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HomeMy WebLinkAbout42148-Z �QUFFot'�C® Town of Southold 1/10/2018 G ig, P.O.Box 1179 o • 53095 Main Rd y.�r . 0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39438 Date: 1/10/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1330 Gillette Dr, East Marion SCTM#: 473889 Sec/Block/Lot: 38.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/6/2017 pursuant to which Building Permit No. 42148 dated 11/14/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels as applied for. The certificate is issued to Malley,John&Valerie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42148 12/21/2017 PLUMBERS CERTIFICATION DATED Authorized Signature gUFFnj,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42148 Date: 11/14/2017 Permission is hereby granted to: Malley, John &Valerie 4 Rope Ct Melville, NY 11747 To: install roof mounted solar panels as applied for. At premises located at: 1330 Gillette Dr, East Marion SCTM # 473889 Sec/Block/Lot# 38.-2-14 Pursuant to application dated 11/6/2017 and approved by the Building Inspector. To expire on 5/16/2019. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 otal: $200.00 Bui ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Il bol New Construction: Old or Pre-existing Building: (check one) Location of Property. 1330 Gillette Drive, East Marion House No. Street Hamlet Owner or Owners of Property: John Malley/ Suffolk County Tax Map No 1000, Section 38 Block 2 Lot 14 Subdivision ^^ Filed Map. Lot: Permit No. C)" Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A Ap l' Signa re pF SO(�j�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �Q roper.richert( -town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Malley Address: 1330 Gillette Drive city,East Marion st: New York zip: 11939 Building Permit* 42148 Section 38 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunation Solar License No: 33412-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8.250 KW Roof Mounted Photovoltaic System to Include; 25-330 Panels, 1- SE 7600 Inverter, 60A AC Disconnect. Notes: Inspector Signature: — Date: December 21, 2017 0-Cert Electrical Compliance Form.xls pE SO(/lyolo / co N V TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Fisher Engineering Services, P.C. PO Box 30 • Oakdale •New York 11769 Phone: (631) 563-9028 r November 29, 2017 Southold Building Department Post Installation Certification Subject: Engineer Statement for Solar Roof Installation Residence: Malley— 1330 Gillette Dr.,East Marion Permit No. BP 42148 Installation Inspection Date: 11-28-2017 The roof mounted photovoltaic system at the above referenced residence has been generally observed to be installed properly in accordance with the approved plans and is certified b-Ity Fisher Engineering Services,P.C.to be in compliance with the minimum ,rpgwk&h&hts,-of,.the,,Town,the 20f5-International Residential Code and the 2016-New (,.York,State Uniform-C6de'Supplement and-the Provisions-of ASCE 7=10. - T "EI fro Sincerely, f., . A6 William G.Fisher, P.E. Licensed Professional Engineer LJ JAN 8 2018, TOWN O-F SOLU THOLD Architectural Design•R6idential•Light Commercial' Additions Extensions.-Conversions Construction Estimate`s/Oeersight•Expediting•Inspections_ EMLD )V-646coFs QUNDA Ori;(1ST) . .. ...........r.T...+........r..r o oo ROUGH FRAP2, `Q& PLU.=T 'G (b INSULAT10N PBA N.Y. H STATE ENERdY C''ODZ FINAL s l� Cb l\ N TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT' Do you have or need the_foilowing,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plaits TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 i Survey' SoutholdTown.NorthFork.net PERMIT NO. `--�7 l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined a 20_ Single&Separate ,Storm-Water Assessment Form Contact: Approved 20� Mail to:SUNatlon Solar systems,Inc Disapproved a/c 1 171 Remington Boulevard,Ronkonkoma NY 11779 Phone:,(631)750-9454 Expiration 20_� LD D Building Inspector \/ PLICATION FOR'BUILDING-PERMIT NOV 6 2017 INSTRUCTIONS Date November 3 ,'20 17 1a ;�tF�tiaq�ST be completely filled in by typewriter or imink and submitted to the Building Inspeotoi with 4 $fit ceurale p qI' la to scale.Fee according to schedule. 1�9F1Ub!4 GW1ng26Qn,of lot and of buildings on premises,relationship to adjoining premises'or,public streets or areas;and waterways. c.The work covered'bydhis application may not becommencedbefdre:issuance df-Building Permit. d.Upon approval of this-application,-the Building Inspector will issue a Building Permit to the.applicant.Such a permit- shall be kept on the premises available,for'inspection throughout the work. e.No building shall be occupied or,used in aihole�or'in part for any purpose what so ever until the Building Inspector, issues a Certificate of Occupancy. f.'Every"building permit shall expire if the wo"rk authorized has not commenced within 12•inonths after the,date of issuance or has not,been completed within 18 months from such date.If no zoning amendments or other regulations,affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension,of the permit for an f addition six months.Thereafter,aa new permit shall be required: APPLICATION IS HEREBY,MADE to'the Building Department for the issuance of a Building Permit pursuant to ihe� Building Zone Ordinance of the Town of Southold,Suffolk County,,New'York,and other applicable-Laws,Ordinances or 'Regulations,for tire construction of buildings,additions,Or alterations or for removal or'deinolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code;housing code,and regulations,and to-admit authorized inspectors on premises-and in building for necessary inspections. { (Signatu p icant orname,if a corporation) 1 SUNathon Solar Systems,Inc 171 Remington Boulevard,Ronkonkoma NY 11779 (Mailing address of applicant) 1 I State whether applicant is owner,lessee,agent,architect,,engineer,.general contractor,electrician,plumber or builder SUNatlon Solar Systems,Inc-Contractor Name of owner of premises John Malley -- ------- ----- --------•-----------(As=ontlielax,>•o(l�orlatestdeed)------------- ------- ------ - - -If applicant is•a corporation,signature-of duly authorized.oflicer Scott Maskin-President (Name and title,of corporate'off_icer) Builders License'No.44104-H Plumbers License No. wn Electricians License No.33412-ME 1 Other Traders License No. i 1. Locatidn'of land on which-proposed work will be'dobe: 1330 Gillette Drive East Marlon House Number Street Hamlet County-Tax Map No. 1000' Section 38 Block 2 Lot 14 I Subdivision Filed Map No. Lot 2. ,State ezisfing use and.occupancy of premises and intended use.and occupancy,of propose&construction: a. Existing use and occupancy Residence b. Intended use,and,occupancy Residence with addition of Solar Panels 3. Nature of work,(check which applicable):'New Building Addition _Alteration_ ✓� 'Repair Removal Demolition 'Other WorkWaP—N (Description) 4.. Estimated Cost$24,571 Fee $200 00 (Tobe paid on filing this application) 5. If dwelling,number of dweiling'units, Number of dwelling units on each`floor If„garage,number of cars, b: If business,.commercial,or mixed occupancy;specify nature and extent of each type of use. 7. Dimensions of existing,structures,if any:Front _ Rear Depih', Height Number of Stories Dimensions,of same�structure with alterations or a_d_dition's:.Feont Rear Depth' `•Height Number of Stories, I 8. Dimensions of entire,new consiruction:t Frorit Rear” Depth" Height Number of Stories, 9: Size,of lot:.Front- Rear Depth 10.Date of Purchase' Name of Former Owner 11.Zone or use district iii.which premises are situated 12.Does proposedconstruction violate any zoning law;ordinance or regulation?YES^NO x 43.Will lovbere-graded?YES_NOX Will-excess'fill,be,,removedWdmpcertiises?Y.ES NO 14.'Names,of Owtier•of premisesJohn Malley Address 1330 Gillette Drive Phone No. (631)807-4215 Name of Architect William G Fisher Address PO Box 30,Oakdale,NY 11769 Phone No 631-786-4419 Name of Contractor SUNaaon Solar Systems,Inc Address 171 Reminpl BoulevaN,Ronkonkoma NY Phone No. 631-750-9454 15 a.I`s this property within 100 feet-ofa.tdaf wetland or a-freshwater wetland?:*YES NO x *IF YES,S`OUTHOLD'TOWN TRUSTEES&D-.E C,.PERMITS MAY"BE REQUIRED, b,.Is this property within`300'feet of a tidalwetland??i`YES NO x *IF YES,D.E.C.PERMITS'MAY B&R-EQUIRED: 16.Provide survey;to scale,with accurate foundation plan.and distances to property lines. 17.1f elevation at anylpoint on property is at I O feet or below,must provide,topographical.data onsurvey. i 18.-Are there any,covenants-and restrictions with respect wthis property?*YES NO x _ *IF YES,PROVIDE A COPY.. 'STATE:OF NEW-YORK), SS: `COUNTY OFA I Scott Maskm-President-SUNation Solar Systems,Inc being duly sworn,deposes and says that(s)he is"the°applicant (Name of individual signing contract)above named, i (S)He is,the•.Contractor '(Coritractor,,Agent,Corporate,0fficer,etc.) of said owner or owners,and is,duly authorized to perforin or have performed the said wo&and to make and file this applicafion; that all'statements contained'in_ihis application are true to•the best of his knowledge.and belief;'and that,the,work wilI be ,performed in-the'manner set forth'in the application filed therewith: S rn to before meth' day of k�o�c 20�" otary Public ure of-Applicant VICTORIA M. WALKER NOTARY PUBLIC-STATE OF NEW YORK No OIWA6319756 Qualified in Suffolk County My Comm+sslon Expires February 23, 201Q Scott A. Russell ,��°SU Ir IZC . 5T01KMWA1F1E1K SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJIECr INVOLVE ANY OF THE FOLLOWING (CHECK ALL THAT APPLY) Yes No ❑ 4 . Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ . Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q . Site in on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑© D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ . Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any-watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management'Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent;Contractor,Other) S.C.T.M. 1000 Date_ District NAME Scott Maskin-SUNation Solar S ntractor) q 11/3/2017 ane Section Block Lot * **FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (631) 750-9454 -1 n•.kpba Numbrd 6i/�r,,,-1' &A-C)k Reviewed By: — — — — — — — — — — — — — — — — Date: - (� I,�1 7 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 1330 Gillette Drive Approved for processing Building Permit. Stormwater Management Control Plan Not Required. East Marion, NY 11939 Stormwater Management Control Plan.is Required. El (Forward to Engineering Department for Review.) FORM ' SMCP-TOS MAY 2014 NOV/09/2017/THU 11 :40 AM FAX No. P. 001/001 Town Nall Annex 54375 Min lioad ax(631)76 - 5 P-Q.Sox U79G ro en hent towns g Southold,NY U197I-0959 BUMDING DEPtR`I MzNT ; TOWN OF SO T HOLD APPLICATION FQR ELECTRICAL INSPECTION � I REQUESTED BY: lcTt) L pate: an CamP Y Nara e: --- ame: SC.n'T-T A- t �1 License No.: 3 1.0 License ko Phone No 631 7 S 0,-- gg5L/ ' )OBSITE INFORMATION: (*Indicates aqui d i formation) *Name: '�Address: . - *Cross Street: ��� Phone No.: Permit NG.- Tax-Map O.:Tax Map District: 00�0 Section: CEE Block: _ �o lBRIEI=DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) la job ready for inspection: YE dough In Final *Do-you need a Temp Certificate: YE NO Temp Information Pfrioadodj *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other { I _ 'New Service: Re-connect, Underground Number of Meters Change of Service Overhead Additional lni'ormafion_ PAYMENT DUE WiT14 APPLICATION 82=Requestfor(n$pection Form pF SOUry®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 '� ®lyc®u►�y,�� December 27, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Sunation Solar Systems 111 Remington Blvd Ronkonkoma, NY 11779 Re: Malley, 1330 Gillette Dr, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Post Installation Certification required stating panels were installed per NYCSB jlding Code Application for Certificate of Occupancy. (Enclosed) /c Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42148 —Solar Panels ij I. !}Ir ( SUFFOLK COUNTY DEPT OF LABOR, i.+ LICENSING&CONSUMER AFFAIRS _ ;+ -HOME IMPROVEMENT CONTRACTOR G LICE S NAM SCOTTAMASKIN �. 3USNE55 NAPE j'• This certifies that the SUNATION SOLAR SYSTEMS INC bearer is duly licensed by the urrmeNumnK =County-of Suffolk 44104-H Commlsabnrr EiP�T=OND"'Y' 03/01/2018 I 1' l d i 4' 11 I - s¢I. { i .I i i S t 1' I, i- a New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) %v,AAAAAA 753118816 SUNATION ROOFING SERVICES INC 171 REMINGTON BOULEVARD RONKONKOMA NY 11779 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER SUNATION SOLAR SYSTEMS INC TOWN OF SOUTHOLD 171 REMINGTON BOULEVARD 54375 ROUTE 25 RONKONKOMA NY 11779 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2160 670-2 346551 01/01/2017 TO 01/01/2018 3/31/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2160 670-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WVVW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:206826146 U-26.3 i i SUFFOLK COUNTY DEPT'OF LABOR, I i LICENSING-`&CONSUMER AFFAIRS MASTER ELECTRICIAN .�� NAM SCOTTA MgSKIN ; This certifies that the BUSNESS NAME bearer is duly 9UNATION SOLAR SYSTEMS INC licensed by the - j County of Suffolk 33412-ME o13i24/2003 cmwatoAv E7 MilCr DATE - 0610112019, 1 i I PPROV�� A NN01" s - I/ �3,/� ' DATE: ---.. �--� FEE: s - NOTIFY BUILDING DEP,�'R T MENT AT 765-1802 8 AM TO 4 PIMA FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEtiN YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. T,11> H AI-L CODES OF NEW YOs K 5�1� �-~ =°x TOWN CODES AS REQlUIRED ,,iND CONDITI IONS OF ®SOUTI,OLD TOWN ZBA SOU-I HOL D TO AN PLANNING BOARD -r"i 0'A T RUS I EES N.Y.S.DIE OCCUPANCY OR IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY • n P-LECTRICAL PECTION REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fisher Engineering Services, P.C. PO Box 30 • Oakdale •New York 11769 Phone: (631) 563-9028 October 30, 2017 Attention: Building Department Subject: Engineer Statement for Solar Roof Installation Malley Residence- 1330 Gillette Drive, East Marion 11939 I have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector system (photovoltaic system) and its installation satisfies the structural roof framing design load requirements of the 2016 NYS Uniform Code (2016 (NYSUC), 2016 NYS Uniform Code Supplement (2016 NYSUCS), 2016 NYS Residential Code (2016 NYSRC), Long Island Unified Solar Permit Imitative (LIUSPI), and National Electric Code 2014. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic system for the above residence meet the requirements for wind and snow load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting,the rails shall be securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 130 mph and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geographic design criteria are not applicable to this solar installation. The installation shall be in accordance with the minimum requirements certified by this letter. The existing roof rafters are 2"x6" on 16" c.c., with an actual span of 14'-0" with 2"x3" collar ties on 64" c.c.,plywood roof decking and one roof shingle layer on the house as shown on the drawings. There are no structural modifications planned or required for the existing roof. I hope that this letter serves and meets with the approval of the Building Department. Sincerely, 0� NEty rO William G. Fisher, E. 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'° '``: 18 years,25 years after the breakthrough in the development and own manufacturing looking back to over 40 years of experience ifi'sol'ar-Panasonic [wafer,cell and module) really offers you a 257year guarantee you can,trlist; . - ,14 1975 .47 n-i39C'� 684 ro tie#.>vyo tan iii' rvtiarrarit :verifIle-d.^r n ;' Loti ;term mass'"roductioirex ence,en6bles"15=`ja a Life c[e testis '(lo'tig=Tenn>Se ueritiaC-Tes 3 by, n nd, cY 9;_. 9..- t TUV.fthei [a rodu'cGwor iriaristi 'watrai a eilii '[tie ac t ":.,« C%> `p k ip, ket=standaH, ed lin Ve!IIV2411SE10) 10years): ry . Ste ., irifio3er'nstitife)PQ HIT"is a registered trademark of Panasonic Group Electrical and Mechanical Characteristics .. VBHN330SAl6, VBHN325SAl6 Electrical Specifications Dimensions Modet VBHN330SA16 VSHN325SA16dL5110531 L781351 10.3151651 c. Rated PowerlPmaxli 33OW 325W a —� MazfmumPdwer�oltage(VPrril,{ ", 58.OY_i �_ a t 57bV,:: t 1 �® _ } Maximum Power Current Ilpml _ 5.70A 5.65A 4 +'a 13 Qpe`n t irc'ul�Nottage;lVoc�►t'T:h i.Y. r .._ ~69.7V n„N64 bV t' i A A' Short Circuit Current Ilscl 6 07A 6.03A ,q Teinpeidtu�eCoefhiiepLlPmaxl'Y 0:24°!0!"CR Temperature Coefficient IVccl -0.174V/°C -0.174V/'C F :=Teinp`eSature`Cocf�icierif�tscl>ri�_ �`u;�'3,.•'�.1':82mA/°C '�' i1iB�mAI.C.�„ • .,_-.z _.r.::.&tili-'.- _�3: v�3�.._+^L1P.`•a.._ z__,..v.L�J.,..n..c�ti O O� NOCT 44 0'C 4411°C .3....,. .z�.„�e-,_4wF;i'n.'1'.{ .4,^,•'°_ ;-�k;a '.._ ."-'=`�'" :;=}' -z�`K 397110o71 �;;CEC PTC Raung%"Y r r.-s-,�,,_•z;,?e.� ..., ':�c••;`311:3W� �306:SW; :. _` _ CeU Efficiency y 22.09%Y 21.76% ��M< ..»,.-�.r' ;4,:?"'r.... �a?•- at:i.,.--*z:^r 3'..ex.,: ccs xvs".�„T. 1 ayj _odl�le E�cienty,�:,,tt�i�..'C.it•. .,. _ ":'iLz:_:19.7%s1 K- -••��19.G%if:=;:'1's-'• u�.:�•, Watts per FL2 18.3W 18 ow .._,.p,�o ^.tLtii?,ix,,,2•;.�,....x_._-,.-.,..- yr U;;tg�..-_..:t?;Ts,�_,...- r-; ^• t.r=,.."ice'..^".;..i3f^•r, gtitd'aximum5ysti:mVoltayet�"t.°�a"'r`;a`s; •s�» d00V�'�: 't r,':`',;'600V'"��t�`:;'� Series Fuse Rating 15A w 15A m :;?-}*r• r.,.;,-�.;r:":t .,r=,-e;cr^i�fi:,c—si¢sa a7v72o �! 'Rz ._ l-����'f..;S�.}4,_:,i: .':•l�a °�, o�+--..i ...-t� a�-jar- �; `� 0444(25251 Warranied;Tolera�r1ce + 'X10 «0 0.. ,;+D D 1251= 1.2601321 1.4571371 Mechariical Specifications Unit inches Imm) Section A—A' Section B4s t s HN325SA16 Modeti Internal Bypass Diodes 4 Bypass Diodes Dependence on Irradiance Mod`ule7lrea. :+ i ';�� "};``"�,> '7802-Ff2J1;67trS211; Ino Weight 40 81 Lbs,118 5kgl 10ro"P"t --4.-.-•.,.-Via_•.... -.._,. n,,};::.`x t. t..i�t��^ ENWInI �''Ditneos)dns;LilW1cH1�':�' ��'. �q��� :a'•�-62.bz51.5xi_4inP11590>i1053x35�rirnit�', Cable Length.Male/-Female 40.2/40.2 in!1020/1020 mmi sno _ G;CablQ�Siz`_e`m%Tyree��^': '{�•��'>'; � t;a>`'`,:N b12AWG/PVCabla�, _ _�,s .z:.:n a.�Mr •:i:`,:Ll�''3.:S.i- :x`a`-,_..':,4 :i0."e.'.—.�_.. n.zr d5... ....7_. rr..-. v Connector Type' Multi-Contact"Type IVIMC47Ml 5 4W eoeWhd °5'taticWind%Snow Load', n7' °;- :,' k;; 5U^PSF12i0ii Pal r;' 3m Pallet Dimensions LxWxHi i 63 7x42 2x5.5 In.(1618xl071x140 mm) PR zoo Ouantity per 40'Contamer 560 PCs iw octaarptjper:2U',C ntainer ,.urs_M.,<�'w opo Tim o l0 20 30 40 so eo 70 eo Operating Conditions&Safety Ratings Voltage Reference data for model VBHN330SA16 Modet i [Celt temperature 25'CI Operating Temperature -40°F to 185°F I-40°C to 85°Cl "' ^"r`Ttb"J.'^' ..._,{ •-5^- -•-, - "ii-'-.., ....ice,,....;.,,.... HailSafet imPai YeWcitq=. x-;" :f;1":haitstonel?Stpmlat 52mph,129m1s1 Safety&Rating Certifications UL 1703,cUL,CEC 6':'UL170 PireGtas`'s`iGcatin = `a� '' X�' T e2t OCAUTION!Please read the installation manual carefully before using the products Used electrical and elect romc:products must not be mixed with general househoto waste.For proper treatment, Limited Warranty 15 Years Workmanship,25 Years Power Output recovery and recycling of old products,please take them to applicable collection points to accordance with your national legislation Nate Standard Test Conditions-Air mass 1.5,irradiance=1000w/m2;cell temp 25°C 'Maximum power at delivery For guarantee conditions,please check our guarantee document. 'STC Cell temp 25'C.AMI S.1000W/m- =Safely lacking clip IPV-SSH41 is not supplied with the module Note.Specifications and information above may change without notice. Panasonic Eco Solutions of North America All Rights Reserved ld 2016 COPYRIGHT Panasonic Corporation Two Riverfraht Plaza,5th Floor,Newark,NJ 07102 Specifications are subject to change without notice Panasonic panasonicH)T@bs.pana50nic.Com 03/2016 business.panasonic.com/solarpanels RS16096DS Solar 1 f4.`Irk � `�a-;,�.s�'� '`�•'�� �"�':: ' SolarEdge Single Phase Inverters :-"?' { £� for North America A SE3000H-US / SE380OH-US / SE5000H-US/ SE6000H-US SE7600H-US Q•.c�`:::, ^}»wy • ° .. ��.Mi¢gyp' '��-.yf�l .p-��'�&� �nt��a. ..+ ' � ' - ' e . e J. . - .wu .F'.�n♦V'S `ky,�yK - .( T �'sMN .. '. ! � a,far�, �'i is•sr�. � :°',? ,, - Y - � 0ptimi'zed.installation With'H®-Wave,technblogy m Specifically.designed to work-with power optimizers Record=breaking efficiency . ® Fixed voltage inverter for longer strings ® Integrated Arc Fault protection and.Rapid Shutdown for NEC 2014 and 2017,per article 690:11 and 690.12 ® UL1741`SA<certified,for CPUC Rule 21 grid compliance r' ® Extremely small and easy to install,outdoors or indoor' ® -High reliability without any electrolytic capacitors — Built-in module-level monitoring wave, I — Optional: Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy) USA-CANADA-GERMANY-ITALY-FRAN CE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL-TURKEY-SOUTHAFRICA-BULGARIA www.solaredge.us so I a r ® ® Single Phase Inverters for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE7600H-US 'SE3000H-US SE380OH-US SE5000H-US SE6000H-US I SE760OH-US OUTPUT Rated AC Power Output 3000 3800 5000 6000 7600 VA ............................................................ .................... ............. Max.AC Power Output3000 3800 5000 6000 7600 VA ............................................................ .......... AC Output Voltage Min.-Nom.-Max.(183-208-229) ✓ Vac ........................................................ ................... .................... .................... .................... I. AC Output Voltage Min.-Nom.-Max.(211-240-26 4) ✓ ✓ ✓ ✓ ✓ Vac ......................................................... . AC Frequency(Nominal................................ . 59.3-60-50,54) Hz..... Maximum Continuous Output Current 208V - 24 - A .............................. ............................ .................... . . .. ..................... .. ........ ................... ..... ....4...... .................. Maximum Continuous Output Current 240V 12.5 16 21 25 32 A ............................................................ ............. .................... .................... ............. GFDI Threshold 1 A .......................... .................... .................................................. .................................................. ............. Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power ........... 4650 5900 7750 9300 11800 W ...... ..... .................... . ... ... Transformer-less,Un rounded Yes ............................................................ . .....................................I........ ............. Maximum Input Voltage 480 Vdc ............................................................ . ............................. .................... . .... Nominal DC Input Voltage 380 400 Vdc ......................................................... .................... . .................. .................... ......... Maximum Input Current 208V 13.5 Adc ai ............................................................ .................... .................... .................... .................... . .................... Maximum Input Current 240V 12> 8.5 10.5 13.5 16.5 20 Adc ...........nInp.t Current ......................... Max.Input Short Circuit Current 45 Adc ............................................................ . .................................................. . .... Reverse-Pola..rity.Protection.. . Yes ............... .. ... ... ............................... . .. .................................................. ............. Ground-Fault Isolation Detection 600ko Sensitivity ............................................................ .................... . . ............. Maximum Inverter Efficiency 99 99.2 f:.:::::::::::::::.::::::::::......:::........:::::....:..::....................... .... CEC Weighted Efficiency 99. %...... ......................................................... ............................. .................................................. . Nighttime Power Consumption <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet.ZigBee(optional),Cellular(optional) ......................................... ........................................................... ............. Revenue Grade Data,ANSI C12.20 OptionalM Ra pid Shutdown NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL3741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to ............................................................ . ....................................................................................... ............. Grid Connection Standards IEE E1547,Rule 21,Rule 14(HI) ............................................................ ........................................................................................................ ............. Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 0.75:1" Conduit/14-6 AWG ............................................................ ............................. .............................................................. ............. DC Input Conduit Size/#of Strings/AWG Range 0.75:1.' Conduit/1-2 strings/14-6 AWG ............................................. .................................................................. ............. Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm ............................................................ ......................................... . .. ............. ...............I........ Weight with Safety Switch 22/10 25.1/11.4 26.2/11.9 Ib/k? Noise <25 <50 dBA ............................................................ ................................................................................... ............... ....* ..... Natural ..... ... convection and Cooling Natural Convection internalfan (user ............................................................ ................................................................................... ...replaceable)... ............. Operating Temperature Ranke -13 to+140/-25 to+60141(-40°F/-40°C optionjls1 F/°C ....... ..................................... ................... Protection Rating ,NEMA 3R(Inverter with Safety Switch)..... For other regional settings please contact SolarEdge support 1x1 A higher current source may be used;the inverter will limit its input current to the values stated lalRevenue grade inverter P/N 5ExxxxH-USOOONNC2 (4i Power de-rating from 50'C 151-40 version P/N,SExxxxH-USOOONNU4 0% R0,HS (V Inc,All rights reserved.SOLAREDGE,the SolarEdge logo,'OPTIMIZED BY SOLAREDGE PP are trademarks of registered traclemarks ogies,IrL All other trademarks mentlonedfier6in are trademarks of their respective owners�•.oa•dge• •1,Subject,to change without,notice.� �::.: solar ® s SolarEdge Power Optimizer Module Add-On For North America OP250-LV/ OP300-MV/ OP-400-MV/ OP400-EV �` .•�•� ,�yi - ., .ori"' :�µ .; �'/"r.,`.' �•,�''�` „G" +' f -' te" +.] -^-t - 'tit �-�.-_ ry - !+`{'-�.Y-��.Yy�_ - i'• :'d�' A z !p'f.•AT i�(....e ,.L` '. �.f:_..:+r"<'v 4e' '»''-a r''ala�l Zt`.' ��h` ! Y 'P •hY�' w"t`a - :.yp: - j. �.•y`'.1.',?'.�,.`,rt '�'•...- 1'Yf'pe' - -"x..�' _ 5�. .vt.` :�{•- , ++.44, �`Y �hf' .4' K k. c��. d t'i;:..••V'c�'t.+•.: - Y 7. j, `i RVr M ,. � p at� -th a- module=levP ioY to' ¢ 2 Jd r _- 5 - o eerie' upetior eff dency'(99.SR.) ;.1Vitigetes all types,ofmiiduiem�smatch losses,front manufacturingtoteraoce to partialshading _ Flexible system design for`rnaximum space utilization . Neingenerp,gn`rriaintenance with imbdiile=levei monitvrin - 'Module-ievel vintage shtiidoarn for installer and firefightersafe .; �```; _ USA - GERMANY ITALY - FRANCE JAPAN - CHINA ISRAEL - AUSTRALIA wwwsolaredge.us S®IarEdge Power Optimizer Solcqr a Module Add On for North America OP250-EV/ 0P300-MV/ OP400-MV/ OP400-EV OP250-LV - OP300-PAV �OP400-MV j OP400-EV INPUT .� Rated Input DC Power` 250 300 400 400 W Absolute Maximum Input Voltage(Voc) 55 75 75 125Vdc . . .. ... ... .. . . MPPT Operating Range 5-55 5-75 5-75 15-125 Vdc Maximum Short Circuit Current(Isc)of connected PV 10 10 10 7 Adc Module Maximum DC Input Current 12.5 12.5 12.5 8.75 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 /o Overvoltage Category OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current _ 15 Adc Operating Output Voltage 5-60 Vdc OUTPUT DURING STANDBV(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _ Safety Output Voltage per Power Optimizer 1 _ j Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 ; Material UL-94(5-VA),UV Resistant RoHS _ Yes INSTALLATION SPECIFICATIONS — Maximum Allowed System Voltage1000 Vdc ............ ..... . ... .... ... . .. ... . . .......... ....... .. . ........ ....... ... Dimensions(WxLxH) 143x210x45/5.63x8.26x1.75 mm/in ... .... Weight 450/1.0 gr/lb_ Input Connector,._---- -- -- ------------ - -- — MC4/Tyco-/-H+S./AmphenoI H4------ I...... ............ .. . . Output Wire Type Double insulated;6mmz;MC4 ' .... ..... .......... .... . . . ... ... ......,.... ...... ... ...... ...., . . . Output Wire Length 095/3.0 ; 0.95/3.0 1.2/3.9 T. 1.6/5 25 1 m/ft .. ........ Operating Temperature Range -40-+65 40-+150 Protection Rating IP65/NEMA4 Relative.Humidity 0-100 % Rated STC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE 208V THREE PRASE 480V INVERTER Minimum String Length(Power Optimizers) 8 ; 8 18 Maximum String Length(Power Optimizers) 25 + 25 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes ti �a 't +."��'4'�+'C"':�; 'i •-7,:• ',�.: ',�.+p W:rt.. ei, :a" .i;�`'`.� ;',�} ^4.' � .:p1` ,t';+. �;�; ,,..• . . .'- .�.�z� *'.+', a�w.. =r `. G f.a s.;..7?• r�r°.. �. p&=e� ✓ ..%:'; er.,k,- x, f' ,r... .zh?«� ra t ;•--�F 5 U Ht , SOLAR SYSTEMS .. Po;,..'crf7g your wFili # 1217 Montauk Highway,Oakdale,NY 11769 .` a •�a ° oa^: o . 631-750-9454 wwwsunatlonsolarsystems.com SERIES 100x UL -- ROOF M.O .U.N.-T SYS.-T-E M-, , - ' . . • . • • • s • The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical �.. innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar installations. Pitched Roof Arrays Simplified04 The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is Listedto the UL Standard 2703 for Bonding, meaning that all system components have been Certified by UL for I Roof System ,in 4, Simple.Steps: electrical continuity, eliminating the need for additional 1) Go to the online Series 100-Configuration grounding hardware.The System's components provideI Tool ('configure.snapnrack.com) and select an adequate bonding path which has eliminated the ! I I "Yes"°for UL 2703 Listed. need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 2) Identify Site Conditions-(Array Tilt; Building Listing ensures that SnapNrack partners can provide Height, Roof Type, Wind and Snow Loads) the best in class installations in quality, safety, and 3)_Build array,,in the online Configuration efficiency. Tool,and automatically generate a,Bill of „ r Materials • All bonding hardware is fully integrated into the i components 4;) Place order with your distributor. Purchase _ material for single project or, order in bulk • No grounding lugs required for modules for additional savings' • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required (One Lug per individual row of modules) U • Class A Fire Rating Type 1 and 2 modules @ L LISTED PV Mounting System Patent Pending 2703 Stainless Bolt with Stainless Steel SnapNrack Bonding SnapNrack Standard Rail , Split-Lock Washer Bolt with Split- Splice Insert Lock Washer SnapNrack Bonding SnapNrack Adjustable End i SnapNrack Splice Clamp Top �, Bonding Base Mid Clamp SnapNrack SnapNrack Bonding Bonding SnapNrack Adjustable End Stainless Channel Nut Bonding Bolt with Clamp Bottom Channel Nut Stainless Hardware with Split-Lock Washers Split Lock SnapNrack Bonding SnapNrack Bonding SnapNrack Bonding Washer Adjustable End Clamp Mid Clamp Standard Rail Splice SnapNrack Ground Lug 10-6 AWG—� Copper Wire SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF ® MODULES) SnapNrack Bonding Universal End Clamp(UEC)Wave UEC Pull Strap _EC Wedge Stainless Steel Bolt with Flat Washer IF F IF SnapNrack Bonding Universal End Clamp SnapNrack "G Bonding Standoff Clamp Assembly SnapNrack—)& Serrated Stainless�t SnapNrack SnapNrack Bonding Rubber Steel Flange NutBonding Channel Nut Channel Stainless Rain Collar Serrated StainlessNut Flange Nut Steel Flange BoltSnapNrack Stainless SnapNrack 92 Degree Flange Mill Finish L Foot Bolt Standoff ► —SnapNrack SnapNrack All Purpose Mill Finish L Foot Standoff SnapNrack Base(I Hole ® A SnapNrack SnapNrack Metal Roof Base Shown) Mill Finish L Foot Base Assembly L Foot Base Flashing SnapNrack Bonding SnapNrack Bonding SnapNrack Metal Standoff AssemblyRoof Base with L Foot Base with Flashing Bonding L Foot SnapNrack • • UL Technical Data Patent Pending Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel and Aluminum Flashing Material Finish • Clear and black anodized aluminum • Mill Finish on select components Installation • Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs. & Certifications • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification • Class A Fire Rating Type 1 and Type 2 Modules • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) SnapNrack- Solar Mounting Solutions (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks ©2015 by SnapNrack PV Mounting System All rights reserved SERIES 100 -0 L-: F -OT--. KIT F L AS �H E D- '�---' . e . � - • - . ® e • ys. ems The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 20OMW of solar projects to simplify installation and reduce costs. Flashed L Foot Simplified SnapNrack Series 100 Flashed L Foot Kit is an innovative solution to provide a long lasting watertight seal over the life of the system.The Flashed L Foot provides a single fastener flashed to an attachment composition Flashed L Foot 111 3 Simple Steps' shingle roof with no required cutting of shingles. The L 1) Locate the rafter and,drill the pilot hole, Foot is engineered for maximum adjustability for a clean 2) Prep and attach the base level installation. 3) Set the flashing and attach the L Foot R • 1" slotted bolt connection • 1" spacers available for increased adjustability • Clear or Black anodized aluminum components Place order through your SnapNrack (both available with black flashing) distributor, which can be found at No Cutting of shingles www.snapnrack.com/contact SnapN rack- Patent Pending x'14 ftflounfflng Systems F-- 4 Flashed L Foot Kit Assembled(1'spacer sold separately) sold separtely) Flashed L Foot Kit Assembly Flashed L Foot Kit Dimensions [INAPNRACK CHANNEL NIT T SNAPNRACK 92 DEGREE L-FOCYr,CLEAR 5/1618 FLANGE NUT 511618 X IIN BOLT WrrH SPI-rr LOCK WASHER SNAPNRACK COMPOSITION FLASHING 3.0 A— SNAPNRACK L-FOOT EASE 88 SnapNrack Flashed L Foot Technica'l Data Patent Pending Materials 6000 Series Aluminum L Foot&Base Stainless Steel Hardware Galvanized Steel Flashing Material Finish Clear and black anodized aluminum Weight 0.16 lbs Design Uplight Load 200 lbs Uplift Design Ultimate Load 1,000 lbs Uplift Warranty 10 Year material and worksmanship Snap N rack PV N cuntft Systems (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks 2013 by SnapNrack PV Mounting System All rights reserved UTILITY METER- PLAN KEY SERVICE DISCONNECT- 5P I NFl�j I i MAIN SERVICE PANEL- EMs� O� PV-I SITE PLAN VENT PIPE- ® 3 INVERTER- A-I PARTIAL LAYOUT / PANEL PHOTOVOLTAIC- ® FRONT OF HOUSE-FACING STREET DRIVEWAY f A-2 ROOF ACCESS PLAN FUSED-SERVICE RATED DISCO- N9 ,0 5 E-I ELECTRICAL ONE UNE AG DISCONNECT- o 0746v ��0 746 DIAGRAM SUPPLY SIDE CONNECTION- T (EXT) U 5 INV L-I LASELJNG SCHEMATIC DG COMBINER BOX- G-I PHOTOS EXTERIOR LOCATION-�T) FISHER ENGINEERING SERVICES,P G IST FLOOR LOCATION WIWAM G FISHER,PE OST) P O BOX 30 OAKDALE NY 11769 AOCE99NA. A 61 t - LICENSE NO 0146591 631-186-4419 BASEMENT LOCATION-ce> FOCF 36 Rte' GARAGE LOCATION -<� Acws9 j' � p�® FOOF' ation SUNATION SOLAR SYSTEMS ALTERNATE VENTILATION-18'- Ill REMINGTON BLVD ROOF STRUCTURE RONKONKOMA KY 11115 i RAFTER /SPACING 2"X 6' /16" O G INSTALLER �,3 - _ NUMBER ACTUAL SPAN 14'-0" (25)F'V MODULES7v> > RIDGE 15'-5 CUSTOMER INFO SHEATHING PLYWOOD MALLEY RESIDENCE PHOTOVOLTAIC COLLAR TIES 2" X 3" l 64" OC MODULE (� 1336 GILLETTE DRIVE EAST MARION 11 J39 TYPE/LAYERS ARCH. ASPHALT /I JOB NUMBER 1788 RAIL DATE RAFTER f� 2"X 6"/16"O C. 10.1�•1`I JOB NOTES 14'-9" soFF1r I NIA JOB HARDWARE / QTY: ACTUAL SPAN OPTIMIZER KITS 25 END CLAMPS-24 122" RAIL 13 L-FEET-60 �T�OR WALL , 162" RAIL 6 LUGS 6 ROOF SECTION(TVP) SCALE N T S RAIL SPLICES 12 8"X169'SCREEN 3 / FULL HOUSE ROOF PLAN MID CLAMPS 38 U-ANCHORS N/A y SCALE: N.T.S BUILDING REVIEW NOTE NOTES FASTENER REQUIREMENTS' TOWN BUILDING PLANS EXAMINER HAS RECEIVED THE I AN IS" WIDE CLEARING(FREE OF SOLAR TOTAL ARRAY AREA=4(o0 SF ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE EQUIPMENT)SHALL BE PROVIDED ALONG AT WIND LOAD ASCE Ie(SEE CALCULATIONS, THIS SHEET)41.5 PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS LEAST ONE SIDE OF THE ROOF RIDGE ON THE PSF MAX. SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL SAME SIDE AS THE SOLAR EQUIPMENT OR ON ADDITIONAL MATERIALS TOTAL UPLIFT=41.5 PSF X 469 SF=19,099 LBS CODE OF THE STATE OF NEW YORK THIS REVIEW ANOTHER SIDE OF THE RIDGE THAT DOES NOT DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE HAVE SOLAR EQUIPMENT ON IT IN ADDITION, AN I SQAURE D BREAKERS FOR MODEL PANASONIC VBHN330SAI6 BACKFEED 33eWATT EA FASTENER- THAT RESPONS1511JTY IS GUARANTEED UNDER THE IS"WIDE PATHWAY(FREE OF SOLAR EQUIPMENT) 62 6"L X 41 5"W X 1.38"D, 18.05 FT' SEAL AND SIGNATURE OF THE NEW YORK STATE SHALL BE PROVIDED FROM AT LEAST ONE EAVE 4981#/MODULE (2.3#/SF)e1/2e1l LAG SCREW SPEC 2932, 8/04' (FLAT WASHERS REQUIRED TO BE USED LICENSED DESIGN PROFESSIONAL OF RECORD. THAT OR GUTTER CONNECTING TO THAT IS"ROOF WITH LAG BOLTS) SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN RIDGE CLEARING I SYSTEM INFORMATION LAG BOLT WITHDRAWAL VALUE,5/16" DIA,266 LB/IN X 2-INCH THREAD ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S 2 ROOF SHALL HAVE NO MORE THAN A SINGLE MODULE (25)V5I-I1,1330SAI6 DEPTH =5321-5 GAP EACH BEUEF AND INFORMATION THE WORK IN DOCUMENT IS LAYER OF ROOF COVERING IN ADDITION TO THE OPTIMIZER (25)P-400 . ACCURATE SOLAR EQUIPMENT INVERTER (1)SET6eeH-US MINIMUM NUMBER OF LAG BOLTS REQUIRED=19,090 LBS/532 LBS/LAG DRAWN BY STRINGING 1(1X12)(1X13) BOLT=36 CONFORMS WITH GOVERNING CODES APPLICABLE 3 INSTALLATION OF SOLAR EQUIPMENT SHALL BE AT THE TIME OF THE SUBMISSION FLUSH-MOUNTED, PARALLEL TO AND NO MORE JARED LINEHAN RACKING SNAP'N'RACK-SERIES 100 UL 2-193 TOTAL RAIL FEET=213'-2" RAIL FT/36 BOLTS=5'-11" - . CONFORMS WITH REASONABLE STANDARDS OF PACKAGE STANDARD MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS "X"USE 5'-4" MAX THAN 6-INCHES ABOVE THE SURFACE OF THE- REVISION SYSTEM RATING(DC) 8250 KW PRACTICE AND WITH VIEW TO THE SAFEGUARDING ROOF DATE DESIGNER NOTE EST PRODUCTION(AC 8,62 e KW OF LIFE, HEALTH, PROPERTY AND PUBLIC 4 WEIGHT OF THE INSTALLED SYSTEM SHALL NOT EST PRODUCTION SOURCE SUNATION PRODUCTION CALCULATOR WELFARE IS THE RESPONSIBILITY OF THE LICENSEE EXCEED MORE THAN 5-PSF FOR xxxx>« NIA NIA_ PHOTOVOLTAICS AND NO MORE THAN 6-PSF FOR xxxxxx NIA NIA STRUCTURAL STATEMENT RESIDENTIAL SOLAR HOT WATER SYSTEMS 5 ANY PLUMBING VENTS ARE NOT TO BE CUT OR xxxxxx NIA NIA CLIMATIC GEOGRAPHIC DESIGN CRITERIA - TABLE 8301.2(1) THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT COVERED FOR SOLAR EQUIPMENT INSTALLATION xxxxxx NIA NIA THE NEW LOADS IMPOSED BY THE PHOTOVOLTAIC ANY RELOCATION OR MODIFICATION OF THE vENT WIND DESIGN SUBJECT TO DAMAGE MODULE SYSTEM INCLUDING UPLIFT I SHEAR THE REQUIRES A PLUMBING PERMIT AND INSPECTION IVscAtLE EXISTING RAFTER SIZES I DIMENSIONS CONFORM TO I . I .S. SPECIAL ND WIND SEISMIC CLIMATE FRICE OST WINTER AIR MEAN IRC-2015 TABLE 8802 50)-RAFTER SPANS TITLE SITE PLAN GROUND SPEED TOPOGRAPHIC EXWIPOSURE BORNE BARRIER FLOOD WIND DESIGN ZONE WEATHERING LINE TERMITE DESIGN FREEZING ANNUAL THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE _ SNOW LOAD (MPH) EFFECTS REGION CATEGORY DEER CATEGORY DEPTH TEMP UNDERLAYMENT HAZARD INDEX TEMP ZONE REQUIRED MOUNTING BRACKETS AND HARDWARE MEET OR MINIMUM DESIGN STANDARDS FOR BUILDING AND SEE EXCEED NEW YORK STATE CODE REQUIREMENTS FOR OTHER STRUCTURES OF THE ASCE-1-le,IRC 2015 20 PSF 130 B NO B 2 G 4A SEVERE 3=0" TO D I5 DEC, NA PLANS 55S 5I THE DESIGN CRITERIA OF THE TOWN AND NEW YORK STATE UCS 2016 HEAVY EXAMINER pvml Y Vo 9 ���FfSS 10N FISHER ENGINEERING SERVICES,P C IIALUAM G FISHER,P E P O BOX 30 OAKDALE NY III69 LICENSE NO 014659/b31-1614415 i SUNATION SOLAR SYSTEMS III REMINGTON BLVD RONKONKOMA KY II115 NSTAI I E ���� INSTALLER (1) BOH UPPER WEST ROOF NUMBER 233° TRUE; 21* TILT; 4.15/12 PITCH CUSTOMER INFO (25) MODULES RIDGE MAIIEY RESIDENCE 4s'-4%" 1330 G11 I ETTE DRIVE PHOTOVOLTAIC EAST MARION 11939 - MODULE(TYP) °,Q� � JOB NUM BE R }" SPACING—., - _ - _ 1�VVV IBETWEEN ROWS - - - DATE 5'-4" JOB NOTES CHIMNEYr- VV I N/A SNAP'N'RACK SYSTEM 22'X21' (TYPICAL RAIL ACROSS TALL EACH ROW OF ARRAY) (ONLY TWO SHOWN FOR CLARITY) - - VV71 7: ,-1 V PITCH CHANGE VENT PIPE ' XV 3"0 PVCs O r 19 ADDITIONAL MATERIALS ROOF AREA 31'-6y2" IT'-16" I N/A GUTTER PARTIAL HOUSE ROOF PLAN DRAWN BY SCALE: 3/I foaa — 1'e" - _ JARED LINE.AN REVISION DATE DESIGNER NOTE XXXXXX NIA NIA XXXXXX NIA N/A- XXXXXX NIA N/A XXXXXX N/A NIA " 5GALE TITLE PARTIAL LAYOUT A- 1 APPROVED BY FRONT OF HOUSE-FACING STREET,DRIVEWAY n (EXT.) UM SP INV -- �B) Dc Ac �A �O 074659 100- RSHER ENGINEERING 5ERvICES,P C VA Y° - - WILLIAM G FISHER,PE ACCESS AC SS_ - A ESS - - P O BOX 30 OAKDALE NY II l69 ROOF _ - -36� -_ _ _ ACCESS - ^- ROOF' '_- = LICENSE NO 014655®®/6631-(}8.6-4419 ACCESS - - - - -- _ -- -- - - ROOF �,- - - _ . ,� ,�., . ion SUNATION SOLAR SYSTEMS " - - - - - Ill REMINGTON BLVD RONKONKOMA NY II'il9 A LTERNATE VENTILATION-18°- "" NYSERDA }1�. INSTALLER NUM BER 4355 [> vvvv v CUSTOMER INFO MAI I EY RESIDENCE V- � " Vvvv V71 1330 GILLETTE DRIVE (25) PV MODULES EAST MARION 11939 JOB NUMBER 7- ' 17-- 7 17, V DATE 1s.17.1� NOTES I NIA ACCESS ROOF A ROOF SURFACE WHICH PROVIDES ACCESS TO THE RIDGE OR PEAK OF AN ADJOINING ROOF SURFACE CONTAINING SOLAR PANELS, MODULES OR ARRAYS AND IS' I. RELATIVELY FREE OF VENTS, SKYLIGHTS AND OTHER OBSTRUCTIONS AND 2. DOES NOT CONTAIN SOLAR PANELS, MODULES OR ARRAYS , OR IS A SINGLE RIDGE ROOF WHERE THE TOTAL EDGE WIDTH OF THE SOLAR PANELS, MODULES OR ARRAYS DOES NOT EXCEED 33 PERCENT OF THE RIDGE LENGTH R324'1 ACCESS AND PATHWAYS — ROOF ACCESS, PATHWAYS AND SPACING REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R3241.1 THROUGH 8324-1 6 EXCEPTIONCS} DRAWN BY 1. ROOF ACCESS, PATHWAYS AND SPACING REQUIREMENTS NEED NOT BE PROVIDED WHERE AN ALTERNATIVE VENTILATION METHOD HAS BEEN PROVIDED, OR WHERE JARED LINEHAN VERTICAL VENTILATION TECHNIQUES WILL NOT BE EMPLOYED REVISION 8324.7.4 SINGLE RIDGE ROOFS — PANELS, MODULES OR ARRAYS INSTALLED ON ROOFS WITH A SINGLE RIDGE SHALL BE LOCATED IN A MANNER THAT PROVIDES TWO 36 DATE DESIGNER NOTE INCH WIDE (914MM)ACCESS PATHWAYS EXTENDING FROM THE ROOF ACCESS POINT TO THE RIDGE. ACCESS PATHWAYS ON OPPOSING ROOF SLOPES SHALL NOT BE xxxxxx NIA NIA LOCATED ALONG THE SAME PLANE AS THE TRUSS, RAFTER OR OTHER SUCH FRAMING SYSTEM THAT SUPPORTS THE PATHWAY. xxxxxx NIA NIA EXCEPTION(5) I ROOFS WITH SLOPES OF 2 UNITS VERTICAL AND 12 UNITS HORIZONTAL CI Fi.9, PERCENT)AND LESS. xxxx>oc NIA NIA 2. STRUCTURES WHERE AN ACCESS ROOF FRONTS A STREET, DRIVEWAY OR OTHER AREA READILY ACCESIBLE TO EMERGENCY RESPONDERS xXxxxx NIA NIA 3. ONE ACCESS PATHWAY SHALL BE REQUIRED WHEN A ROOF SLOPE CONTAINING PANELS, MODULES OR ARRAYS IS LOCATED NOT MORE THAN 24 INCHES WOMM) SCALE VERTICALLY FROM AN ADJOINING ROOF WHICH CONTAINS AN ACCESS ROOF w I 8324-1.1 ALLOWANCE FOR SMOKE VENTILATION OPERATIONS — PANELS AND MODULES SHALL NOT BE LOCATED LESS THAN IS INCHES (45'1 MM)FROM A RIDGE OR PEAK EXCEPTIONCS} TITLE ROOF ACCESS PLAN 1. WHERE AN ALTERNATIVE VENTILATION METHOD HAS BEEN PROVIDED OR WHERE VERTICAL VENTILATION METHODS WILL NOT BE EMPLOYED BETWEEN THE UPPER MOST PORTION OF THE SOLAR PHOTOVOLTAIC SYSTEM AND THE ROOF RIDGE OR PEAK 2. DETACHED GARAGES OR ACCESSORY STRUCTURES. A= APPROVED BY' FT of NFGI/ SFO No 074169 A��FfSS 10N FISHER ENGINEERING SERVICES,P C WILUAM G FISHER,P E P O BOX 30 OAKDALE N.Y IIl&S LICENSE NO 014659 1631-156-4419 '`= xta�az 11 snnua m• UTILITY SUNATION SOLAR SYSTEMS SERVICE Ill REMINGTON BLVD RONKONKOMA RY IIll9 NY9ERDA ` M INSTALLER NUMBER I 2 II 12 CUSTOMER INFO MAI I FY RESIDENCE 50LAR EDGE SE1699H-US INvERTER O NOTE 1330 GILLETTE DRIVE OPTIMIZER UNGROUNDED WITH ti THIS MDP HAS A 200 AMP EAST MARION 11939 (TYP) MODULE J-BOX INTEGRAL DC SAFETY SWITCH (TYP) _ I 129/249 VAC I-PH RATED BUS WITH A 200 AMP JOB NUMBER MAX 32 AMP 200A MAIN BREAKER 1-1888 Q Q Q STRING 1 • • • • • • • O MAIN / 200A BUS X 120$=240A I 1 VVV PV MODULE I 240A-200A MAIN=40A DATE (TYP) I - THE MA>dMUM BACK-FEED CIRCUIT BREAKER IS STRING OF 40 AMP PER NEC 20�EC (12)PANASONIC V5HN339SAI6 W/ I �1J 10512=2WE) NOTES (12)01--409 CURRENT LIMITING OPTIMIZERS 2P 40A I NIA -2 IN•5ERIE5 CIRCUIT. 12- 13- INVERTER OCPD DG AC LG INPUT OUTPUT MAIN SERVICE PANEL STRING 2 CONDUIT AND CONDUCTOR SCHEDULE STRING OF TAG DESCRIPTION OR CONDUCTOR NUM15ER OF CONDUIT CONDUIT RUN (13)PANASONIC V5HN339SAI6 W/ CONDUCTOR TYPE GAUGE CONDUCTORS TYPE SIZE LENGTH (13)OP-499 CURRENT LIMITING OPTIMIZERS IN SERIES CIRCUIT 1 PV WIRE 10 4 LFMC 1.25" 40' GC b I LFMC 125" 40' V WIRE 10 4 PVC SCH. 80 1.25" 12' GC 6 I PVC, SCH. 80 1.25" 121 V WIRE 10 4 EMT 1.25" 15' GC 6 1 EMT 1.25" 15' 2 HWN-2 6 3 1 PVC SCH. 80 1.25 2' 5UILDING GG/CEG GROUNDING 1 PVC SCH 80 1.25" 2' g, ELECTRODE 4 EG (o I PVC SCH. 80 0.50" b' DRAWN BY MICHAEL STEGMEIER NCAE T.S TITLE ONE-LINE DIAGRAM E- 1