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SOLAR-000682-2016
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761.8201 4 -- - Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-000682-2016 Date Issued: Tuesday, August 1, 2017 This is to certify that work requested to be done as shown by Permit Number SOLAR-000682-2016 has been completed. Tax Map Number: 301.14-147 Location: 37 PEGGY ANN RD Owner: Dan McGarr,Rebekah McMillan Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System No Rafter Upgrades By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r: " 4 k_ 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 Community Development-Building&Codes (518)761-8256 — - i BUILDING PERMIT Permit Number: SOLAR-000682-2016 Tax Map No: 301.14-1-47 Permission is hereby granted to: Apex Solar Power For property located at: 37 PEGGY ANN 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 Tvce of Construction Owner Name: Dan McGarr Solar Panel-Residential $23,400.00 Owner Address: 37 PEGGY ANN RD Total Value $23,400.00 Qucensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demme Electric 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel System No Rafter Upgrades $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,October 5,2017 (1f 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 ueensb //tVed r 5,2016 SIGNED BY: �VJ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 9/140I1R Tax Map ID TAx MAPID 30114-1-47 Permit No. bzi'Ib ZONING Permit Fee $Zx� Reo•Fee 1 v1W ice, I Zlr, HISTORIC SITE _Yes _No Approvals SUBDMS/ON NAME Lot# APPLICANT Apex Solar Power OWNER Rebekah McMillan and Dan McGarr ADDRESS 64 Main St..Queensbury. NY 12804 ADDRESS 37 Peggy Ann Rd,Queensbury NY 12804 PHONE (518)309-2786 PHONE (518)222-2186 CONTRACTOR Demarse Electric Inc. COST OF CONSTRUCTION(ESTIMATED): $ 23.400.00 ADDRESS: 64 Main St.. Queensbury, NY 12804 BUILDING ADDRESS: 37 Peaav Ann Rd. QueensburyNY 12804 PHONE: (518)309-2786 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Greg Demarse(Demarse Electric Inc.) PHONE(518)309-278E TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1 floor sq.ft. 2n'floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars_) Dock IJUI Pole Bam Porch-open "Porch–3 season,Covered, Enclosed Shed Other Accessory Structure(s) 565 sq ft(3 arrays) Also doing reroof of main house and porch, but not the garage 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 Uwe 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. ✓1 have read and agree to the above: Print Name: Olivia Baitinaer Date: 9/30/1E Signature: C�A_'C—If__� Date: 9/3o/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 OCT 0 4 2016 illi ' �• TOli4'N o QUtEtiSSUI a ex, BUILDING & CODES solar AUTHORIZATION FORM "TO ACT AS AGENT FOR" I, Dan McGarr owner of the premises located at: 37 Peggy Ann Rd Town of Queensbury , Tax Parcel # 301.14-1-47 , hereby designate: Olivia Baitinger/Apex Solar Power , as my AGENT regarding my Permit Application for: 7.8 kW roof mount installation solar PV system r)1 9/30/16 Date Signature 518.309 2SUN (2786) . 315.629 9SUN (9786)) . .. '',''• oar �o er ''- ' September 29, 2016 301.14-1-47 SOLAR-000682-2016 McMillan, Rebekah & Dan McGill Mr. Robert Reynolds 37 Peggy Ann Road Apex Solar Power Solar Panel System (no upgrades) 64 Main Street Queensbury, NY 12804 `l'' ^ (1' I OCT q RE: Solar Panel Project—McMillan Project L ti 2016 i f 111 TOVviv L 37 Peggy Ann Rd, Queensbury, NY 12804 BUf�DO! ��'' J NG& corO SAY 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(RP1) & Roof Plane 3 (RP3) o Roof Structural System • 2x10 rafters spaced 16" on center,Southern Yellow Pine, No. 2 or better • Decked with 5/8" plywood and a single layer of asphalt shingles o Proposed PV Modules and Mounting System - WN OF QUEENSBURY Trinamount Modules(or equivalent) BUILDIN IronRidge Roof Mount System (or equivalent) Reviewed BY' CO E DPT, • Roof Plane 2 (RP2) Date: [C:5 o Roof Structural System • 2x4 trusses spaced 24" on center,Southern Yellow Pine, No. 2 or better • Decked with 5/8" plywood and a single layer of asphalt shingles o Proposed PV Modules and Mounting System • Trinamount Modules(or equivalent) TOWN OF QUEENSBURY • IronRidge Roof Mount System (or equivalent) BUILDING DEPARTMENT Based on our ini;'• d ex;r?n ik n,compliance with o:ir : :1 1 � -rued as indiGati are in full compiianc" 'i.r.f ih;) -oiiiliiy (Ades of New York State. 64 Main Street, Queensbury. NY 12804 6660 Joy Road, Syracuse, NY 13057 :.:.: apex : ,. :. solar 86) . - .. . r 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 RP1, RP2 and RP3 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. (SOF NIF P NEFI W O ro 9°9� ��r• .t •�I 9i L-d T7 `rL✓ 2 095395 X20 V ROFESSIONP 64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057 518.309.25UN(2786) apex 315.629.95UN(2786) Apexsolarpower.com Project Name: McMillan,Rebekah Project Address: 37 Peggy Ann Rd Queensbury,NY 12804 Roof Plane 1 Rafters Rafter Size= 2 x 10 Rafter Spacing= 16 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 9.000 ft Rafter Btm Chord Length= 12.000 ft Measured Distance to Support= 0.000 ft Max.Rafter Span= 15.000 ft Total Rafter Length= 15.000 ft Roof Pitch= 9.000 :12 Roofing Roof Decking= Plywood Roof Decking Thickness= 0.675 inches Purlins= n/a Purlin Spacing= 48.000 inches on center Roof Covering= Asphalt Shingle N 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= c30 ft Basic Wind Speed,V= 90 MPH,3 second gust Deflection Criteria= 180 Roof Loading Summary Existing Roof Dead Load= 10.914 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 23.100 psf Resulting Wind Shear Force= 130.16 Ibs/panel Resulting Wind Uplift Force= 173.55 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 518.309.25UN(2786) p aeower x 315.629.95UN(2786) Apexsolarpower.com Project Name: McMillan, Rebekah Project Address: 37 Peggy Ann Rd Queensbury,NY 12804 Roof Plane 1 Roof System Dead Loads(DL)= 6.698 psf Rafter Weight= 2.930 lb/ft Rafter DL= 2.198 psf Roof Decking DL= 2.000 psf Purlin Self Weight= 0.000 Ib/ft PurlinDL= 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)= 23.100 psf Importance Factor,1,= 1.00 Exposure Factor,Ce= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C.= 0.600 Slope Roof Snow Load,P,= 23.100 psf Wind Load(Per ASCE 7-10) Directionality Factor,Ka= 0.85 Topographic Factor,K,= 1.00 Velocity Pressure Exposure Coeff.,K.= 0.70 Velocity Pressure,0,= 12.34 psf Panel Length= 5.41 ft Panel Width= 3.25 ft Vertical Project Area,A„= 10.55 sf Horizontal Project Area,A,= 14.07 sf Structural Adequacy Total Dead Load(DL)= 9.668 psf= 12.891 plf Live Load(LL)= 23.100 psf= 30.800 plf Resulting Moment= 1228.813 Ib-ft= 14745.752 Ib-in Section Modulus(S.)= 15.820 in' Resulting Bending Stress= 932.096 psi Load Duration Factor,Co= 1.15 Repetitive Member Factor,Cr= 1.15 Design Value for Bending Stress,Fb= 1500 psi djusted Design Value for Bending,Fe= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0833 ft Moment of Inertia(I,,,)= 88.9900 in Resulting Deflection= 0.0291 ft Page 2 of 2 Y 518.309.2SUN(2786) a p•ex 315.629.9SUN(2786) Apexsolarpower.com Project Name: McMillan,Rebekah Project Address: 37 Peggy Ann Rd Queensbury,NY 12804 Roof Plane 2 Rafters Rafter Size= 2 x 4 Rafter Spacing= 24 inches on center Rafter Species= Southern Pine Grade= No.2 or better Rafter Height= 8.000 ft Rafter Btm Chord Length= 12.000 ft Measured Distance to Support= 7.200 ft Max. Rafter Span= 7.222 ft Total Rafter Length= 14.422 ft Roof Pitch= 8.000 :12 Roofing Roof Decking= Plywood Roof Decking Thickness= 0.675 inches Purlins= n/a Purlin Spacing= 48.000 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= 10.914 psf Additional Solar Dead Load= 2.971 psf Roof Snow Load= 25.025 psf Resulting Wind Shear Force= 120.33 lbs/panel Resulting Wind Uplift Force= 180.50 lbs/panel Strucutral Adequacy Roof Meets Bending Criteria= Roof Meets Deflection Criteria= Page 1 of 2 ".*. ....-apex 518.309.2SUN(2786) M s ex 315.629.9SUN(2786) orar power Apexsolarpower.com Project Name: McMillan,Rebekah Project Address: 37 Peggy Ann Rd Queensbury,NY 12804 Roof Plane 2 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)= 25.025 psf Importance Factor,1,= 1.00 Exposure Factor,Ce= 1.00 Thermal Factor,C,= 1.10 Flat Roof Snow Load= 38.5 psf Cold Roof Slope Factor,C.= 0.650 Slope Roof Snow Load,P,= 25.025 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„= 9.75 sf Horizontal Project Area,Ab= 14.63 sf Structural Adequacy Total Dead Load(DL)= 8.382 psf= 16.765 plf Live Load(LL)= 25.025 psf= 50.050 plf Resulting Moment= 435.634 Ib-ft= 5227.605 Ib-in Section Modulus(S.)= 3.063 in' Resulting Bending Stress= 1706.694 psi Load Duration Factor,Co= 1.15 Repetitive Member Factor,Cr= 1.15 Design Value for Bending Stress,Fb= 1500 psi djusted Design Value for Bending,Fe= 1983.75 psi Elastic Modulus,E= 1.600 X 106 psi Deflection Criteria= 0.0401 ft Moment of Inertia(I„)= 5.3590 in Resulting Deflection= 0.0398 ft Page 2 of 2 PHOTOVOLTAIC SYSTEM EQUIPMENT: SIZE: PV MODULES: (52)STICH 1SOW SYSTEM SYSTEMSIBTC: 7.8kW N.fikW INVERTER(S): (1)SET60OA-US SCOPE OF WORK: ' P E G GY ANN RD INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM ON AN EXISTING RESIDENTIAL ROOFTOP. Structural Only OF NEIyy ,gyp OQNER IV 0,9 Aro 9$� m O � w m = 2NmOa 085395 A �OFESSIONP nron MWALsTAu res xD suxETFa ReoueED2 APPLICABLE CODES: 2010 NYS BUILDING CODE 2010 WS RESIDENTIAL CODE 2010 NYS PLUMBING CODE 2010 NYS MECHANICAL CODE 2008 NATIONAL ELECTRICAL CODE ® SHEETINDEX PV-01 COVER AND PLOT PLAN PV-02 SITE PLAN,STRINGS.BOM ® PV-03 MODULE LAYOUT PV-01 THREE-ONEDIAGRAM SITE PLAN SCALE: N.T.S. NM®soca REVISION NOTES: DRAWN DATE: PROIECTNAMR: naDrr. SCALE O• •Y.NY 13xM mREVBY DATE DFKXR ON BY: MCMLLW-/102]5 MCMIUAN,REBENA{I •• �•�: a pex bb6oMAW RGR 8/1//18 ROOFMOUNT QUMNSYANN RD ••• ••. F•a xx•me,NV I105> BY: ]BOD WATTS OUEENSBURY.NY 12801 OMWING v��✓^•T�am��T•wnavm BY: DAre 51&2]2-2186 NUMBER: Solar Power tunas DRAWDIO TITLE: COVER AND PLOT PLAN PVM MAIN SERVICE PANEL zEr: ____ aROPERr'I utE BSVBFUEt i —... GONWTaw ©DD OMCaNNECY UTILITY METER -- oPrvEwav El n DISCONNECT Q saves MoaAE INVERTER � uaNSMmceaMu®OAiNc]IONeoz p ufunuErEfl puam]OruxOlmr e wuSTSa po camp' Boz �flDOF 088TRUCTp1 CUSTOMER INITIALS: Structural Only F NEW Y y�pAOYHER IV..9pfl ROOF 1 i s TILT:41' n U y w AZM:179' m 2 ZmFO 088395 yr0 STRING 1 pp0FESS1OHPy 28 MODULES 140 PTIMIZERS 1OPTIMIZERS INVERTER 1 INPUT 1 ROOF O TRT:41' AZM:179' STRING 2 24 MODULES 12 OPTIMIZERS INVERTER INPUT 2 �I 'I NOTES: 1. Os TOBELOCATED INTERNALLY ON R00F3 SITE PLAN DETAIL NORTHWESTERN BASEMENT WALL NEM TO MSP TILT:41' 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING AZM:89• SCALE: N.T.S. WHENEVER POSSIBLE. . 41 R,•1 REVISION NOTES: DmWN DATE: PROJECTNAME: CLIENT: SCATS • a•�: . Q%m•uy.NY I]INII REV REV BY DATE DESCRRTION BY, MCMILUN-1112]5 MCMIUAN.REBEIUN • • • RGR 9/14/18 ROOT MOUNT 37 PEGGY ANN RO •.• H F,g6ynaae.NY tl05] ..*0600.. BY: ]860 WATTS OUE 2111RY,NT 12801 DRAWING DAIS: p�` BY: 616222-2186 NUMBER Pso,C3C POWGI o If sw 6 m DRAWDIOTRLE: BETE PLAN,B Im.NOTES RV-02 2-1 ' yS•-2• p.+1. SHINGLE ROOF 1 SPECS 1 RAFTER SC 2XID S� eS�a RAFTER SPACING(In): tBoc ROOF MATERWL• ASPHALT ARRAY SPECS TILT(*): 41 AZIMUTH('1: 170 SQUARE FEET(�) tSs Structural Only yOV NE NE ER ww9091• + �m U D C1 W in 2 I Z� p GRs3B5 �2 p�OFESSIONP AMOUNTING DETAIL L SCALE: NTS r,-ARRAY LAYOUT - ROOF 1 N I /aMUTH: SCALE: NTS � sdu III��V11 ImnRMpe Wt-100 Re L-F nw"-Low i `^ter REVISIONNOTES: DRA" DAIS: FROM=NAME. CLIQ+T: SCALE QwnuLuy.M 12P01 REN REYBY DATE IYWRIPNON BY: MCII 1.114216 MCMIUAN.REBERAH ••• '0 , a pi6660IOY RdaRGR 9/ I6 RDOFA M 37 GPEOOYANN RO .• •�. 130DWATTS OUEE�3B'�Y,M12006 DERar Power ` D GTffLE: — 11' 15-2' 3•-71' SH04GLE ROOF 1 SPECS RAFTER SIZE; 2X4 RAFTER SPACING fin): 2/oe ' ROOF MATERIAL ASPHALT h ARRAY 1 SPECS TILT 19: 01 AZIMUTH rl: 179 i SQUARE FEET IR2) 170 Structural Only hoof NEIVY OYNER pi, O'fl � yaQ$A Omm e fl W m e Z�FO OB5395 y4.=O AgOFESSIONP e9a 'sr AMOUNTING DETAIL �- SCALE: MS RRAY LAYOUT - ROOF 2 3a, " 7 A2 MUTH: SCALE: NTS I.RiEpe XR-100 Re L-F nashIM-Low Pmfil Lemposlle SMgI u HALIe Scat REVISIONNOTES: DBAWB DATE: PROIELT NAME CLIEM: SCALE Qiwm.bwy.NY DA01 IUW Ri DATE DESCRIPTION BY: MLMllN1•�10275 MLMILUN,RESEXAN pex RGR &iM1S ROOFMOUNT3IPEOGYANNID .en O• Fin Sy.ave.NY lbti CHECK >800WATTS OUEENSSURY,NY 12501 DMWDIO .•no®o•. BY: DATE: 51&222-21FF N11A®EA: Solar Power ISI NW'2- � DMWNGTOLE: _ — 1'1' SHINGLE ROOF 1 SPECS 10'•10• g.S' RAFTER SIZE: 7X70 RAFTER SPACING(In): 13x 1T.1' ROOF MATERIAL: ASPHALT ARRAY SPECS TILT('): N AZIMUTH('): 89 XV SOUARE FEET(N7) SO Structural Only . „ SOF NEIyY .a,P�Gp JER W. �•fl 9 4 9O f- • A W Z 20 085306 E b FESsilo NP (/ 2ILT- MOUNTING DETAIL SCALE: NTS RRAY LAYOUT - ROOF 3 N AZIMUTH: SCALE: NTS Solar Maaal w ImnW,XR-150 Re L-F F."v-LawP Comp xlle Sa0gl u e • �M,m sv.M REVISION NOTES: DRAWN PROIELTNAME: CLIENT: SCALE: BY: DATE: Quenabivy,NY Ixn01 REV REVBY DATE DOMPTION MCMIIIAN-1111]5 MC"t1AN.REBEXAH 5a60 M,RW RGR 9111118 RDOFMDUNT 3TPEGGYMNM 4. e� Pan SPrw.NY 11051 c�Ly, 'MOD WATTS DIIEENSBURY,NY 11001 DMWIN6 e a BY: DAh' M&111-Pse NUMBER'. Solar Power """°es DRAWBiO TfILE: — IMVFIaERlA S-ONEFORFACNIMD] IXq]OVOLTAICAC INRCOMIRC] MOOUIE EIECR•GL3FEaFlCATKINR RNERIFA SPEaRCAlIfM16 REM CONdTONR ELECTRICAL KEY: AusOLAREDOE NPUIE µyJMIN,I N:OPEMnNG aAWGE J]A IssIsnON STwIso GGARFDf#sE]WMUS HONEST 2%DB OE91fal TE PCI: BREAKER Vapp.yAJ NOMWLL OPEMTNG/.0 VOLTAGE 2bV SXORTaRCUR CUtREN]Qcl: JAS MTED WATf31EACNf TR00 MK MEAN EXiNEEE HINUAL OBPCk -JBREAKERSWITCH vmu-Row OPEN anC=] OLTAff.). 9J.1 Acorl3unxovatiaGE ryk m El SCREWTERMINAL INMR%iTN NO RI1GNO co101MATNINR OFEMTING WRREMBMPI: 1 3.13 ACOF TINGCURREHT(A): m m FUSE • k(p-&RA OPEMTING VOLTAGE IMP): 47.0 NURIEROFMPP]CMPNNELR 2 SPLICE GROUND W.11.m INVERTEREFRClE : AeG M CHASSIS GROUND IMIRR%ITH(B RTRMO COMBIMT q INTEGRATED DC DlC NECT ---GEC MFF-17A -EGC w.22.RA 200AMAIN-BREAKER (4)#10 PV-W. (3)#6 THHN (4)#/O THHN (1)#6 THHN GRD (2)#6BAREGRD (1)#6 THHN GRD 3/4'EMT FREE AIR W/ EMT NEMA 3R UL LISTED (E)LOADS METER SOLADECK BOX SOLAREDGE SE760OA-US rON ROOF INVERTER WITH INTEGRATED (E)LOADS " 15TRING OF � ` ----------1 DC DISCONNECTS 28 MODULES L _QINPUT I 200A-MSP �DC= -AC LI 40A-0PV 290V2P 34Yfm OUTPUT ----------� as -- 1STRING OF --I------- _ `------- ------- --- ` --L _ QINPUTZ j 24 MODULES �DC v 1 EVERY OTHER MODULE EQUIPPED GSM j WITH P400 OPTIMZERS CELLULAR MODULES CONNECTED IN COMM.WT PARALLEL AND STRUNG IN SERIES i GEC IRREVERSIMY SFUCED TO E STING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE CONDUIT ELEVATION:12 TO 3-12'=22'C HIGH AMBIENT TEMPERATURE:31•C 200 2 12=240 EXTREME LOW:-29'C 240.200(MCB)=40A SOLAREDGE SE7600A-US MAX CURRENT 32A ROOFTOP AMBIENT TEMP:53'C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=32AX 1.25=90A=40A BREAKER/FUSES CONDUIT FILL 6431tin SNn1 REVISION NOTES: DRAWN DATE: PRUIBCTNAME: CLIENT': SCALE: Qu—&".NY I2RM REV REVBY DATE DESCRIPTION BY: MCMWW-419275 MCMILLAN.RMEKAH ROOF MOUNT 37 PEOOY ANN RD FrlSynwee.NYIWJ7 cm 'MWATTS OUEENSBURY.NY 1280/ DIUWING o1aFaNvpe=araam BY: DAIS: S1B222-2188 NUAIBEIU IRIRF3D}]lRR DRAWRIOTRLE: STION b • Performance Solar • • . • Modules Superior Energy Density • More I<Wh/m2 than crystalline silicon in most climates • Excellent warm temperature performance • Proprietary cell and circuit design minimizes impact of shade and debris • CEC listed, PTC/STC ratio of 92.9% Reliable • Potential Induced Degradation (PID) resistant and free of Light Induced Degradation (LID) effects • Stion reliability testing extends well beyond industry standard certification testing Durable • Dual Glass module with edge seal inhibits moisture ingress • Back glass replaces moisture-permeable back sheet used in crystalline silicon modules • Stion modules have passed the most severe salt spray test per IEC 61701 (severity 6) Versatile • Dual rated 1000 volt UL and IEC • Black anodized aluminum frame is compatible with most major BOS components and system designs • Low current allows field paralleling enabling reduced balance of system and labor cost Simple &Safe • Convenient form factor enables easy installation and handling by one installer • Restriction of Hazardous Substances (RoHS) compliant Made in the USA Atl of Stion's modules are designed and manufactured in the United States under the highest quality standards 0 2014 Stion Corporation.All rights reserved. www.stion.com STO-135 / STO-140 / STO-145 / STO-150 Solar Modules Re STION Electrical Data* Dimensions Inches(mm) Nominal Power,PMAX(W) 135 140 145 150 «am„a, «twx,oswsx istisn pc Module Efficiency(%) 12.4% 12.9% 13.3% 13.8% Vmpp(V) 58.2 59.8 61.0 62.7 • ae Impp(A) 2.32 2.34 2.38 2.39 Voc(V) 77.4 78.8 79.6 80.8 EJ Isc(A) 2.62 2.65 2.68 2.72 `sn« nNi sena «�Pa It Series Fuse Rating(A) 30 Maximum System Voltage(V-dc) - 1000 (UL 61EC) Temp.Coefficient(PmPP) -0.26%/eC Temp Coefficient(V-1) -0.240/o/eC „®„x, Temp Coefficient(Isc) _ ---- 0.004%/oC Factory Binning(W) +/.2.5 a«l.e NOCT°` 45.6°C 'Measured at Stantlartl TesdngCon Oitlans(SKI:25°C.1000 INW.AM 1.5 after factory IN Curves tightsoaking.All ratings are 3 10%unless noted otherwise- -Normal therwise.`"Normal Operating Celt Temperatures(NOCT):800 INW,20oC air temperature,lm/s a to wind speed as too Normal Operating Cell Temperature Conditions a >a Nominal Power,PMAX(W) 102 106 110 114 a_ 0 100 xe so Vmpp(V) 53.8 55.3 56.4 58.0 v 2 ImpP(A) 1.91 1.92 1.95 1.96 t.° ao Voc(V) 70.3 71.5 72.3 73.3 its : ! m Isc(A) 2.17 2.19 2.22 2.25 °0 to I sa a a a To so ° ws.w M Relative efficiency reduction of maximum power from an irradiance of 1,000 W/m2 -135i.v Cm.. -14011Co,.. -14514C.- -150i.vcUv. to 200 W/m2 at 250C is approximately 7%with a standard deviation of 3%. -135Pew., -tan Pova -tasee.al -,aoow., Mechanical Data Warranty and Qualifications Width 25.8 in(656mm) Limited Power 90%at 10 years,80%at 25 years Length _- 65.2 in(1656mm) Workmanship 10 years Depth -1.4in(35mm) I EC 61646,IEC 61703-1&2, Standards Certification ANSI/UL 1703,IEC 61701 Severity6 Weight 37.0 lbs(16,8kg) -- --- - - ---- - - Fire Resistance Class C(Class A Flame Spread) Total Area 11.68 ft'(2.09m') Safety Class II(IEC 61140) Frame Black Anodized Aluminum -_ Cable PV Wire,14AWG Cable 19.7 in(O.5m) Mechanical/Wind Load 2400 Pa(50 psi) Connectors MC-4 type _ -_ _ N"h J-Box IP 67 rated NT Intertek Safety CoverT a 3.2mm high transmission tempered front glass laminated to 2 mm Glass 11 yP float glass ® Caution!Read Safety b Installation Manual before handling,installing or operating Stion products. Specification included in this datasheet are subject to change without notice. ©2014 Stion Corporation.All rights reserved. DOC:300-007-000 Rev.C www.stion.com solar - • • • SolarEdge Single Phase Inverters For North America SE3OODA-US / SE38OOA-US / SE5OOOA-US / SE6OOOA-US / SE76OOA-US / SE1OOOOA-US / SE1140OA-US �°v a rtes fit Waiianty ^ °1Ja n�v c ry � f 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 C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL WWw.solaredge.us Single Phase Inv@Pte PS for North America solar=ss SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE760OA-USISE1000OA-US/SEI 140DA-US _ ,_ SE3000A•US Fs -US SE500.OA_-U5 ISE6000A•US SE7600A-US SE30000A-U9 SE11400A-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... 10000 240V Max.AC Power Output 3300 4150 6000 8350 12000 VA 5400@208V � ������������� � �������������� 30800 @208V ......... ...._. 5459@249Y .......... 109So@24ov . ..... .... ........... AC Output Voltage Min.-Nom.-Mai ✓ .18.3.-.208..-229 Vac AC Output Voltage Min:Nom.Maz.ltl ! ✓ _!....... . ....✓ .. . .. ...✓....... ..✓........ ..... ✓ . ... . 211-240-264 Vac ...0Fre............................... .. ......... .. ............ .................. .................. ........... AC Frequency Min.,Nom:Max:"I 59.3-60-60.5 Hz Max.Continuous Output Current 12.5 16 ,.,,.I,.21.@240V. 25 .. 32 I42 @240V .I 475 A GFDI Threshold . ......................................... . . UNIIIy M_onitoring.Islandin6_Protecton,Country Y Configur__b_le T_h_resholds __ _ Yes INPUT Maximum DC POwer(STC) 4050 5100 6750 8100 10250 13500 I 15350 W . . . . . ................ ............... ................. ................ ...... ......... .................. .................. ........... Transformer-less,Ungrounded Yes ........................................... ............................................................................................................... Max.In ut Volta a Vdc .........P............................... ._................ .................._......_...._.....500........................................................_. ...Vdc Nom.DC Input Voi[age 325 @ 208V/350 @ 240V Vdc Max.Input Currentl'I................... ......9.5.......1......13.. ._....23..��_..L_3035@240V..L...�..34.5...�... .. Adc ... Max.Input Short Circuit Current 45 Adc ........ ........... . . . ... ........... ... ........................................................................................................... Reverse-Polarity Protection ............... ... ... .............. ..........................................................Yes......._.................................................. .. ........... Ground:Fault Isolation Detection 600kt5ensitivity Maximum Inverter Efficiency ..... . ..97.7...... .....98.2..... ......98:3...... .....98:3...... ......98....... .......98 98 % 97 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ........ _...... 98@240 VV. .......... ... ....___.._. . 97.._MOV Nighttime Power Consumption <2.5 <q W ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Ethernet,Zig Ree(optional) Revenue Grade Data,AN 51.32.1 Optional .Shut....n-NE..2014 690. .... .......................................................................................................................... ........... Rapid Shutdown-NEC 2014 690.12 Yes STANDARD COMPLIANCE Safety _ _ .. _, UL1741,UL1699B UL1998,CSA 222. ... ._ _" .. ... .. . - Grid Connection Standards IEEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG . ..... ...... .. ... .. .......... DC input conduit size/4 of strings/ 3/4"minimum/1-3 strings/ AWG range 3/4"minimum/1-2 strings 116-6 AWG . . . g ........... ._... ....... ... 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/ .(HXW%Df.. .. . ... ... ...... _..... ... .. .... ......... .. . . ..775 x315x260.. ...... . .mm.... Weight with Safety Switch 51.2/232 547/24.7 _ 884/401 lb/kg.. Natural convectlon Cooling Natural Convection and internal Fans(user replaceable) fan(user ............ ...._.............. ........... replaceable) Noise .............................. <25 <50 d8A Mm.-Max.Operating Temperature """".""" "" Range. ,, -13 to+140/-25 to+60(-40 to+60 version available'al) 'F/-C ...... ....................................................................................................... ........... . ...... ... ...... Protection Rating NEMA 3R .. ........ .... ..... .. ....... .. ..... . ............. ... ...... ....... . .... ..... ... . ......... For other regional settings please contact solarEdge support. A higher current source maybe used:the invenler volt limit its input current to the values staled. ^Revenue grade inverterP/N:SExxxxA U50WNNR2(for 7600W inverter SE76MA-US 2NNR1). °'-40 version P/N:SExxxxA U6000NNU4(for 760OW Iovener5E7600A 05002 NN U4), SUr15 PEC RoHS Q SolarEdge Technologies,Inc.All rights reserved.SOI-AREDGE.the SolarEdge logo.OPTIMIZED BY SOUREDGE are trardervaris or registered trademarks of • a Technologies,a IRONRIDGE Roof Mount System r . 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. -- XR Rai: XR10 Rail XR100 Rail XR1000 Rail Internal Splices 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 Till Legs Y ow,- ►ter Anchor,flash, and mount Drop-in design for rapid rail Raise flush or tilled 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 (E) Accessories .V 1 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 • Sizes from 1.22"to 2.3" • Reusable up to 10 times Eliminates pre-drilling • Perfected End Caps • Optional Under Clamps • MIII&black stainless Swivels in any direction • UV-protected polymer Free Resources — - Design Assistant ♦ NABCEP Certified Training Go from rough layout to fully ♦ v Earn free continuing education credits, = engineered system. For free. tA� while learning more about our systems. .;o to IronRidge.com/rm Go to IronRidge.com/training 0 2014 lronRidge,Tric.All rights r...iv.d.Visit w�.imnridge.com or call :,, ,��_ Dec. 5. 2016112_02P_ MDIA No. 5670 P. 2/3 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. Ceo;�ed that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Date: Rebekah McMillan 11/22/2016 Occupant: Location: Solar PV System 37 Peggy Anne Road Occupancy: Queensbury, Warren Co. NY �Single Family lhvg. Applicant. Apex Solar Power 64 Main Street Queensbury, NY 12804 L J Permit: 000682-2016 Na. Joseph A.Holmes 1457782W22EL- Equipment: „ 52-Solar Modules: 1 -7200Watt Inverter, 1 - Back Fed Breaker, 1 -At Disconnect This certificate applies to the electrical wiring to the alectricel equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the instaffatlon inspected as of the above noted data based on a visual ownership as indicated harein. upon a change in the use.occupancy or ownership Inspection. No warranty Is expressed or implied as to the mechanical safely,efi- of the proparly indicated above,this cenifinate strait be Immediately null and void. ciency or Rinses of the equipment for any particular purpose. This certificate snail In the event that this certificate becomes Invalid cases upon the above conditions, be valid for a period of one year from the aoove notetl tlate. ehculd me electrical this ceniflCa[e may ba revalidated upon feinspeClion by Middle Department system to whits Mlg CerdRoa(e applies be dilated in arty way,inqudily but flol limd- Inspection Agency.Inc. An aDDlitetion for inspection mU3l be SUDmiRetl f0 Middle ed to.the Inifotluption of additipnel elecVical equipment and/or tl1a replacement of Depamment Inspection Agenry, Inc.to inida[e the IREpeCiion and revalidation any of Ma Components Inslelletl as of the above Mtetl date.thio certiRCate Enall De procegg. A ice will ba charged far this geNiCe. oErpEOVE DEC 0 5 2'�j.3 TOBUN DOF ING Y &CODS Nov 221606:58p MDIA 5188549290 p.1 ELECTPICAL INSPECTlONS o DUPLICATE MUNICIPAL RECORD 11 Occupant Locatim--32_� sur Toon arCip• Sate . Installation as itemized on reverie side has been vistglly iaspected pursuant to applicable codes. lnstalled by o Date2- 3 . Inspector MIDDLE DEPARTMENT PECiION AGENCY,INC. ROUGH WIRING OUnHM H.P.AIRCONDMONE2 SWITCHES WIRING&CONTROLS FOR BURNER RECEPTACLES HP PUMP FDnRES KW.OVEN AM?SEIMCE EQUIPT-04T H-P.GARBAGE DISPOSALUNIT AMP.SE ACECONDUCTORS KW.DISHWASHER K.W.SURFACE UNIT KW.DRVER KW.RANGE AMP RECEPTACLE KW.WATER HEATER FRACH .VENT FANS V � ] ✓C1' er. G i MOTORS H.P. r tnz un tm vn raw r2 are' r r to z s s m rs m zs t m m s is tm MARK NUMBER OF EACH APPARA 5 2 G