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HomeMy WebLinkAbout42387-Z pFFQt'fioG Town of Southold 4/16/2018 o - P.O.Box 1179 d' 53095 Main Rd �y.,y,,• ��o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39604 Date: 4/16/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1425 Jacobs Ln, Southold SCTM#: 473889 Sec/Block/Lot: 79.-64.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/6/2018 pursuant to which Building Permit No. 42387 dated 2/15/2018 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Mohr,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42387 04-10-2018 PLUMBERS CERTIFICATION DATED Authorized Signature SOKai�c TOWN OF SOUTHOLD �oo�° gay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy, . SOUTH'OLD, 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#: 42387 Date: 2/15/2018 Permission is hereby granted to: Mohr, Christopher 1425 Jacobs Ln Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 1425 Jacobs Ln, Southold SCTM # 473889 Sec/Block/Lot# 79.-6-4.4 Pursuant to application dated 2/6/2018 and approved by the Building Inspector. To expire on 8/17/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 uil spector 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. � 6 /d New Construction: Old or Pre-existing Building: (check one) Location of Property: I�' . A C.06 5 Ly., b l� House No. 1 Street \ Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section bq '� D Q Block 060D Lot 001-10OL-1 Subdivision Filed Map. Lot: c II Permit No. Date of Permit. Applicant: M L L11 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:y/ (check one) Fee Submitted: $ t Jn AT�Iic-Lnt Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road csa Fax(631)765-9502 P.O.Box 1179 ® �� roger.richertA—town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Christopher Mohr Address: 1425 Jacobs Lane city,Southold st: New York zip: 11971 Building Permit#. 42387 Section: 79 Block: 6 Lot: 4.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sun Run License No: 33878-ME SITE DETAILS Office Use Only Residential X Indoor Basement 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 Ceiling 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 18.480 KW Photovoltaic System to Include: 56- LG 330 Panels, 1- SE 11400 Inverter, 1- SE 5000 Inverter, AC Disconnect. Notes: Inspector Signature: Date: April 10, 2018 0-Cert Electrical Compliance Form.xls 50Ulyolo d � �o • �o �Ycou 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: ry DATE l6 1 INSPECTOR V- ' 152 S. Broad St. x; Penn F .; Lansdale;PA 19446 USION ., (215)361-8040 March 16, 2018 Sunrun Inc. 15 Charlotte Ave Hicksville, NY 11801 RE: Mohr Residence 1425 Jacobs Ln, Southold, NY 11971 Client Project#: 211R-425MOHR PFE Project#: 181407 Install Date: March 6, 2018 .Permit#:42387 On behalf of Sunrun Inc., Penn Fusion Engineering LLC(PFE) has reviewed the documentation on the installation of the photovoltaic system at the above referenced location. This office has verified that the PV panels have been installed per the manufacturer's specificaitons and complies with the approved plan of the local jurisdiction and has met or exceeds the New York State Residential building code and the Provisions of ASCE 7-05 and ASCE 7-10. If you have any questions regarding this analysis, please feel free to contact us Best Regards, Penn Fusion Engineering A . . Andrew D. Leone, P.E. Principal • 1 7 X OF NEW Y ( c9 APR - 4 2018 �OFESSION�� T UMDI G SDE+tel'. .TOWN OF SO=OLD FIELD INSPECTION REPORT DATE COMMENTS lV FOUNDATION(1ST) �y ------------------------------------ d FOUNDATION (2ND) co z 0 ROUGH FRAMING& PLUMBING y f� Q) , INSULATION PER N.Y-. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 10 0 �o � z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 p�� Survey SoutholdTown.NorthFork.net PERMIT NO. o ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application fFlood Permit Examined b ,20� Single&Separate Storm-Water Assessment Form / Contact: U6 Approved 20 l Mail to. itho'dol AV P Disapproved a/c i LV,SU Ae_ , 1y 1 Phone: b3 I'3D'-I' 0? Expirationr__ [ ,20 —0 Ic:j th,V I E Bu spector FEB - 5 2018 DAPPLICATION FOR BUILDING PERMIT p Date S ,20 1 p y. INSTRUCTIONS TOWN OF SOUTHOLI) a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. w c. The work covered by this application may not be commenced before issuance of 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 whole 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 work authorized has not commenced within 12 months 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 addition six months.Thereafter,anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition 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. (Signature of applicant e,if a c on) 66104f- ,4, P1'LY5VJ((- 060k (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises r1 1 J� V �LAr 11 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 33 '7 Sr Other Trade's License No. 1. Location f land on which proped vyorkwll be done �� �dfob5iv� A�0 1U House Number Street {� Hamlet County Tax Map No. 1000 Section V� ® Block �U Lot ��� �L Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ises--and intended use and occupancy of proposed construction: a. Existing use and occupancy ,S lU P.'C's b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work G T ii (Description) 4. Estimated Cost 3 5b�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 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 in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO J 13. Will lot be re-graded?YES NOW Will excess fill be removed from premises?YES NO 14.Names of Owner of p emises AddressU5 L cobs Ln Phone No.b31'�7��- r76 Name of Architect em �-,Si vyn Address 6 5. a Phone No 216-y L I- O`I Q Name of Contractor '-�:Xjn C urs Addres6 I oflz e� Phone No. b3) Q(4-016;D 1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO­11— * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical dataon survey./ 18. Are there any covenants and restrictions with respect to this property? * YES NO J * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY�O„F\ fC—VNL1'5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the kPla� (Co ctor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this- da+ 20 NIM 0 \—�ignakure of Applicant Not Pub ic, tate ofi New York No.01 DE6338933 Qualified in Nassau County Commission Expires Larch 21,20L SCOtrL A. Bussell SUPERVISOR 0 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 iso Town of Southold CHAPTER 236 - STORM WATER MANAGEMENT'WORK SHEET (TO BE-POMPLETED.BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B_ Excavation or filling involving more than 200 cubic yards of material ± within any parcel or any contiguous area. ❑ C. Site preparation 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. ❑ E. Site preparation within the one-hundred-year floodplain 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, SignatuFe,-Contact4nfoxmation,-Date-&-County-Tax-Map-Number!Chapter'_236-does-notapply•a4our-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 Own r Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Datc. NAME. M��iP\pi � 13�V4 ��(� Vo017 �LJD�-1 n 'G'� Section Block Lot 1-r R BUILDING DEP ARTl-li_NT USE()NL Contact Informaporn Reviewed By. — — — — — — — — — — — — — — — — — — Dale: Pro ert r Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 1( r 1 G aL�b� ����al i 1 �R.�, ❑ Approved for proces�ang Building Permit Stormwater Management Control Plan Not Required ❑ Stormwater Ylanagement Control Plan i�,Requited. (Forward Io Engineering Department for Review) FORM ` SMCP- TOS NIAY 2014 SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS MASTER ELECTRICIAN NOW SAMYA MOUNAS `•5 This certifies that the BUSNESS NARffi bearer Is duty SUNRUN INSTALLATION SERVICES INC licensed by the County of Suffolk 33878-ME 10/01/2003 6XP11 CN DAM 10/01/2019 51\o 5 xn&- & ZZ 'Miy ��I-tNjf �A F WP iF F R-4;v R4-7 4 "M Mir ri Ll-,-,e �a- , -k� § Suffolk County Department ®f LaborI L "censing & ConsumerAffairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 10/1/2003 No. 33878-ME SUFFOLK COUNTY 0� Master Electrician License -iw This is to certify that SAMY A MOUNAS h doing business as SUNRUN INSTALLATION SERVICES INC A having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York. it Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS q, ID CARD 21 4z 0 *00 �'pqm Acting Commissioner A� �J 1-5- 152 S. Broad St Fenn FUSION Lansdale, PA 19446 E n g i n e e r i n g (215)361-8040 February 01, 2018 Subject:Structural Certification for Proposed Residential Solar Installation. Job Number: 211R-425MOHR; Plan Set: Rev A. Dated 1/30/18 Client: Christopher Mohr Address: 1425 Jacobs Lane, Southold, NY, 11971 Attn:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as 1 layer Composition Shingle roofing over roof plywood supported by 2x10 Rafter @ 16" OC. The roof is sloped at approximately 45 degrees and has a max rafter span of 19' 0" between supports. Design Criteria: • 2017 New York State Building Code (2015 IBC& IRC) • Basic Wind Speed Vult= 130 mph (Vasd = 101 mph), Exposure B • Ground Snow Load =20 psf Our analysis is based on the information provided by Sunrun Inc. and is isolated only to the areas where the modules are intended to be placed. After review of the field observation report,the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, OF NEW�. Penn-Fusion Engineering LLC t ¢ r m W1 Andrew D. Leone P.E. ��`� a7B9 ��C Principal �O�t`SSkol /` Pe n n FUSION 152 S.Broad St `�)� E n g i n e e r i n g Lansdale,PA 19446 (215)361-8040 Structural Calculations for the Christopher Mohr Residence PV Installation Date: 2/1/2018 Job Address: 1425 Jacobs Lane Southold, NY, 11971 Job Number: 211R-425MOHR Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load,Snow Load,Wind Load, &Dead Load 3 Roof(1) Framing Check 4 Roof Attachment Check,Seismic Check,&Scope of Work Engineering Calculations Summary Code: 2017 New York State Building Code(2015 IBC&IRC) ASCE 7-10 Snow Load: S= 20 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V) = 130 mph Exp.= B PV Dead Load: DPV= 3.0 psf Sincerely; Penn Fusion Engineering LLC -_ co Andrew D. Leone, P.E. Principal - ¢ M ' Q 081692 - Engineer:SVL _r^ r Date:2/1/2018 Penn FUSION Job:211R-425MOHR / E n g i n e e r i n g Address:1425 Jacobs Lane Southold,NY,11971 2 of 4 Structrure Geometry: Mean Roof Height,hn = 24 ft Eave Height,he = 18 ft Buiding Length,L = 61 ft Building Width,B = 43 ft Module Area = 20 ft2 Roof Pitch,0 = 45 degrees Live Load: Roof Live Load,Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load,pg = 20 psf Fig.7-1 Snow Importance Factor,k = 1 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 7-3 Exposure Factor,Ce = 0.9 Table 7-2 Roof Slope Factor,Cs = 0.47 Figure 7-2c Flat Snow Load,Pf = 13.9 psf Equation 7.3-1 Sloped Roof Snow Loads,Ps = 6.5 psf Equation 7.4-1 Is the width of the roof>20ft? Yes Drift Height,hd = 1.28 ft Figure 7-9 Roof slope for a rise of one,S 1.00 Unbalanced Width = 3.40 ft Fig 7-5 V = 17 pcf Equation 7.7-1 Unbalanced Snow Load = 27.66 psf Fig 7-5 Wind Load: Basic Wind Speed(3s-gust),V = 130.0 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Exposure Category = B Sec 26.7.3 Topographic Factor,Kzr = 1.00 Equation 26.8-1 Adjustment Factor,A = 1.00 Figure 30.5-1 Edge Zone,a = 4.30 ft Figure 30.5-1 Uplift(0 6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30 = -28.90 -34.00 -34.00 Figure 30.5-1 Pnet=0.6 x R x Kzr x Pnet3o) _ -17.34 -20.40 -20.40 Equation 30.5-1 Downward(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet3o = 27.00 27.00 27.00 Figure 30.5-1 Pnet=0.6 x A x Kzr x Pnet3o = 16.20 16.20 1620 Equation 30.5-1 Dead Load: Roof1: Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing - 2.0 2x4 Studs @ 16" 2.0 2x10 Rafter @ 16"OC = 3.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) - 2.0 PVSystem,Ppv 3.0 Total Roof DL= 12.0 psf Total Wall DL= 12.0 psf Engineer:SVL r Date:2/1/2018 rrl Pen n FUSIO ll Job:211R-425MOHR E n g i n e e r i n g Address:1425 Jacobs Lane Southold,NY,11971 3 of 4 Roof(1)Framing Check: Roof Framing = 2x10 Rafter @ 16"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 19.00 ft b = 1.5 in d = 9.25 in Moment of Inertia,Ix = 98.93 in Section Modulus,Sx = 21.39 in3 Bending Stress,Fb = 900 psi Elastic Modulus,Emin = 580000 psi CD(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu G Cr 1.00 1.10 1.00 1.00 1.15 PV Tributary Width,Wpv = 2.75 ft PV Tributary Length,Lpv = 4.0 ft PV Tributary Area,At = 11.0 ft2 PV Dead Point Load,PD=Ppvx At = 23 Ib Roof Distributed Load,wDL = 8 plf Load Case: 0.6DL+0.6W (CD=1.6) Roof Zone = 1 Pup=Pnet x At+0.6 x PD x cos(9) = 177 Ib Mb(wind_up) = 1206 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 1822 psi Mallowable=Sx x Fb'(wind) = 3247 Ib-ft > 1206 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnetx At+PD x cos(B) = 202 Ib Mb(wmd_down) = 2020 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1822 psi Mallowable=Sx x Fb'(wind) = 3247 Ib-ft > 2020 OK Load Case: DL+0.75(0.6W)+0.75S (CD=1.6) Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps x At = 50 Ib Mb(wmd_snow) = 1965 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1822 psi Mallowable=Sx x Fb'(snow) = 3247 Ib-ft > 1965 OK Load Case: DL+S (CD=-1.151 Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps x At = 50 Ib - Mb(snow) = 981 Ib-ft Fb'(snow)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1309 psi Mallowable=Sx x Fb'(snow) = 2334 Ib-ft > 981 OK Engineer:SVL R r Date:2/1/2018 r Penn FUSION Job: I0—TT- 1 / E n g i n e e r i n g Address:1425 Jacobs Lane 0 Southold,NY,11971 4of4 Rafter Attachments:0.6D+0.6W(Zone 21 Puplift=At x Pnet = 210 Ib Connector Uplift Capcity per SnapNRack Test Results = 500 Ib > 210 OK 5/16"Lag Screw Withdrawl Value = 266 Ib/in Table 12.2A-NDS Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib > 210 OK Seismic Check: Existing Dead Load: Solar Dead Load: Aroofexlsting = 2623 ft2 Wpanel = 42 Ib Wrodexisting = 23607 lb Numpanel = 56 Awallexisting = 3744 ft2 Wpanel_tot = 2352 Ib Wwallexisting = 44928 lb Wbos = 549 Ib Wtotal = 68535 Ib Warray = 2901 Ib volncrease=(Wtotal+Warray)/Wtotal = 71436 *100%-100% = 4.23% ** 68535 **The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scone of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE 18480W DC,16400W AC • ALL WORK SHALL COMPLY WITH NEC 2014,2015 IBC,MUNICIPAL CODE,AND ® SOLAR MODULES PV-1 0 COVER SHEET • MODULES' E: 84 ELECTRONICS LG330N1C A5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS SE SERVICE ENTRANCE • INVERTER((): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014 RAIL PV-2 0 SITE PLAN • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014. (1)SOLAREDGE TECHNOLOGIES SE114DOA-US WITH PV-3 0 LAYOUT REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL R ENUE RA TECHNOLOGIES SE5000A-US WITH GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690 35 PV-31 ATTACHMENT DETAIL • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 REVENUE GRADE METERING . INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL STANDOFFS 8 PV-4 0 ELECTRICAL • RACKING:SNAPNRACK SERIES 100 UL,FLASHED L FOOT . RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 FOOTINGS PV-5 0 SIGNAGE SEE PEN D01. • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(G) ® CHIMNEY • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT LC PV LOAD CENTER • 10.45 AMPS MODULE SHORT CIRCUIT CURRENT • EXISTING BACK-UP GENERATOR INSTALLED. • 16 32 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(a)8 690 8(b)] Q ATTIC VENT SM SUNRUN METER FLUSH ATTIC VENT PM DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH 0 METAL PIPE VENT INV INTEGRATED DC DISCONNECT AND AFCI ® T-VENT pFN@ AC ACDISCONNECT(S) P�` OMErO SATELLITE DISH cn w4iC ry/Ce q� Q � (DC DC DISCONNECT(S) �//7 FIRE SETBACKS t < m wt CB COMBINER BOX / HARDSCAPE c (I FO 081693 r INTERIOR EQUIPMENT —PL— PROPERTY LINE A90FESS10�A� L J SHOWN AS DASHED SCALE NTS ° A AMPERE s u n r u n AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT (E) EXISTING 54139-ME - EXT EXTERIOR ISCWID EAVE,HMWUEN III v'+rnarmes®aaer ' �;7rient9-- FRM FRAMING FAxeeaeemn INT INTERIOR CUSTOMER RESIDENCE LBW LOAD BEARING WALL MAG MAGNETIC CHRISTOPHER MOHR 1425 JACOBS LANE,SOUTHOLD, MSP MAIN SERVICE PANEL (N) NEW NY,11971 5 v 7425 Jaco4's Lane NTS NOT TO SCALE TEL(631)219-7825 `;i, OC ON CENTER PRE-FAB PRE-FABRICATED APN 5 1000079000600004004 GLtchogue,� ) PSF POUNDS PER SQUARE FOOT PROJECT C5MOHRER �8� c MAnL* '{ ' avSagHa PV PHOTOVOLTAIC _ TL TRANSFORMERLESS DESIGNER y „ �mrg HoOav ,~ L�urelf, 's,-1 _ TYP TYPICAL O„f1 V VOLTS NICK STAINKAMP I]'0'7,. .1t _9 ta0?t xmpt W WATTS SHEET z 'Rjmbeade j. .-Yletertvldl' REV NAME DATE COMMENTS COVER SHEET Cah%e'tCn_ .1:1 - v� rr-ti - 1�_: -¢• - 'S.! t Southampton!` REV A 1/308018 _-- Hamj...Dayst e =r �9"• J PAGE •SITE PLAN-SCALE'--1132-=1'-0" PITCH TRUE MAG PV AREA AZIM AZIM (SQFT) ® AR-01 45° 106" 118° 3319 AR-02 45° 286' 298' 7007 P( `\ INV rMP AC AC INV LC 0 SHE (E)SKYLIGHT � _ ,�••., _ �• •�. ,`P�`pOMt:Grp co (N)ARRAY AR-02 to h ? yip. v 081893 ~` AAaFESS+ONA~ sunrun R 54139-ME 15CH WTMAVE HICKMLL Wll= PL PHWIE 80990pbE01 (E)SHED \ (E)RESIDENCE FV(569]55301f CUSTOMER RESIDENCE (E)POOL CHRISTOPHER MOHR 1425 JACOBS LANE,SOUTHOLD, P( NY,11971 TEL(631)219-7825 \ Pt APN 9 1000079000600004004 PROJECT NUMBER FIRE SETBACKS R 211R-425MOHR (i F,TYP) DESIGNER NICK STAINKAMP SHEET (N)ARRAY AR-01 SITE PLAN REV A 1/30/2018 i PAGE PV-2.0 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT SEE PEN D01 2 STORY ATTIC WOOD RAFTER 2 X 10 19'-0" 16" NIA 4'-0" 1'-4" LG ELECTRONICS LG330NlC-A5 AR-02 COMP SHINGLE FLASHED L FOOT SEE PEN D01 2 STORY ATTIC WOOD RAFTER 2X 10 19'-0. 16" NIA 4'-0" 1'4" MODULE DIMS, 66 38"x 40"x 1 5T'(40mm) D7-AR-01-SCALE:1%8"=1'-0MODULE CLAMPS: PITCH,450 Portrait 59"-157" AZIM:106°• $ 20'3" 10'-9" 10'-1"— }-7" Landscape 0"-47" I MAX DISTRIBUTED LOAD:3 PSF i• 1�„ �`.� // � /.//./� /,�"�','�,� 1'fi" SNOW LOAD:20 PSF --- - < - - — ' WIND SPEED: - TYP 130 MPH 3-SEC GUST 4 i I LAG SCREWS: 5/16"X3 5"2 5"MIN EMBEDMENT NOTE. INSTALLERS TO VERIFY RAFTER 16'8" 13'16" —6'-9"_.r SIZE,SPACING AND SLOPED —e SPANS,AND NOTIFY E 0 R OF ANY DISCREPANCIES BEFORE / PROCEEDING 10'_1" PENETRATION SPACING: STAGGERED 1011, 10,_3„ OF Ne 1 4'9„ y�FO 08169+ D2-AR-02-SCALE:118"=11-0" A'�Fgg$iO��ti PITCH:45° AZIM'286° ® 1'-10" — 39' 12'4" s u n ru n 1.27„ f j f- i / '/' / /f f ',i V-7" a t r 3'4- ' — 4'TYP — ✓ 3'4" 54139-ME - -O e- O a-- -O I tS LHPRID1lEAVE,HIOfSVILlE NY 11801 O ❑ ` FAxesace.�u 5'-0" 13'6" 23'-7" CUSTOMER RESIDENCE o CHRISTOPHER MOHR 1425 JACOBS LANE,SOUTHOLD, o NY,11971 i 33'-9" 16'-8" TEL(631)219-7825 o— a— —4G- o APN0 1000079000600004004 11-2 — e- 11 / PROJECT NUMBER — IT211R425MOHR — e— DESIGNER 1'4" 1,.t" NICK STAINKAMP SHEET LAYOUT REV A 1/30/2018 PAGE PV-3.0 , 1 STEP 3 PLACE L FOOT ON TOP OF NOTES FLASHING AND TIGHTEN NUT -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF SNAPNRACK STRUCTURAL MEMBERS/RAFTERS STEP 2 SLIP FLASHING OVER L COMPOSITION'L FOOT 5/16"S.S.FLANGE NUT -TORQUE ALL 5/16"HARDWARE TO THE FOLLOWING FOOT BASE AND UNDER ROW OF CAN BE MOUNTED IN' -SILVER S S 10-16 FT-LBS SHINGLES ABOVE ANY ORIENTATION -BLACK S S.7-9 FT-BLS 5/16"X 1"(OR 1.25") -RAILS CAN MOUNT TO EITHER SIDE OF L FOOT SNAPNRACK S.S BOLTAND SPLIT (UPSLOPE VS DOWNSLOPE) CHANNELNUT WASHER I . ® O 5/16"S S.LAG SCREW WITH FLAT WASHER,2 5"MINIMUM SNAPNRACK EMBEDMENT IS STANDARD STANDARD RAIL STEP 1 BOLT L FOOT BASE TO ROOF WITH SNAPNRACK COMPOSITION LAG BOLT ROOF FLASHING ROOF DECKING TYP SNAPNRACK L FOOT BASE o sun run COMPLETED 54139-ME 15 CHARIDIIEAVE HIG(SVILLENY 11901 ROOF DECKING TYP INSTALLATION PHODF 9099tlbC91 FAX 99i]99.]M3 CUSTOMER RESIDENCE CHRISTOPHER MOHR 1425 JACOBS LANE,SOUTHOLD, FLASHED L FOOT MOUNTING POINT FOR USE ON NY,11971 RAFTER TYP COMPOSITION ROOF SURFACES WITH LOW TO TEL MODERATE TILT. APN#9 219-7025 1 10000079000800004004 RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO PROJECT NUMBER LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL OF NEyyr 2118-425MOHR LEVELING" OOMENO� DESIGNER - �`� !F F NICK STAINKAMP SHEET ATTACHMENT DETAIL 081693 ��� REV A 1/30/2018 PEN DETAIL 01, FLASHED L FOOT TO RAFTER g90FESS10NA~ PAGE PV-3.9 ' 120240VAC ' SINGLE PHASE s SERVICE METER# M PSEGL199329638 SOLAREDGE TECHNOLOGIES UTILITY ACCOUNT#9632419101 SEI 140OA-US WITH REVENUE GRID GRADE METERING SUPPLY&IDE TAP 11400 WATT INVERTER JUNCTION BOX PV MODULES 4 2AOR EQUIVALENT E14IA LG ELECTRONICS LG330NIC-A5 f, ; /// (38)MODULES EXISTING — OPTIMIZERS WIRED IN(1)SERIES OF(12) GEN _ (N)IODA PV LOAD �� - OPTIMIZERS AND(2)SERIES OF(13) TRANSFER CENTER OPTIMIZERS LOAD RATED DC SWITCH ---. SOLAREDGE POWER OPTIMIZER DISCONNECT WITH AFCI SOLAREDGE P370 EXISTING200A (M LOCKABLE 3A TECHNOLOGIES SESOOOA-US MAIN BREAKER BLADE TYPE (N)LOCKABLE WITH REVENUE GRADE I FUSED BLADE TYPE METERING AC DISCONNECT AC DISCONNECT 5000 WATT INVERTER JUNCTION BOX PV MODULES OR EQUIVALENT LG ELECTRONICS LG330NIC-AS EXISTING q 4 38 �� 28 1B 20DA o r� �•, � // (18)MODULES MAIN "`—^ _ / OPTIMIZERS WIRED IN(2)SERIES OF(9) FACILITY PANEL �� OPTIMIZERS LOADS a 90AFUSES DOME',y2 rO SQUARED LOAD RATED DC SQUARED DU323RB 60A BREAKER(A) DISCONNECT WITH AFCI SOLAREDGE POWER OPTIMIZER D223NRB 3R,IOOA,2P 30A BREAKER(B) P370 ,t r 3R,100A 120240VAC o I _ 120240VAC CONDUIT SCHEDULE NOTES TO INSTALLER 1 13 VDC(INV1),9 VDC(INV2)EXPECTED OPEN CIRCUIT STRING VOLTAGE SStpNp� #' CONDUIT CONDUCTOR NEUTRAL GROUND 2 ADD 100 AMP NEW PV LOAD CENTER 1A NONE (6)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 3 ADD 60 AMP BREAKER TO PV LOAD CENTER(INV1) 4 ADD 30 AMP BREAKER TO PV LOAD CENTER(INV2) 113• NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 5 CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN BREAKER IN GENERATOR TRANSFER SWITCH ENCLOSURE sunrun 2A 1"PVC OR EQUIV (6)10 AWG THHN/THWN-2 NONE (1)10 AWG THHNlfHWN-2 CONDUCTORS ARE FIELD INSTALLED 28 1"PVC OR EQUIV (4)10 AWG THHN/THWN-2 NONE (1)10 AWG BARE COPPER 3A 1"PVC OR EQUIV (2)6 AWG THHNlrHWN-2 (1)6 AWG THHN/rHWN-2 (1)8 AWG THHN/THWN-2 54139-ME 3B 1"PVC OR EQUIV (2)10 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 scww n anus Ha solus Nr„am PHOlg 9Pi SCOSCB] FA%9�36820]] 4 1"PVC OR EQUIV (2)3 AWG THHN/THWN-2 (1)3 AWG THHNITHWN-2 (1)8 AWG THHN/THWN-2 CUSTOMER RESIDENCE CHRISTOPHER MOHR 1425 JACOBS LANE,SOUTHOLD, NY,11971 MODULE CHARACTERISTICS P370 OPTIMIZER CHARACTERISTICS. TEL(631)219-7825 LG ELECTRONICS MIN INPUT VOLTAGE 8 VDC APN#1000079000600004004 LG330NlC-A5 330 W MAX INPUT VOLTAGE 60 VDC PROJECT NUMBER OPEN CIRCUIT VOLTAGE ' 40 9 V MAX'INPUT ISC 11 ADC 211R-425MOHR MAX POWER VOLTAGE 33 7 V MAX OUTPUT CURRENT 15 ADC SHORT CIRCUIT CURRENT 10 45 A DESIGNER — SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM CHARACTERISTICS-INVERTER 2 NICK STAINKAMP SYSTEM SIZE 12540 W SYSTEM SIZE 5940 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 13 V SYSTEM OPEN CIRCUIT VOLTAGE 9V ELECTRICAL SYSTEM OPERATING VOLTAGE 350 V SYSTEM OPERATING VOLTAGE 350 V MAX ALLOWABLE DC VOLTAGE 500 V MAX ALLOWABLE DC VOLTAGE 500 V REV A 1/3012018 SYSTEM OPERATING CURRENT 35 83 A SYSTEM OPERATING CURRENT 16 97 A SYSTEM SHORT CIRCUIT CURRENT 45A SYSTEM SHORT CIRCUIT CURRENT 30A PAGE PV-4.0 INVERTERI INVERTER2 NOTES AND SPECIFICATIONS QUVARN 1 N G !Q!1!/ARN ING PHOTOVOLTAIC DC DISCONNECT •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ° •ei1 • 35.83 •° ° 'e •• 16.97 •• ARTICLE 11021(6),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY �� SECTION 690,OR IF REQUESTED BY THE LOCAL AHJ. ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD ° US.1', •o •••• 350 ° ° '• ''• e••• 350 e •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE t,'^,+;, • •c 2o2 • WORDS,COLORS AND SYMBOLS DO NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED s 500 ° •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED a- "f a5 •e' a 30 a METHOD AND SHALL NOT BE HAND WRITTEN. SIDES MAY BE ENERGIZED IN CONDUCTORS..... •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED THE OPEN POSITION UNGROUNDED AND ENERGIZED LALA EBEL L LOCATION ATTION DC DISCONNECT(S). •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODE(S)CEC 2018 690 53,NEC 2014 690 53,NEC SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2011 69053 •DO NOT COVER EXISTING MANUFACTURER LABELS. COMBINER PANEL OF APPLICABLE). ENCLOSURE OF APPLICABLE) PER CODE(S)DEC 2016 690.17(E),NEC PER CODE(S)DEC 2016 690 5(C),NEC ■ 2014 69017(E),NEC 2011 690 17(4) 2014 690 5(C),NEC 2011 890.5(C) ■■ QWARNING',' Q! WARNING ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY ■ ■ THE DC CONDUCTORS OF THIS SOURCES:UTILITY GRID LABEL LOCATION PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC UTILITY SERVICE ENTRANCEtMETER,INVERTEROC UNGROUNDED AND MAYBE DISCONNECT IF REQUIRED BY LOCAL AHJ,OR ENERGIZED 'SYSTEM OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ PER CODE(S)CEC 2016 690.12,NEC 2014 69012, LABEL LOCATION LABEL LOCATION NEC 69056,IFC 2012 605 11 1 INVERTER(S),DC DISCONNECTS• UTILITY SERVICE METER AND MAIN �P Zt QO M6N1'C 0 PER CODE(S)CEC 2016 690 35(F),NEC SERVICE PANEL. 0) 'f- ' 2014 690 35(F),NEC 2011 690 35(F) PER CODE(S)CEC 2016 705.12(0)(3), * NECQ- 2014 70512(D)(3),NEC2011 2(1)(4) BUILDING SUPPLIED BY UTILITY - m Wt NEC a a .0 • , QOUTPUT RN G Qwfi RNlNGGRID AND PHOTOVOLTAIC SYSTEM ( NON PHOTOVOLTAIC -�cP, A��O.• ;.tJP C?� ' pop 081893 ��� DO NOT RELOCATE THIS COMBINER PANEL FESS10 OVERCURRENT DEVICE' DO NOT ADD LOADS LABEL LOCATION •" LABEL LOCATIONsunrun ADJACENT TO PV BREAKER OF PHOTOVOLTAIC AC COMBINER QF D APPLICABLE) APPLICABLE)' PER CODE(S)CEC 2016 PER CODE(S)CEC 2016 705.12(D)(2)(3)(b),NEC 2014 70512(D)(2)(3)(c),NEC 2014 70512(D)(2)(3)(b),NEC 2011 70512(D)(7) 70512(D)(2)(3)(c),NEC 2011 70512(0)(4) y-} !(11 54139-ME 1F■ ■ ® e ® 1 ��e�°s�sm.�sa�aiN1rxsvtue rkvtteot FRXBISIfi- " ■®r ■ ® ■ CUSTOMER RESIDENCE LABEL LOCATION CHRISTOPHER MOHR INTERIORAND EXTERIOR DC CONDUITEVERY 10 FT, PV SYSTEM 1426 JACOBS LANE,SOUTHOLD, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, DISCONNECT NY,11971 ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS i PER CODE(S)CEC 2018 690 31(G)(3),690 31(G)(4),NEC LABEL LOCATION TEL(631)219-7825 2014 89031(G)(3).690 31(G)(4),NEC 2011 690.31(E)(3), API#1000079000600004004 ' 69031(E)(4),IFC 2012 60511 14 (PERTOR CODE NEC69066(B),NEC70510,22537,2302(E)) PROJECT NUMBER e e o e e • 211R-425MOHR �„ � •. fir. DESIGNER `, • e- k•e o a NICK STAINKAMP LABEL LOCATION 4, .. SHEET AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF SIGNAGE INTERCONNECTION PER CODE(S)CEC 2016 690 54,NEC 2014 690 54,NEC 2011 69054 REV A 1/30/2018 PAGE PV-5.0 a. "s .. LU Life's Good IMD LG i., ,F ® . LG's new module,LG NeO'I\lTm 2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires to enhance power output and reliability.LG NeCINT'"2 i DQE c os '; 60 celldemonstrates LG's efforts to Increase customers values C"" ,;„-,,; beyond,efficiency.IE features enhanced warranty,durability, I Intertelc '>.✓ , performance under real environment,and aesthetic design suitable for roofs. ® Enhanced Performance Warranty High Power Output LG NeONI 2 has an enhanced performance warranty Con-pared wiLh previous models,the LG WONT-11 2 The annual degradation has fallen from-0 6°ltyr to has been designed to significantly enhance its output -0 5SVo/yr.Even after 25 years,the cell guarantees 1 2%p efficiency,thereby making it efficient even In limited space. more output than the previous LG NeONI 2 modules. ®® Aesthetic Roof Outstanding Durability ®® LG NeONTI•'2 has been designed with aesthetics in mind; WILh its newly reinforced�'rame design,LG has extended thinner wires that appear all black at a distance. the:warranty of the LG NeONT”'2 for an additional The product may help Increase the value of 2 years Additionally,LG NeON'"'2 can endure a front a property with its modern desigil luad up to-6000 Pa,and a rear load up to 5400 Pa a ® ® ® Better Performance on a Sunny Day Double-Sided Cell Structure ® ® ` LG NeONI 2 now performs better on sunny days thanks The rear of the cell used in LG NeONI 2 will cut tribute to to Its improved temperature coeffrclency, generation,just like the front the light beam reflected b om the near of the modu.e Is reabsorbed to generate a great amount o'additional pmo cr. About LG Electronics LG ttecrroni s is a otooal player who has-een comm ter to erpa-dmg.s capacity based on solar energy business as s future growth engine we emvarked on a soar energy source research prog-om r+ 1985,supporter by LG Group's ncri erperence in semrccnduct x,,LCD chemistry,and miter-A,incustry time successfully-eleased the firs:t✓to^o X''sere.to Gie market in 2010,,,h ch were exporter to 32 cn.mtres n Vie fol-oavn l;2 y m->,therea}to,1,•20'-3,1 G.NeON"(p"VIO,A,y known a,I;llnno XI NPON i t:U'n'Into'iO.d-Aw w','wl i.ri prove f I;is the leader of i movatiun rI ti•e u`dustr y LG NeON2 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10---- Module LG330NIC-AS------------ - ----- ---------- -- -- - --- - - ---- ---- - ---- Cell Vendor LG Maximum Power(Pmax) 330 - ------------ - - ------------ -- ---- --------------------- - - - -- - - - - ---- -- Cell Type --- ----Plonocrysta_ne/�l_typt' MPP Voltage(Vmpp) 33 7 ---- - - - --------------------------- -- Cell Dimensions _161_/x161- 1 tial/6 inches MPP Current(Impp) 98 --- ---- -- — -- -- --- -------------------- - --- -------- a of Busbar — - - :2(ML,ti Wire Busbar) --- Open Circuit Voltage(VOC) 40,9 Dimensions(L x W x H) 1686 x 1016 x 40 mm Short Circuit Current(Isc) 1045 66 38 x 4=0 x"57 incn Module Efficiency 193 - --------- -- - ------- --------- --- - Front Load— 600OPa ----- Operating- -------Temperature -40-+90-- --------- --- -- ------- -- - -------=------------ --- ---- Rear Load 540OPa Maximum System Voltage 1,000 ----- --------------- - -- -- - --- ---- ---- -- Weight , -i 8 kg Maximum Series Fuse Rating 20 ---- ------------------- - --------------------- --- --------- -------- --------- Connector Type NIC4 Power Tolerance(%) 0_43 - Junction Box - --- - EP68 von 3 Bypass Diodes bTC'(St nca Test Gelato-)Irrad arse t 060 hrm',Ar siert T= p ratuv.iS'C,A'1 1 5 Cables `000 rrn'X2 ea herw­pati Fester­p,tis—so d arrtdlt­m ner.b}•1,-,F 7m;;a:its ole ono ahsr u`P di=r Fra; "M Typnri cha!ge m rnoiu,c cf£e•ncy xr 2.Ot,Nhr n-i-r,o i r-�,t.p:�fi;m7 r-i 0%. Glass -----High'rans-ii ssion 1-e"naered Glass ------ ----- - - -- ---------------- Frame Anodizec Akiminiurr, Electrical Properties(NOCT*) Certifications and Warranty -Module LG33ON- 1 C-A5 - -- - -- -- - ----- ----- - - - -- Certifications ICC 61215,IEC 61730-1/-2 Maximum Power(Pmax) 2413 ,)1--1703 MPP Volt----age(VmpP) 31.L - ---- ------------ - -------- - ---- IEC 61 701(Salt-mist corrosion test) MPP Current(Impp) 781 €EC x;27`6(A-n-nonia corrosion test)-___ Open Circuit Voltage(Voc) '181 - ------------- - -- ---------- -- -- ls(J 9001 Short Circuit Current(Isc) 8.41 Module Fire Performance(USA) We 1 NOCT(No^ira Or-rat q C a.l T-mr-rotors)Irradiance 89010:lm'amb rrt xmp-ratjre 2C-C,­v spo-d 1 m;<, Fire Rating(CANADA) - - Cla',s C(,f_C/0'0 C"703) ---- Product Warranty ;2 vears --- - -- ---- -------- - - ---- - - Output Warranty of Pmax Linear war-anty*' Dimensions(mm/in) Y°1)1.,t yep*93;',2)Pf:e•2m year C U,-/ar,ua 49 ydat on,-4,25 years 84 8`u TL Temperature Characteristics NOCT 45±3 PmPP -0371;°C----- - - -- - Vor Isc --------- - - --- J 03��/'(--------- -- - _, Characteristic Curves 100O is , 8o0w 600w 400W u e 200W m J H P-1 , gd lo-t1A'ncricaScla-Busine<siram Prodatspenficatiansa�esubyxztochange ;1-citnot CeOLG j'�;.� z _C L ectro^cs U S A inc - Eli ® Life's Good I OGC Svivan Ave.Erg ewooc°tiffs,N,07632 iY1d' Ccr y'igl•t ii 20'7 1 G Electrnn rs Al qtr;h.,reserved Innovation fora Better Life Contact lg solar@1jecrn vry.,flgmo ar.Esa Con I ' i ;♦ �s sola =ce S®IarEdge Single Phase Inverters For North America SE3000A-US/ SE38OOA-US J SE500OA-US 1 SE6000A-US 1 SE7600A-US/ SE100OOA-US/ SE1140OA-US Ica", - ° s The best choice for SQlerEdge enabled systems - Integrated arc fault protection for NEC 2011690.11 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 .TA_Y FRANCE JAPAN CHINA AUSTRALIA TIIC Nr 'IICRLANDS L3< (SRAM_ vtfww.solaredge.us ® I Single Phase Inverters for North America SE300OA-US/SE380OA-US/SE500OA-US/SE600OA-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE300OA-US SE380OA-US SESOOOA-US I SE600OA-US I SE760OA-US SE10000A-US j SE1140OA-US OUTPUT - I l - 9980 @ 208V - I Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA �. .. ........,i........., .......... lt}i}01) 240V .................4,,,,,,.,,.. 5400 @ 208V 10800 @ 208V Max AC Power Output 3300 4150 6000 8350 12000 VA :....... .......). .,....... 5450(iR41 V ,............... 109504a�2I0V, . ............ ............... AC Output Voltage Min:Nom-Max I i ' i ✓ 183 208 229 Vac ....... ..... ......... ..... ......... ......... AC Output Voltage Mn-Nom:Max, ✓ ✓ ✓ 211 240 264 Vac .................................... ............... .... 59-i......... ....... AC Frequency Min-Nom.-Max it1 59.3-60-60.3 H7 ?4@208V 48 @ 208V ( ............. . ..... Max.Continuous Output Current 12;5z 16 25 32 . 17.5 A �� (, , ?zaov..... ............ . .............. ,...,...... GrDI Threshold I 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT N4axImum DC Power(STC} 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded Yes Max in ut Volta e I 500 Vdc Norn DC In ut Volta e 325(�208V J 350 @ 240V Vdc p........ .......... .. ... ............... .......... �������165@208V i 33@208V I Max Input Current" 9.5 „13 15, 18... ..� .... 73 30 5 345 ... Adc ........ , . . .. . . ..... . Max.11.1 input Short Circuit Current 45 Adc ever... Plan yPrc .................. ............... .......... . Reverse-Polarity Protecrion Yes Ground-Fault isolarion Detecrion 600kt:Sensitivity Maximum Inverter Efficiency 97.7 98.2 98 3 9$.3 €... 98 98 98 I. ....,.. ,.,� 9 j. ..,. .... CEC Weighted Ffhcienc 97.5 7 @ 208V 97 @ 208V P> Y � 98 97.5 J7.5 i 97 S � /u . .... t .. . ..; 98 240V ( 97 5,C 240V Nighttime Power Consumption <2.5 L_ <4 1—W ADDITIONAL FEATURES Supported Communication Interfaces I RS485,RS232,Ethernet,DgBee(optional) Revenue Grade Data,ANSI C12.1 Optional," ..................... ........... ............... .......... ., ..... . .. . . ..... Rapid Shutdown-NEC 2014 690 12Yes -- -- ---- -------- --------- - -- ---- - ------ - ----- - - - - - - STANDARD COMPLIANCE UL Safety 1741,UL1699B,UL1998,CSA 22 2 ............ . ........ .............. ... . Grid Connection Standards IEEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit minimum size/AWG range um 3/4"mmJ 16-6 AWG 3/4"minimum/8,3 AWG i , mini .um ........ .......................... E......,.,, UC input conduit size/, of stri3/4°miro ngs/ 3/4"minimum/1-3 strings/ mum/1-2 strings 16-.6 AWG AU}�G range............. .. ......... ................... ... Dimensions with Safety Switch 30.5 x 12 S x 10 S/ ! m/ (ix 305x12.5x7.2/775x315x184 775x315x2% mm . .................. ........ ............................... . . Weight with Safety Switch 51.2/232 ! 54.7/24.7 88 4/40.1 i_1b/k Natural g t ... I• . ' convection � Cooling Natural Convection and internal Fans(user replaceable) fan(user ......•,„..... replaceable) Noise <25 <50 dBA Ran-Max Operating Temperature 13 to+140/ 25 to+60(40 to+60 version availablei4') -F/'C Range. Protection Rating NEMA 3R ......................................... . ............. .... ............. .,.................... ....... Far other regional settings p ease contact SolarEdge support '='A n-gi er current source may be used,the inverte•wi I unit-ts input current to the values stated in Revenue grade inverter�(N SF.XuA-US000NNR2(for 7500W inverter SE7600A-US002NN112) is -40 version PIN SExxxxA-U50cONNU4(for 7600W invFrter SE7600A-115002NNU4) SUnSPENg' a •� 8-e d Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 Roof Mount System is engineered to optimize material use, labor resources and aesthetic appeal. This innovative system simplifies the process of installing solar modules, shortens installation times, and lowers installation costs; maximizing productivity and profits. The Series 100 Roof Mount System boasts unique, pre-assembled, stainless steel "Snap- In" hardware and watertight flash attachments. This system is installed with a single tool. No cutting or drilling means less rail waste. It is fully integrated with built-in wire management, solutions for all roof types, one-size-fits-all features, and can withstand extreme environmental conditions. Series 100 is listed to UL Standard 2703 for Grounding/Bonding, Fire Classification and Mechanical Loading. UL 2703 Certification and Compliance ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. 4D Appealing design with built-in aesthetics * No grounding lugs required for modules * All bonding hardware is fully integrated * Rail splices bond rails together, no rail . ..... j Z1, jumpers required (D No drilling of rail or reaching for other tools required J-, 0 Class A Fire Rating for Type I and 2 modules System Features Include 1 41 Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling StI Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.corn/resources Design snapnrack.com/configurator Where to Buy snapnrack.corn/where-to-buy Snap €4 itt �^ „V*i;l..`.., i i.. ............. Solar Mounting Solutions Stainless Bolt with Stainless Steel Bonding Splice Standard Rail Split-Lock Washer Bolt with Insert 015-09816 Sshplit- - Lock Waer _ w�'�a` Bonding Adjustable s"• ' End Clamp Top Bonding " � Splice .I , n Mid Clamp Base , "9�•<" Bonding Bonding Adjustable Channel Nut End Clamp Bottom Bonding Stainless �-✓' Channel Nut Stainless Hardware with Bolt with Split-Lock WashersSplit Lock Bonding Adjustable Bonding Mid Clamp Bonding Standard Washer End Clamp 242-02067 242-02053 Rail Splice Ground Lug zaz-4015 242-02101 12-6 AWG • ,.�'- Copper Wire W` „ Ground Lug Assembly (ONE REQUIRED PER ROW OF - MODULES) Universal End Clamp(UEC) .,y �y .,.Mn, ,x.•;s,^g'.. , '�",•'� r ..y» &> = Wave UEC Pull Strap 3 UEC Wedge Stainless Steel Bolt with Flat Washer Universal End Clamp 242-02215 Standoff Clamp Assembly Rubber u.' < Serrated Stainless f'Channel Channel Nut Rain Collar Steel Flange Nut Nut Stainless Serrated Stainless o Flange Nut a;,' Steel Flange Bolt 92 Degree s Stainless Mill Flnish a> L Foot a Flange Standoff ,1r9 Bolt ' "' � r• .gAll Purpose fly, L Foot Mill Finish Standoff Base(1-Hole • - Metal Roof o Base Shown) 'Mill Finish ,_p.-, _ h LF t Base Assembly 7 g L Foot Base Flasn Metal Roof Base Standoff L Foot Base with Flashing with L Foot 242-92057 242-92050 242-02037 r • 6000 Series aluminum Materials • Stainless steel - Galvanized steel and aluminum flashing • Silver and black anodized aluminum Material Finish • Mill finish on select products • Silver or black coated hardware Note:Appearance of mill finish products may vary and change over time. Wind Loads- 110-190 mph CASCE 7-10) Snow Loads 0-120 psf Array Pitch 0-60 degrees 577-732-2660 11 www.snapnrack•corn contact@snapnrack.corn 2016 by SnapNiack Solar Mounting Solutions All rights reserved SrapNrade3ere l00-13rOch—_21