPEMTNO VOLTAGE(VMP): 19.8 NUMBER OF MpPT CHANNELS 1 2 NP EARTH GROUND I.-MM MAx SERIES FUSE RATING: 15 INVERTER EFFICIENCY: .050 m CHASSIS GROUND INTEGRATED DC DISCONNECT ———DEC EGC (6)#10 PV-Wim i 6)#10 THHN (3)#6 THHN RE GRID (4)#6 THHN GRD (3)#4 THHN R (1)#6 THHN GEC (1)#6 THHN GRD 3/4"EMT 3/4"EMT 1"EMS METER AC DISCONNECT ALLQUIPPED WITH (1)SOLAREDGE SE100DOA-US 60AMP SERVICE SP300 POWER NEMA3R INVERTER Wt INTEGRATED RATED FUSABLE MIZERS SOLADECK DC DISCONNECTS (2)-60A FUSES NPUTI u RINGI i ` - ---- \ DC» -AC ODULES a• OU LAD LI-------- ----- - -- -----RING2 ' ` - -- --- -- --------------- -- `UNPUT2 i200A MAIN BREAKER ODULES a C200AMSP ALOAD240V RING_--r NPUT3 RING2 « � - _______ _ _______________ DCODULES 66 INVERTER i I DEC IRREVERSIBLY SPLICED y TO EXISTING GEC OR BONDED COMA c DIREOTLY TO EXISTING CELLULAR GROUNDING ELECTRODE COMM.KIT CONDUIT ELEVATION:12 TO 3-12"=22'C HIGH AMBIENT TEMPERATURE:31'C 200 x 1.2=240 EXTREME LOW:-29'C 240-200(MCB)=40A SOLAREDGE SE10000A-US MAX CURRENT 42A ROOFTOP AMBIENT TEMP:53•C=0.76 MAX ALLOWABLE AC PV BREAKER 40A MAX DESIGN CURRENT=42AX 1.25=52.5A=60A BREAKER/FUSES CONDUIT FILL:1 M Memsueel REVISION NOTES: BRAWN DATE: PROIECf NAME: CLIENT: SCALE: • • ♦ Q�ravAw.NY 12SM REV REV BY DATE DESCRIPTION BY: MCNULTY-t1p81 MLNULTY,KATHLEEN •♦ ��� _ RGR 1020/16 ROOF MOUNT 3QUINCY LN ••� �••a ex � �_NY G059 CHECK 112DOWATTS OUEENSBURY,NY12804 DRAWNG '••�♦ee•• ak• pexaoUry^xv.vm BY: DATE: 51&792-0820 NUMBER Solar Power N w 75s DRAwwonnE:T REE-UNE DIAGRAM Rv0 _ ®® Mono Multi Solutions ®® ®®®mum ®® TSM DC05A ®®®®®® TSM = DC05A .08 ®®®®®® THE HoneysiMODULE 60 CELL a MONOCRYSTALLINE MODULE ®®® 260—2" 0 W Maximize limited space with top-end efficiency POWER OUTPUT RANGE - UP to 162w/m'power density {VAC • Low thermal coefficients for greater energy production at high operating temperatures 16.5 MAXIMUM EFFICIENCY ® Good aesthetics for residential applications 0--+37o • Solid color dark mono cells POWER OUTPUT GUARANTEE Excellent low light performance on cloudy days, mornings and evenings As a leading global manufacturer �•' • Advanced surface texturing of next generation photovoltaic • Back surface field products,we believe close • Selective emitter cooperation with our partners is critical to success. With local presence around the globe.Trina is able to provide exceptional service to each customer in each market O Highly reliable due to stringent quality control and supplement our innovative, reliable products with the backing • Over 30 in-house tests(UV,TC,HF,and many morel of Trina as a strong,bankable • In-house testing goes well beyong certification requirements partner, We are commilled to building strategic,mutually beneficial collaboration with installers,developers,distributors and other partners as the backbone of our shared success in driving Smart Energy Together, LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty•25 Year Linear Power Warranty Trino solar untried www,lrinosclarr_om mmab Additional value from irl o py= na Yolor'. a linear warranty Trinasolar 0 63% Smart Energy Together rears s io is To ss Lina solar TSM-DC05A/05A.08 THE Hon@y© MODULE DIMENSIONS OF PV MODULE TSM-DC(5A/05A.08 ELECTRICAL DATA RSTC TSM-260 TSM-265 TSM-270 DCOSA/05A.08 DC05A/05A.08 DC05A/05A.08 94imm Peak Power wattsPr...JWp) 260 265 270 Power Output tolerance-Pr e.(%) 0/+3 0/,3 01+3 Mavmum Power VOUage V,...IV1 30.2 J0.6 30.8 Maximum Power Cumenf4wr(A) 8.61 8.66 8.77 Open C l¢or Voltage-Vr,IV) 38.4 38.5 38.6 k Short Circuit Cuaent-Iso(A) 9.15 9.20 9.23 Module Efficiency n..I%1 15.9 16.2 16.5 E STC:Inoalance 1000W/m',Cell Tairra atNe25°C.An IAass AIAI Saccording it,EN 00904-]. EN, A-is,elryclency mducllnn of u.5%al200 W/m'according I.EN 60904-I. 3 ELECTR I CAL DATA B0 N OCT TSM-260 TSM-265 TSM-270 DC05A/0SAA8 DCOSA/OSA.OB DC05A/05A.08 Maximum Power-Pn'.,IWpJ 190 194 198 „Ir Maximum Power Vdtoge-Kw(VI 27 27.2 27.5 r A Maximum Power Curt enl-Ixn(At 7.04 '.13 7,50 Open Circuit Volfage(V)-Vv,(VI 34.8 35.0 35.7 Short Circuit Current IA)-U:JAI 7.34 7,40 7.48 81zmm IBD NOeilrotliawe.1800 viral'.gmolenl Temrem,...20°G wma Speed l are. Back View MECHANICAL DATA SolarcellsM cells(s,10)0 156.156 mm E Cell orientation 60 cells l6�10) Module dimensions 1650•992*35 mm weight 18.6 kg vsmm q.q Glass High hansparency solar glass 3.2 mm Backsheet set'". Front Silver aoodf ed aluminium alloy IDC05A){Black JDCOSA.08I I-V CURVES OF PV MODULE TSM-255 DCOSA/Efil 3-Box IP 65 of IF 67 rated Cables Photovoltaic Technology cable 4.0 mm'.1000 mm m„ 9^' WOw m: Connector Original MCa ],m 4 Six � 4m-4ppw4r=-_---- - TEMPERATURE RATINGS MAXIMUM RATINGS 1'^ Paow/m' - -- - -- - Nominal Operating Cell 44°C(K2°CI Opemtionol Tempermure 40-+85`C 2'°-- - - _ temperofwa(NOCT) Maximum System IOOOV DC(IEC) S.1Temperature Coefficient of RNA, -0.41%/°C Voltage . 10°' xl.•' b^ Temperature Coefficient of Vrc -0.32%/°C Max Series Fuse Rating ISA Vdlway) Temperature Coefficient of In, 0.053%/°C WARRANTY 10 year Product Workmanship Warranty 25 year Linear Power Warranty IPle ase mine to aro I,,et w.nrnnp tar a'-eN I" CERTIFICATION to PACKAGING CONFIGURATION usrm us Modules per box:29 pieces PV<YCLC ��. Modules per 40'container:812 pieces ? �Y CAUTIO V JAND oa STkT,Um0rd. .Al(Bht.... reNdN5pec0daN BEFORE dNGRTry ovbhee PRODUCT. Trinasolar 02013TarefuEledlo chvnBe lM1oulnalica. Smart Energy Together solar - • s • SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE1000OA-US / SE1140OA-US varfa�-. ,� Wymynhl, - e f F a E o The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011 690.11 compliance Rapid shutdown for NEC 2014 690.12 - Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring - Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI 012.1 USA-GERMANY-ITALY FRANCE JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL WWW.solaredge.us solar=eeSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-USISE1140OA-US SE3000A-US SE38DOA-US SESOOOA-US SE6000A-US I SE76GOA-US I SE10DOOA-US SE2140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ ............... ................. . 10000 240V ............... ................ . .......@... ... .................. ........... Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ................................ MI ..... ................ ............_. .5450.@240V. _............_ ................ .10950@240V. .......erre....... ........... AC Output Voltage Min:Nomc- ax.�'� 183-208-229 Vac .......................0"in.-.............. ................ ............... ................. ................ ................ .......,.......... .................. .......-... AC Output Voltage Min:Nom.-Max.I'� .1 211-240...... 64 Vac AC Frequency Min:Nam:Max.in .......... ..._........... ......._......... ............-..... .....z . ........................................... ................ erre. . 59.3-60-60.5 Hz Max.Continuous Output Current...... .....12.5......L.....1.6......L..21.@.240V.. erre 25.......L....�.32....... .42.@.240V... erre..47.5....... ....A..... ............................. ..... GFDI Threshold 1 A ........................................... .......................................................................................................................... ........... _Utllity Monitoring,Islanding Protection,Country Configurable Thresholds Yes INPUT Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W ........................................... ................ ............... ................. ................ ................ .................. .................. ........... Transformer-less,Ungrounded Yes ........................................... .......................................................................................................................... ........... Max.Input Voltage 500 Vdc ........................................... .......................................................................................................................... ........... Nom.DC Input Voltage 325_@ 208V/350 @ 240V Vdc ........................................... ................ .. .....dere.. 16.5 @ 208V 33 @ ZOSV Max.Inpu[Curren... .. 13 16 23 34.. Adc 15:5.@ z49Y. ................ .... ........... ..}a,@.@ 29Qv.. .... ............. .. ........ Max.Input Short Circuit Current 45 Adc ........................................... .......................................................................................................................... ........... Reverse-Polarity Protection ....................................................erre.Yes ........d-Fa .... ... .. ................ . ....._........ .... ................. ................. ...... .... ....... Ground-Fault Isolation Detection 600kt,Sensitivity ......................._..._............. ._............. ............... . ....... .. .................. .................. ........... Maximum Inverter Efficiency.......... .....97:?...... .....95:?..... ......95:3...... .....98:3...... ......98....... .......98........ .......98........ ............ CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 97.5 97 @ 208V 97.5 % ....................................._..., ................ ............... ..98.@.2.... .. ..... ..975_@240V. . .................. ........... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES .SupportedmInefe ......... RS485,RS232,Ethernet,Zig Bee(optional) .......................................................................... ...................................... ........... Revenue ............Grade Data,ANSI C32.1 Optionali'I............................... .......................................................................................................................... ........... Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE Safety UL1741,UL3699B UL1998,CSA 22.2 .. . .... . . .. .. Grid Connection Standards IEEE1547 erre. erre. .. ..... . ....................... ..... .... . .P. erre.............. .. ...... .. ... Emissions _ _ FCC artlS class INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG ........................................... ................................... .1.-............................................ ... /4 ............................. ........... DC input conduit size/4 of strings/ 3/4"minimum/1-3 strings/ 3/4"minimum/1-2 strings/16-6 AWG AWG(qng?.._...................._... ........._._._......-........................................_._............... .............14-6 AWG............. .. Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ ..(ILS,IW%0)................................ .............................................. ...... 775 x 315 x 260 . ...!7!!1... Nght with Safety Switch............. ..........51,2/23:?..........�...................54:7/24:?... ................ ............88.4/40.1 Ib/.kg... Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user .......................................... ........ ........ replaceable Noise <25 <50 dBA .................................._..._.. .._..............._.................-_erre_............-........ ...................................-............... ......... Min:Max Opera ting Temperature -13 to+140/ 25 to+60(40 to+60 versionavailable�'�1 Range_ .................................. .......................................................................................................................... ........... Protection Rating ......................................................NEMA 3R ........erre............ ............... . ........... ..................................................... ........... '^ � jai erPiaese eomea sm,rtSUPPotl Ahigher Currentsource may neced:meinverter will mna . roomerNemmmeNHate d. Revenue gradeoveter oft SExvxA4Ug00i rise nvenecSE76erWroN 40version PN6EA-USe00NNU9 Por 760OW invertwSE]600AU6002NNtrul). Fir Sm SU115PEC RoHS 0 IRONRIDGE Roof Mount System Built for solar's toughest roofs. IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Software Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. ! competitors. XR10 Rail XR100 Rail XR1000 Rail Internal Splices i A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear&black anod.finish • Clear&black anod.finish • Clear anodized finish • Grounding Straps offered -- Attachments FlashFoot Slotted L-Feet Standoffs Tilt Legs W SIC— - A& '�t_ --I, zi— e s Anchor,flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware • High-friction serrated face • Works with vent flashing • Attaches directly to rail • IBC& IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black anod.finish • 4"and 7"Lengths • Fixed and adjustable Clamps & Grounding End Clamps Grounding Mid Clamps T-Bolt Grounding Lugs Accessories E_ ILL- "Mm L L Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish& black anod. • Parallel bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips 1-1 LIZ& • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates pre-drilling • Perfected End Caps • Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer Free Resources Design Assistant ` L NABCEP Certified Training Go from rough layout to fully • r- Earn free continuing education credits, - ` engineered system. For free. Aip► while learning more about our systems. - Go to IronRidge.com/rm � Go to IronRidge.com/training @ 2014 lronRidge,Inc.All rights reserved.Visit www.ironridge.com or call :0 ,��_ ' 1 1 �' 1111111111 11 1111 1KIM. • 1 . ,FRAM W-A A't6 . � s M 'ri f� ...1.- - �.., �..., �..�.Tm,� E7•.:fY1 C ^�`/ •'4.� �{� t - � ¢ .fie r t r ? 'd4a d �: KOM Electrical Inspections LLC NORTHEAST ELECTRICAL INSPECTIONS, LLC 65 Albermarle Road Scotia, NY 12302 PHONE: (518) 852-0826 (518) 866-1663 ELECTRICAL INSPECTION CERTIFICATION This is to certify that the electrical wiring and equipment, which is introduced by the named applicant, is in the accordance with the National Electrical Code and local utility company. It also complies with the application on file at the date listed. Date of Final Inspection: 1/2/17 iob#: McNulty Applicant: Apex Solar Address: 3 Quincy Ln Lot 1 Queensbury, NY 12804 t� Owner: Tim McNulty I} LS Permit#: SOLAR-000745-2016 UFUUL 1 20V D Equipment Installed (35) LG320 NIC-G4 Modules TOWN OF QUEENSBURY (35) P300 Optimizers BUILDING&CODES (1) SE 1000OA-US Inverter (1)Non-Fused Disconnect (1) Fused Disconnect Steve Reynolds Electrical Inspector