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HomeMy WebLinkAbout44119-Z 4FFOx,f�� , Town of Southold 12/11/2019 P.O.Box 1179 53095 Main Rd ppf� o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40920 Date: 12/11/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 6295 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 84.4-6.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/20/2019 pursuant to which Building Permit No. 44119 dated 9/3/2019 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 on existing single-family dwelling as applied for. The certificate is issued to Upre,Jean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44119 11/6/2019 PLUMBERS CERTIFICATION DATED Author' Signature . - TOWN OF SOUTHOLD gUFFat�cP� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY f�4 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'#: 44119 Date: 9/3/2019 Permission is hereby granted to: Lepre, Jean 6295 Bridge Ln PO BOX 591 Cutchogue, NY 11935 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 6295 Bridge Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.10 Pursuant to application dated 8/20/2019 and approved by the Building Inspector. To expire on 3/4/2021. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector 6 - 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 f°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. r evilslig New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Streer Hdnlet Owner or Owners of Property: (_. f,(/VI / & r Suffolk County Tax Map No 1000,Section Block I Lot �• Subdivision ) I Filed Map. Lot: Permit No. `� I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ L • v Applicant Signature oF so���®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O� sean.devlinCaD-town.southold.ny.us lyCOUIVT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jean Lepre Address- 6295 Bridge Ln city Cutchogue st: NY zip: 11935 Building Permit#. 44119 Section: 84 Block. 1 Lot- 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunrun Installation Services License No: 33878-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A 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 Combo SD/CO Other Equipment: 20- LG365Q1 C-V5 Modules, 1- Rapid Shut Down Device, 7600Kw Inverter, Subn Run Centron 4G Meter, AC Disconnect, 40A PV Breaker Notes: Roof Mounted Photovoltaic Solar System Inspector Signature: Date: November 6, 2019 S. Devlin-Cert Electrical Compliance Form.xls PennFUSION - E November 20, 2019 Sunrun Inc. 15 Charlotte Ave Hicksville,NY 11801 RE Lepr Residence 6295 Bridge Ln, Cutchogue,NY 11935 Client Project#:211R-295LEPR PFE Project#: 193764 Install Date: October 30, 2019 Permit#:44119 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 2015 International Residential Code, the 2017 New York Uniform Code Supplement, the provisions of ASCE 7-05 and ASCE 7-10 and the manufacturer's specifications. Best Regards, Penn Fusion Engineerin LC Andrew D. Leone, P.E. Principal CO 0 N/ DEC 1 1 2019z ` SIC m yw r't _ w • -, E- �'- , .. - � �� ,y�.,=mom � �� 031693 OPE \0\-' Page 1 of 1 Penn Fusion Engineering LLC- 152 S. Broad St-Lansdale, PA 19446-215-361-8040 FIELD INSPECTION REPORT DATE COMMENTS 4- FOUNDATION FOUNDATION(IST) H ------------------------------------- FOUNDATION(2ND) z LA N 1 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDIXIONAL COMMENTS �c G c;Aod s �Z m � ro y z d t4 H I 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 �ISurvey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact--- - - - -- --- --- q1 Approved 20� 415 Oser Avenue - Suite W Hauppauge, NY 11788 KIM Disapproved a/c (631)827-5675/( LIPermits@sunrun.com Expiration 20 771 Buildmg Inspector t APPLICATION FOR BUILDING PERMIT ' AUG 2 0 2019 Date Ice , 20 Pa,�II Dfz Dl'-1'�`° INSTRUCTIONS r -1 XV a his'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. 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,a new 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 or name,if a corporation)- W Ay�t —Ev�f& p (Mailing address a pliant) �,� r � State whether applicant is owner, lessee, agent, architect, engineer, general contractor, a ectricia umber or builder C Name of owner of premises 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. Other Trade's License No. I.- Lo at�of land on ich proposed work yvill bone: ���. 6) �� D G IV House Number Street Hamlet /- County Tax Map No. 1000 Section —I Block I Lot Cl• �� i v Subdivision Filed Map No. Lot 2. State existing use and occupancy of pren ' es a dmitended use pnd occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 'I�_ (bl7fltl — (Description) 4. Estimated Cost 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 -� .L 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 13. Will lot be re-graded?YES NO Will excess fill berpmo ed froom. remises?YES NO 14.Names of Owner of remise �(i Address Y i I IPFi ne No. Name of Architect RA h Address 1152-& e No 715 Name of Contractorca/q )WWOW Address 1(5 W� ffl— Phone No. 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 NO * 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 data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: - - - - -- COUNTY �-OyF� �)"1 '�' �! ✓ � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the NIV_Ac_'M� (Contractor,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 applicatio\1q\47 M®yy�th. N\\\�.\�p1 A R��ti�� Swo t fore me this /day of 20 40 01 FR6323848' pUAIIFIED USCMMCOUNTY 1 = p4_27 201c th 4 J A­7 Notary b %�s'j P U B���.•yo Signature of Applicant lOF i���\\\\��� 0,30�ryo! 0 Town Hal!Annex ! :-ll, J [ Telephone(631)765.1802 54375 Main Road �.a(631).761�5�2 us P.O.Box 1179 •. Q foCler.nchert LOwn.SOU o a.nV.' - Southold,NY 11971A959 - Q�yCOU�.'�,�a�, : BUR DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL,INSPECTION REQUESTED BY: ltd Cwt S Date: Company Name: t-JG-rAV—A�1 vT\,t � !YliY(GE� Name: License No.: rule l ; Address: . 5 � 4 (iQ�>✓_ �1�1 �t E l 1 Phone No. (pal L - - - JOBSITE INFORMATION: (*Indicates required information) *Name: ,] trf?av-1 *Address: *Cross Street: ( TD L;>-(,/& "^ *Phone No.: , — - --__ - - - — Permit No.: - µ Tax-Map,District: - 1000 _ Section:__- 4,-( *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle AN That Apply) - *Is job ready for inspection: - YES/ NO Rough In Final *Do.you need a Temp,Certificate: YES! NO Temp Information(0-needed) Q *Service Size: 1 Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH�APPLICATION 82-Request for fnspedon Form i Scott- A. Russell ��°SUFFq`r ` ST(01KA\ l WAT)E1R, SUPERVISOR0 W MANAGEMENT SOUTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SOUTHOLD,NHWYORK 11971 y>O ��- 'own of Southold CHAPTER 23.6 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT), i DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) El D/A. Clearing, grubbing, grading or stripping of land which affects more i - ❑E� 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. ❑EZ""C. Site preparation on slopes which exceed 10 feet vertical rise to ❑Eg/ 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach; bluff or coastal erosion hazard area. ❑Q/E. Site preparation within the one-hundred-year floodplain ,as depicted in FIRM Map of any watercourse. ❑❑L.Iz'. 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 tivith your Name, Signature,-Contact-Wor-mation,-Date-&-County-Tax-Map_Numberl 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.lVI. = 1000 Date.Ditrict �/�n (/� NAME: `l t Pl c4-A- (' VVL�s 1 I �IO trsrt a Section Block Lot K ""' :`• i�C)R l:?l.l1l..Cil lta I:EP:�?�'1=ii=v'1 l f l:0NLY Contact informahom �r1 .7AryMr Nurnrw+= ?; Reviewed By: - - — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — "' FM Approved for processing Building Permit Stormwater Management Control Plan Not Required. Stormwater)Management Control Plan i�Required. (Forward to Engineering Department for Review) FORM SjMCP- "TOS MAY 2014 0 ! ,4PPLICr;NT• I � �- IPrnPerry Owner.Design Professional,Agent,Contractor,Other} S.C.T.M, 1000a'o /r ..1. CHAPTERI 236 NAME Section Block Lot Stormwater Management Control Plan Cl: ECK LIST �b•,,�,,,,, ,� z S M C P -Plan Requirements: Provide ONE copy of the Building P mit Application. Date: o �k The applicant must provide a Complete Explanation and/or Rea n for not providing all Information that has been Required by the following Checklistl I • I ! A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, P,lease Provide J tification Here! show all of the following Items: YES NO NA If you need additional room for explanations, Please Prov��e additional Paper. a Location & Description of Property Boundarie's b. Total Site Acreage. c Exiating - Natural & Man Made Features wit •n 500 L.F. , of the Site Boundary as required by§236-17(C)( . d. Test Mole Data Indicating Soil Characteristics&Depth 1:4 Ground Water. 0O i e. Limps of Clearing & Area of Proposed Land Disturbance. 0 f Existing & Proposed Contours of the Site (Minimum 2'Intervals) g Location of all existing & pi-oposed—structurec, roads, i I driveways, sidewalks, drainage improvement &utilities. h. Spot Grades ( Finish Floor Elevations for all existing& pi oposed structures. I I Location of proposed Swimming Pool and dis harge ring. [� 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging A ea(s). I. Location of proposed concrete washout area( , rn. Location of all proposed erosion&sediment control me ures. 0 2. Slormwater Management Control Plan must include Calcul itlons showing ) (I that the Slormwater improvements are sized to capture,sto e,and infiltrate i on-atte the run-off from all impervious surfaces generated y a two(21 inch miniall/storm event. I 3 Detail:,8 Sectional Drawings for stormwater practices are req fired for approval. Items requii-ing details shall include but not be limited to: , a. Erosion & SediiTnent Controls. h Construction Entrance & Site Access. c Inlet Drainage Structures (e.g.catch basins,trend drains,etc.) d Leaching Structua•es (e infiltration basins,Swale.etc.) t,lti'I:L:-H ING DE'P,;Ii."1)MENT (JSE NL.Y & ®Reviewed Additional Information is Required. IStormwater Management Control Plan is� of Complete. Approved By _ _ _ _ _ _ _ _ Stormwater Management C?ntrol Plan is omplete. Date ® SMCP has been approved by, the Enginee ing Department. I FORM " SWCP Check List -TOS MAY 2014 December 5, 2019 Town of Southold 54375 NY 25 Southold,NY 11971 Attn: Building Department Re: Permit#4419 Dear Inspector, Enclosed you will find the engineer's certification letter for 6295 Bridge Lane, Cutchogue. Please mail the original certificate of compliance/completion to the homeowner. You can email me a digital copy if that is easier for you. My email address is Pamela.Losquadroasunrun.com If you have any questions, you can reach me at 631-972-4847. Thank you Pamela Losquadro Solar Technician Fn n DEC 1 1 2019 595 Market Street 29th Floor San Francisco,CA 94105 APP VL D AS NOTED DATE: B.P.# " WIN FEE: y�..t M BY: NOTIFY BUILDING DEPARTMENT -AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPEC71ONS: 1. FOUNDATION - TWO REQUIRED ELECTRICAL FOR POURED CONCRETE 2.'ROUGH - FRAMING & PLUMBING INSPECTION REQUIRED 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF v �J`�I�6tB T�hJId�Pf�Ndfr�Q.�4RD 'S6ti�f@t�F6WPl�61SI�ES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 152 S. Broad St I Penn FUSION Lansdale,PA 19446 E n g i n e e r i n g (215)361-8040 August 05, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job,Number: 211R-295LEPR; Plan Set: Rev A.1, Dated 8/2/2019 Client:Jean Lepre Address:6295 Bridge Ln, Cutchogue, NY, 11935 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 2x6 Rafter @ 16" OC. The roof is sloped at approximately 16 degrees and has a max rafter span of 11'0" between supports. Design Criteria: • 2017 New York State Uniform Code Supplement (2015 IBC& IRC) • Basic Wind Speed Vult= 130 mph (Vasd = 101 mph), Exposure C • 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, Penn Fusion Engineering LLCpF Nyb, 100 MiF Andrew D. Leone, P.E. m urs Principal ..yy C)p\ 081695 90Ft`SSta4� _ 152 S. Broad St Penn FUSION Lansdale, PA 19446 E n g i n e e r i n g (215)361-8040 August 05, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 211R-295LEPR; Plan Set: Rev A.1, Dated 8/2/2019 Client:Jean Lepre Address: 6295 Bridge Ln, Cutchogue, NY, 11935 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 2x6 Rafter @ 16" OC. The roof is sloped at approximately 16 degrees and has a max rafter span of 11' 0" between supports. Design Criteria: • 2017 New York State Uniform Code Supplement (2015 IBC& IRC) • Basic Wind Speed Vult= 130 mph (Vasd = 101 mph), Exposure C • 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, Penn Fusion Engineering LLC F N omiF Andrew D. Leone, P.E. 1 Principal ,y t xD�,b -08169'3 �Q�t`S8tiaP- Penn 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 Jean Lepre Residence PV Installation Date: 8/5/2019 Job Address: 6295 Bridge Ln Cutchogue, NY, 11935 Job Number: 21111-295LEPR 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 Uniform Code Supplement(2015 IBC& IRC) ASCE 7-10 Snow Load: S'= 20 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V)= 130 mph Exp.= C PV Dead Load: DPV= 3.0 psf Al OF NE4, Sincerely, A% g)UKFN� 0� Penn Fusion Engineering LLC * �� Andrew D. Leone, P.E. 4 m w Principal do 08169 L� ROF SS�� A Engineer:JRB _ Date:2/12/2019 Penn FUSION Job:222R-016LE01 E in g i n e e r-i n g Address:742 Evergreen Terrace Springfield MA 2 of 4 Structrure Geometry: Mean Roof Height,hn = 22 ft Eave Height,6 = 18 ft Buiding Length,L = 38 ft Building Width,B = 33 ft Module Area = 20 ftZ Roof Pitch,B = 16 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,Cc = 1.1 Table 7-3 Exposure Factor,Ce = 0.9 Table 7-2 Roof Slope Factor,Cs = 0.90 Figure 7-2c Flat Snow Load,Pf = 13.9 psf Equation 7.3-1 Sloped Roof Snow Loads,Ps = 12.5 psf Equation 7.4-1 Is the width of the roof>20ft? Yes Drift Height,hd = 1.23 ft Figure 7-9 Roof slope for a rise of one,S 3.49 Unbalanced Width = 6.13 ft Fig 7-5 y = 17 pcf Equation 7.7-1 Unbalanced Snow Load = 23.42 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 = C Sec 26.7.3 Topographic Factor,Kzr = 1.00 Equation 26.8-1 Velocity Pressure,qh = 33.69 Equation 30.4-1 ,Edge Zone,a = 3.30 ft Figure 30.5-1 Uplift(0.6W) Zone 1(psf) Zone 2(psf) _Zone 3(psf) GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4=.6 x qh x GCPzone = -16.98 1-31.33 -49.01 Equation 30.4-1 Downward(0.6W) - GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4=.6 x qh x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 " Dead Load: Roof(1): Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 16"OC 2.0 Gypsum 3,0 Misc.(Ceiling,Insulation,etc.) 1.0 _ Misc.(Insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof DL= 11.0 psf Total Wall DL= 12.0 psf Engineer:JRB Date:2/12/2019 Penn FUSION Job:222R-016LE01 �} E 'n g i n e e r i n g Address:742 Evergreen Terrace Springfield MA 3 of 4 Roof(1)Framing Check: Roof Framing = 2x6 Rafter @ 16"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 11.00 ft b = 1.5 in d = 5.50 in Moment of Inertia,Ix = 20.80 in Section Modulus,Sx = 7.56 in Bending Stress,Fb = 900 psi Elastic Modulus,Emm = 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 1.30 1.00 1.00 1.15 PV Tributary Width,Wp� = 3.30 ft PV Tributary Length,Lp� = 4.0 ft PV Tributary Area,At = 13.2 ftZ PV Dead Point Load,PD=Ppvx At = 38 Ib Roof Distributed Load,wDL = 10 plf Load Case: 0.6DL+0.6W (CD=1.6) Roof Zone = 1 Pup=Pnet x At+0.6 X PD X COS(B) = 201 Ib Mb(wind_up) = 539 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2153 psi Mallowable=Sx X Fb'(wind) = 1357 Ib-ft > 539 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnet x At+PD x COS(0) = 165 Ib Mb(wind down) = 712 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu xG XCr = 2153 psi Mallowable=Sx X Fb'(wind) = 1357 Ib-ft > 712 OK Load Case: DL+0.75(0.6W)+0.755 (CD=1 6), Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps At = 158 Ib Mb(wind snow) = 992 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XG XCr = 2153 psi Mallowable=Sx x Fb'(snow) = 1357 Ib-ft > 992 OK Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps x At = 158 Ib Mb(snow) = 813 lb-ft Fb'(snow)=Fb XCD XCLS XCM XCt XCL XCF XCfu xG XCr = 1547 psi Mallowable=Sx X Fb'(snow) = 975 Ib-ft > 813 0K Engineer:JRB Date:2/12/2019 Penn FUSION Job:222R-016LE01 E n g i n e e r i n g Address:742 Evergreen Terrace Springfield MA 4of4 Rafter Attachments:0.6D+0.6W(Zone 21 Puplift=At x Pnet = 391 Ib Connector Uplift Capcity per SnapNRack Test Results = 600 Ib > 391 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 lb > 391 OK Seismic Check: Existing Dead Load: Solar Dead Load: Aroofewstmg = 1254 ftZ Wpanel = 42 lb Wroofexisting = 10032 lb Numpanel = 20 Awallexisting = 2556 ftZ Wpanel_tot = 840 Ib Wwallexisting = 30672 lb Wbos = 196 lb Wtotal = 40704 lb Warray = 1036 lb romcrease=(Motal+Warray)/Wtotal = 41740 *100%-100% = 2.55% ** 40704 **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 Scope 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 • SYSTEM SIZE:7300W DC,7600W AC . ALL WORK SHALL COMPLY WITH NEC 2014,IBC 2015,MUNICIPAL CODE,AND SOLAR MODULES PAGE# DESCRIPTION • MODULES:(20)LG ELECTRONICS LG365Q1C-V5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS SE SERVICE ENTRANCE PV-1 0 COVER SHEET • INVERTERIS): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014 PV-2 0 SITE PLAN (1)NINGBO GINLONG TECHNOLOGIES • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 SOLIS-1P7,6K-4G-US • PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3 0 LAYOUT • RACKING: GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35 PV-4 0 ELECTRICAL SNAPNRACK RL,FLASHTRACK COMP.SEE DETAIL • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 ESNR B MOUNT SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 SP SUB-PANEL SNR A MOUNT PV-5 0 SIGNAGE • (1)GINLONG SOLIS RSD-1G 2 2 RAPID SHUTDOWN • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 • SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II MODULES,ARE CLASS A FIRE RATED LC PV LOAD CENTER ® CHIMNEY • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690 12(1) • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(G) SM SUNRUN METER Q ATTIC VENT • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT • 10 8 AMPS MODULE SHORT CIRCUIT CURRENT FLUSH ATTIC VENT • 16.87 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(a)&690 8(b)] PM DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH INTEGRATED DC ® METAL PIPE VENT INV AC DISCONNECT AND AFCI ® T-VENT pF N� AC DISCONNECT(S) j- pM� SATELLITE DISH A � q DC DC DISCONNECT(S) t Q ® FIRE SETBACKS w, OCOMBINER BOX a HARDSCAPE 2�Fp 087693 INTERIOR EQUIPMENT -PL- PROPERTY LINE p90FESS1p�P� L J SHOWN AS DASHED SCALE NTS PERE AC ALT ERNATING CURRENT s u n r u n AFCI ARC FAULT CIRCUIT INTERRUPTER VICINITY MAP AZIM AZIMUTH COMP COMPOSITION fgreenporl , DC DIRECT CURRENT 54139-ME �s (E) EXISTING ` 15 WARLOTfE AVE,HICKSVILLE NY 11801 ` EXT EXTERIOR cHOHe eos sno saes sliottr`r Ts�anJ- FIRM FRAMING F'ixa°s'na�°u 62956ridgeLane, INT INTERIOR CUSTOMER RESIDENCE LBW LOAD BEARING WALL JEAN LEPRE as MAG MAGNETIC 6295 BRIDGE LN,CUTCHOGUE, Cutcnoque•'a ,' MSP MAIN SERVICE PANEL NY,11935 Maitituck = - -, 9'�3rn (N) NEW NTS NOT TO SCALE TEL(631)875-1945 g Hotio•N. Laurol ,�. `- OC ON CENTER APN#1000-084-00-01-00-006-010 PRE-FAB PRE-FABRICATED BER T NUM PSF POUNDS PER SQUARE FOOT PROJECOJEC NUM 6rtdg'�trninpA PV PHOTOVOLTAIC 2 LEPR Rrvarhoad ','r "- 4�MterPlnl TL TRANSFORMERLESS -6920ex3 TYP TYPICAL DESIGNER . (415580 ) — SouthanySton V VOLTS BRIAN CALDERON - Hampton©aps t W WATTS SHEET (19 REV NAME DATE COMMENTS COVER SHEET Waethompion -- _ REV Al 8/2/2019 - eudclr -.- PAGE PV-1.0 SITE PLAN-SCALE=1/8"=V-0" ARRAYTRUE MAG PV AREA SITE PLAN DETAIL-SCALE=1/64"=1'-0" PITCH AZIM AZIM (SQFT) ® _ AR-01 16° 211° 223' 3161 AR-02 1 16° 211° 223° 1 558 FIRE SETBACKS 6R 0,- (18"TYP) �N (E)RESIDENCE �LOF NFw (E)RESIDENCE �Q 00 MF,y�C �9 (N)ARRAY AR-02 �Op 081893 9oFEsstoaA ° sunrun ° rMP SE SM INV 54139-ME 15 LHMLAl1E AVE,MCKSVOlE NY 11801 FNONE soxsao ue� FAX865 tfi810tl FIRE SETBACKS CUSTOMER RESIDENCE (18"TYP) JEAN LEPRE 6295 BRIDGE LN,CUTCHOGUE, (N)ARRAY AR-01 NY,11935 (N)(1)GINLONG 2 2 RAPID TEL(631)875-1945 APN#1000-084-00-01-00-006-010 SHUTDOWN DISCONNECT PROJECT NUMBER. 211R-295LEPR DESIGNER (415)580-6920 ex3 BRIAN CALDERON SHEET SITE PLAN REV Al 8/2/2019 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME EXPOSURE MATERIAL FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD DESIGN CRITERIA SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES: AR 01 COMP SHINGLE-RL FLASHTRACK COMP.SEE DETAIL SD-00708 2 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 111-01. 16" 3 8' 4'-0" V-31. LG ELECTRONICS LG365O1 C-V5 AR-02 COMP SHINGLE-RL FLASHTRACK COMP.SEE DETAIL SD-00708 2 STORY EXPOSED WOOD 2X6 RAFTERS 2 X 6 8'-2" 16" 3 8' 4'-0" 11-3" MODULE DIMS: 66.93"x 40"x 157"(40mm) MODULE CLAMPS: 14'-3" Portrait 7 9"-15 7" D1-AR-01-SCALE:3/16" 11'.0" { 6'-11" 11'-3" Landscape 0"-4.7" PITCH:16° i 1 I MAX DISTRIBUTED LOAD:3 PSF AZI M.211° I 1'-8" ///L/ SNOW LOAD:20 PSF WIND SPEED: 130 MPH 3-SEC GUST. LAG SCREWS: El 5/16"x4 0"2 5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED SPANS,AND NOTIFY E 0 R OF ANY DISCREPANCIES BEFORE PROCEEDING 17' 13:-7„ —4'TYP— PENETRATION SPACING: FULLY STAGGERED ROW SPACING: 1 00"BETWEEN ROWS COLUMN SPACING: 0 75"BETWEEN COLUMNS 1' 22'-6" sunrun D2-AR-02-SCALE:3116"=1'-0" PITCH:16° AZIM:211' 54139-ME 15 C.HOALOTfE AVE MCKSVILLE NY 11801 RIO"E BOS590508] FAx8A5 t88]OY! 1' 16'-10" —6'-2"—} CUSTOMER RESIDENCE 47JEAN LEPRE 1'6" '6295 BRIDGE LN,CUTCHOGUE, NY,11935 -4'TYP— TEL(631)875-1945 ''Typ:� ' APN P 1000-084-00-01-00-006-010 PROJECT NUMBER ��OF NEyyr 211R-295LEPR � y p/.N � DESIGNER (415)580-6620 ex3 * d Al F BRIAN CALDERON a w� SHEET z LAYOUT FOp<} 081693 � REV Al 8/2/2019 9�FESSt�NP PAGE SEE SITE PLAN FOR NORTH ARROW PV-3.0 120/240 VAC , SINGLE PHASE SERVICE OMETER# PSEGLI 41747013 M ACCOUNT#9625588302 UTILITY GRID 1 EXISTING / 200A MAIN l BREAKER 1 ' EXISTING NINGBO GINLONG 200A (N)LOCKABLE (N)SUN RUN TECHNOLOGIES MAIN BLADE TYPE CENTRON 4G SOUSA P76K-4G-US (1)RSD 22 RAPID FACILITY PANEL AC DISCONNECT METER 7600 WATT INVERTER JUNCnON Box SHUTDOWN DEVICE, pV MODULES LOADS 4 4 4 OR EQUIVALENT NEMA 4x 600V �\ O �., --- 3 2 r 1 LG MODULES LG36501C-V5 (0) _ (1)STRING OF(10)MODULES L (1)STRING OF(1 0)MODULES 40A PV SQUARE SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT �LQF N�yyr BREAKER AT DU222R8 125A CONTINUOUS& 120/240VAC WITH AFCI,RAPID SHUTDOWN O MFT p. OPPOSITE END 12060A,2P 240V METER COMPLIANT `�/.}i� /C OF BUSBAR 200A,FORM 28 !� r t m w a CONDUIT SCHEDULE NOTES TO INSTALLER: Z� # CONDUIT CONDUCTOR NEUTRAL GROUND • 428 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE �ap9 087693 • ADD 40 AMP PV BREAKER TO MAIN PANEL VFESSiON 1 NONE (4)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER • CONNECT THE RAPID SHUTDOWN SIGNAL CIRCUIT CONNECTORS PER (4)10 AWG PV WIRE MANUFACTURER SPECIFICATION 2 NONE (2)18 AWG SIGNAL CIRCUIT NONE (1)6 AWG BARE COPPER s u n ru n WITHIN TC-ER (4)10 AWG THHNrrHWN-2 3 1"PVC OR EQUIV (2)14 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 SIGNAL CIRCUIT 54139-ME 4 1"PVC OR EQUIV 2 WN-2 NONE (1)6 AWG THHN/THWN-2 15 CHARLOTfEPVE HICKSVILlE NY 1tB01 PHONE 8055905081 FA%89526820)2 CUSTOMER RESIDENCE. JEAN LEPRE 6295 BRIDGE LN,CUTCHOGUE, NY,11935 MODULE CHARACTERISTICS LG ELECTRONICS LG365Q1C-V5 365 W TEL (631)875-1945 OPEN CIRCUIT VOLTAGE 42 8 V APN#1000-084-00-01-00-006-010 MAX POWER VOLTAGE 36.7 V PROJECT NUMBER SHORT CIRCUIT CURRENT 10 8 A 211 R-295LEPR DESIGNER (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 BRIAN CALDERON SYSTEM SIZE 7300 W SYSTEM OPEN CIRCUIT VOLTAGE 471 V SHEET SYSTEM OPERATING VOLTAGE 367 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 600 V SYSTEM OPERATING CURRENT 19.9 A REV Al 8/2/2019 SYSTEM SHORT CIRCUIT CURRENT 27A PAGE PV-4.0 INVERTER 1 NOTES AND SPECIFICATIONS &WARNING (&WARNING ° DISCONNECT e e e •SIGNSAND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE 110 21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR • •. •. 19 9 .• IF REQUESTED BY THE LOCAL AHJ. ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD • •• -. �• 367 1 e •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS DO NOT TOUCH TERMINALS IF GROUND FAULT IS INDICATED • 471 • 1■ , e •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR NBRING TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED . z7 .• METHOD AND SHALL NOT BE HAND WRITTEN SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION •LABEL SHALL BE'OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT LABEL LOCATION UTILITY SERVICE ENTRANCE/METER,INVERTERMC INVOLVED THE OPEN POSITION UNGROUNDED AND ENERGIZED INVERTER(S),DC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODE(S)CEC 2016 690 53,NEC 2017 690 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014 690 53,NEC 2011 690 53 PER CODE(S)CEC 2016 690 12,NEC 2014 690.12, •DO NOT COVER EXISTING MANUFACTURER LABELS. COMBINER PANEL OF APPLICABLE) ENCLOSURE OF APPLICABLE) NEC 690 56,IFC 2012 605,11 1 PER CODE(S)CEC 2016 690 17(E),NEC PER CODE(S)CEC 2016 690 5(C),NEC 2014 690.17(E),NEC 2011 690 17(4) 2014 69D 5(C),NEC 2011 690 5(C) &WARNING &WARNING ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES:UTILITY GRID PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC UNGROUNDED AND MAY BE ENERGIZED SYSTEM LABEL LOCATION LABEL LOCATION �L OF N!;yy Y INVERTER(S),DC DISCONNECTS. UTILITY SERVICE METER AND MAIN PER CODE(S)CEC 2016 690 35 P/DO MEN/C 0 (F),NEC SERVICE PANEL `�� 2014 690 35(F),NEC 2011 690 35(F) PER CODE(S)CEC 2016 705 12(0)(3), Q- NEC 2014 705 12(D)(3),NEC 201170512(D)(4) a 1 t m w, &I. WrARNING, QI WARNING '"��, 'v INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM q 081693 DO NOT RELOCATE THIS COMBINER PANEL 90FESStON� OVERCURRENT DEVICE DO NOT ADD LOADS LABEL LOCATION LABEL LOCATION s u n r u n ADJACENT TO PV BREAKER OF PHOTOVOLTAIC AC COMBINER OF APPLICABLE) APPLICABLE) BUILDING SUPPLIED BY UTILITY PER CODE(S)CEC 2016 PER CODE(S)CEC 2016 705.12(D)(2)(3)(b),NEC 2014 705 12(1))(2)(3)(c),NEC 2014 70512(D)(2)(3)(b),NEC 2011 70512(D)(7) ,70512P)(2)(3)(c),NEC 201170512(D)(4) GRID AND PHOTOVOLTAIC 54139-ME SYSTEM - ee • 15C eus�saoAAVF HICKSVI eWll- FAX 845.2602822 e e CUSTOMER RESIDENCE LABEL LOCATION JEAN LEPRE INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, 6295 BRIDGE LN,CUTCHOGUE, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, ® NY,11935 ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS PER CODE(S)CEC 2016 690 31(G)(3),690 31(G)(4),NEC TEL.(631) 175-1945 2014 690 31(G)(3),690 31(G)(4),NEC 2011 690.31(E)(3), A 69031(E)(4),IFC 2012 605.1114 EN# 1000-084-00-01-00-006-010 PROJECT NUMBER PHOTOVOLTAIC AC DIS • 211R-295LEPR •- - DESIGNER (415)580.6920 ex3 • •• • 24ovAb BRIAN CALDERON LABEL LOCATION PV SYSTEM SHEET IAC DISCONNECT(S),NTERCONNECTION PHOTOVOLTAIC SYSTEM POINT OF DISCONNECT SIGNAGE PER CODE(S)CEC 2016 690 54,NEC 2014 69D.54,NEC 2011 69054 LABEL LOCATION POINT OF INTERCONNECTION REV Al 8/2/2019 (PER CODE NEC69056(B),NEC70510 225 37.2302(E)) PAGE PV-5.0 SnOpNrack- Solar Mounting Solutions Series 10Residential Rdof Mduht Syne The SnapNrack Seir'les-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 Fount Systems b®asts unique, .pre-assembled,-'•stainless steel "Snap- In" hardware and Watertight flash attac,hme,its.1this'syste- m is Installed'With a single tool. No cutting or drilling means less rail Waste. It is fully,int°' ate'd ,�lth,bulli-in wire management, solutions for all-roof types, one-sire-fits-all•fe'tures, and cin'-.withstand extreme environmental conditions. ,86doi 10O is Ilsted t®bl= Stand''ard 1�63' for Grounding/Bonding, Fire Classification and Mechanical, Loa-ding. UL 2703 Certification and Compliance ensures that SnapNrack Installers-can 'contihue to,orovide the best in class installationsAn equality, safety and efficiency. ® Appealing design with built-in aesthetics" No grounding lugs required for,modules ®' All bonding hardware is fully integrated • I - t,'y. .S :'"y,''.•,r; :%A`y4,9�,f•,'f.t i�.Ji:'�':� a4 ..�...'nt'.'fA Railsplices bond rails together, no rail - :�r$ -." .:-� :,y - - A T.Irri• ,v."^ - �q •µ,Vi: jumpers required e No drilling of rail or reachin( for other tools required ® P �� �' g yy ��+�ht 1,Innen —�r Class A Fire Rating for 'Type 'I and 2 modules �����;,r..��c=sf�t>:���� a `011_1 - r g �t- � i a .' �. � d.F�^C:+NCJ,Yw'�'�,'�,ndz':M�`'� •'•"S.�i;+�v',ak ;.1"ff rr a"2ZJ 13 f ^-��..ili,A� .`J.f.>C., iras•... i_ .:,f' SystemTeatures include xu k Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling E, u� Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources B Design snapnrack.com/configurator E Where to Buy snapnrack.com/where-to-buy -Sna Nrackni , Solar Mounting Solutions " ;: .� Stainless Bolt with Stainless Steel Bonding Splice Standard Rall Split-Lock Washer' Bolt with Spilt- Insert 015-09816 Lock Washer Bonding Adjustable Q_zEnd Clamp Top /�'Bonding __ Splice q Mid Clamp Base Bonding Adjustable ;'Paondin,End Clamp Bottom Bonding StainlessChannel Nut Channel Nut Stainless Hardware with Bolt with Bonding Adjustable LSplit-Lock Washers Split Lock Bonding Mid Clamp Bonding Standard Washer End 242-o2os3J Rail Splice Ground Lug 24"15 242-02101 12-6 AWG c per Wire E Ground Lug Assembly (ONE REQUIRED PER ROW OF MODULES) - ccr - Universal End Clamp(UEC) Wave -^ UEC Pull Strap {Y �a � - = , -- ^. - �•• _ 9 Stainless Steel Bolt _ UEC Wed e ' with Flat Washer Te J. „G'f-J u>!¢2'fiie4•a�.&`x^f!_ -"8 M+Pa+YY4,T�.+9[f1v;e�. .MmY 12:ni29 . IF IV F, ifIV Universal End Clamp 242,022I5 - - StClamp Clamp r, As4embly t a ------------ Rubber—A" Serrated Stainless channel Channel Nut Rain Collar- Steel Flange Nut Nut Stainless i, Serrated Stainless Flange Nut Mill Finish 1 i Steel Flange Bolt 92 Degree Stainless Standoff L Foot ?'. Flange f"1 Bolt goy All Purpose "! L Foot Mill Finish Standoff Base(1-Hale 'Metal Roof Base Shown)' '. Mill Rnlsh L Faot Base Assembly - L Foot Basee; Flashing Standoff, L Foot Base with Flashing Metal Roof Base 242-921SI 242-9zoso, with L Foot _ - - - 242-02037 ' • • - ' - - , _�-F':r - ,.;r3;' :.,,-s, .;x,„`� -�=✓�,+7' __ -y,�-. „""';.,`.",,"'rJ`,,:,e'ar.-; .:;�,-”�i.2;,Js1;2:.-swr•�,,;-.e^n'=;'x,-;,,.�'7.:�='Jy.;':4z^-.�^..=^.e,-�,x• ^;s,. u--r*-n, -cx �a'.,,u-. 'q"': `,tJ �"��,.'�;i`4_-rr a.1' ,.,g, .;�, .i',. q':i ;'•r:�7'i'�S. q.,:, _ :600,OYSeries a"li�mind° ''��:,�f•��,;�_>',��'• _ a�$,a�"-.. %i'�:.� - r {{ ri r .c ..'"{Mae •;h.''-�'w. psi'.%,t;• - ,i:?,'� r d�•:A �`Y�'�'?`t' ,r! .,r'r+'d,,.t..''.�i}''-'tw., .ft«'., :I :>�-x,.� Galvanizec!''st" �'t'i "�''.'•' ^'�� k., Silver and-black anodized�alumiriurr1��, -.Mill finish on select products Material Finish , • Silver or black coated hardware Note:Appearance of mill finish products may vary and change over time. .".x .... =to .... 6". - - .�L-„.• _ ''� , �C'- .. .,..... v-'>f._:"}m_�"S.,Y.,.__.__.e✓....,u...^`.:°M1'.<,_.r..,,_:.e.......__ u.,.. :;Lt ..M1_ ...-J., - "]� -_ _ - . Snow Loads 0-120 psf ,M1y rod' Y 677-732-28,60 www.snapnrack.com. g contact@snapnrack.com ©2016 by SnapNrack Solar Mounting Solutions.All rights reserved �l°1fItYIl=W1 N�NYY`�V�C°J� ���tN�WIl�IflY�ll sunrun 0 SOIS ' inverters D• D � I D ! I n Ca r � Compact and lightweight design inside a corrosion-resistant NEMA 4X enclosure P- Easy to install and visually pleasing for Indoor or outdoor installations ® Single phase 240Vac and 208Vac output \ 1* 97.5%CEC peak efficiency with an ultra-low start up voltage D Industry-leading 3 and 4 MPPT designs with fast(<5 sec.)MPPT response times r� Industry-leading(100-500Vdc)wide do input voltage range t, Integrated Are Fault Circuit Interrupt(AFCI)option ® RS485 Modbus communication protocol with Wi-FI interface(optional GPRS) ® Web based data monitoring with downloadable Solis Web App. ® 10 Year Standard Warranty with extension options Accessories Data Logging Stick Data Logging Box DLS DLB Manufacturer Ginlong(Ningbo)Technologies Co,Ltd,Ningbo,Zhejiang,P R China American branch 565 Metro PI S Suite 3214,Dublin OH 43017,USA Toll-free- 866 438 8408 1 Email sales@gtnlong corn I sales@gtnlong-usa com V Web www gtnlong com G I N L O N G IModel _ s' Solis-1 POK-4G-US i3 Se11e.1P7K-4G-USi So11s-1P76K-4G-US Se11s-1P8K-4G-US Soils-1 P9K-4G-US I 5olis-1P10K-4G-US Energy source _ PV l d DC Values f• Max power per MPPT(Watts) 4000 4000 J 4000 4000 i 4000 - 4000 Max voltage(Volts) 600 -- Startup voltage(Volts)- � ----.—_--.__----_-_-------120 Full power MPPT voltage range(Volts) _-- 200-500 - 253-500 I 200-500 - 225-500 250.500 Operating MPPT voltage range(Volts) 100-500 Max usable Input current per MPPT(Amps) 10 Max short circuit Input current(Amps) ! '--_- ---_--------- 156 Number of MPPT - -- —--- -- 3----- --- -- ----- --- 4 -- --� -- ----- - Inputs per MPPT � 1 I AC Values Nominal output power 240/208V grid(Watts) 6000/6000 I 7000(7000 7600(7600 8000/7600 9000/8600 10000/9500 Max conhnous ouput power 240V gnd(Watts) 6600 7700 8360 8800 v 9900 — 10000 ----- Nominal grid voltage(Volts) 240/208 Operating voltage range(Volts) — 183-228(for 208V rated)/211-264(for 240V rated) -- - j Operating phase Single Max continuous output current 240/208V(Amps)I 25/288 - 729.2/33.7 F31�7/16.55 33.3/366 37.5/41.33417/459Max overcurrent protection devlce240/208V(Amps) 40/40 40/40 /50�- 50!50 --50/5 I 60/60 Output power factor >0.99 L Grid current THD — THD<3% - DC injection current(mAmps) <20 - Nominal grid frequency(Hertz) 60 Operating frequency range(Hertz) 59.5-60.5 Efficiency IF -� — Peakeffaency _ - - -- 97.8% -- �_—mow--- CEC weighted efficiency I - 975% MPPT effclency >99% Protection —_--�--.- .-_- -_---_-----._--- .-,---. Temperature protection —� � Yes ____--- DC reverse-polarity protection ( Yes AC short circuit protection — — Yes AC output overcurrent protection — Yes Output overvoltageprotecbon-Varistor — Yes Ground fault monitoring - Yes - Grid monitoring — Yes Islanding protection - Yes f Integrated DC switch Yes t Integrated AFCI(DC arc-fault circuit protection) Yes Rapid shutdown - - Yes --- -- FD'.neral data — ..-._-� _.. ensions(W'H'D) -•-�--�- - 13.1'25 8'9.8m -� Weight 43 21b I 43 71b f Topology Transformerless Internal consumption �- — <1W(Night) Ambient operating temperature range--_-i_- _- -- -- ---25*C-60°C/-13°F-140°F -- ------� Enclosure type I i-_ - NEMA4X Noise emission(typical) <30 dBA Cooling concept I Natural convection Max operating altitude without derating I ------ 13120ft(4000m) Designed lifetime I >20 years Compliance — UL 1741,UL 1998,UL 16998,IEEE 1547,FCC Part 15(Class A&B),CAN/CSA C22.2107.1-1 Operating surroundings humidity 0-100%Condensing — ---- ----_ - —. ------- __ it Features I I Connentions { -' 2 knockout for 1"and 1""conduit at bottom,side and back i 4 Display i -------- --LCD,2 x 20 2 —4- - - Interface I RS 485,WIFi/GPRS(optional) - ----l Warranty T— - - 10 Years STD(Extendable to 20 Years) s P LG NSON • 1 LG370QlC-V5 1 LG365Q1C-V5 370W 1365W LG NeON° R Is powerful solar module that provides world-class per- formance A new cell structure that eliminates electrodes on the •®��-�� front maximizes the utilization of light and enhances reliability LG NeONO R Is a result of LI efforts to Increase customer's values beyond efficiency. LG NeON® R features enhanced durability, performance under real ��®•® �- -world conditions,an enhanced warranty and aesthetic design suitable for roofs. ® ♦®�®•� C&US CE 1,x�s, r,,P r SII Features Aesthetic Roof Extended Product Warranty 25y ©� LG NeON°R has been designed with LG has extended the product warranty of the -� aesthetics In mind.the lack of any electrodes LG NeONa R to 25 years which is top level of on the front creates an Improved,modern the Industry aesthetic Better Performance on a Sunny Day More generation per square meter ® # LG NeON° R now performs better on sunny The LG NeON®R has been designed to �- days,thanks to Its Improved temperature significantly enhance its output,making it coefficient. efficient even In limited space. About LG Electronics LG Electronics is a global big player,committed to expanding its operations with the solar market.The company first embarked on a solar energy source research program in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry and materials industries In 2010,LG Solar successfully released its first MonoXo renes to the market,which is now available in 32 countries The NeON®(previous MonoXo NeON),NeON°2,NeON®2 BiFaclal won the"IntersolarAWARD"in 2013,2015 and 2016,which demonstrates LG Solar's lead,innovation and commitment to the industry fA4k LG LG- NeONOR 1 , LG370Q1 C-V5 I LG365Q1 C-V5 General Data Electrical Properties(STC*) Cell Properties(Matenal/Type),----- W„•_,MoflOCtystaUlrte/IV-brptf Model __ _ LG370Q1C-V5, 11 ,LGSQIGVS CeU Maker -'- LG - Maximum Power(Pmax) .-»_ u [� 370 365 CeOCmtfiguratlon _, _ _ 60Ce0s(_6x10) MPPVoltage,(Vmpp) M _37.0 E 36.7 Module,Dimensons(LxWxH)~. � _ 1,700rmnx1A16mm%40mn»WPW MPPCunnt mPP)W�•� (A] -10A1 -„- j 995 _ v Weight 17.5 kg OpenCircwtVoltige(Voc o-5Y [V] 4213 428 _ W _ _..»..._ _ Glass(Thldcness/Material). 2,8mm/Tempered Glass wMARCoaCmg Shor CircuitCurrent(Isc:6%) (A] 1022 1080 Backsheet(C61or) White _„ Modulo Cffiei0nry 'U] 21A 21.1 Fa.... tenial) �_ _-_ _ _A_nodrzed_Alumrmum •�_ PowerTolerance .- ['Y __O•.y3 Junction Box(Protectlon Degree)' W IP68 with 3 Bypass Dbde3 •STC(standard Teat condition):Irradiance 1000 w1no CeliTa nwarure 25°C,AM I.S Cables(Length) 1,O00mmxX4 w Connector(Type/Maker) MC4/PVC Operatina Conditions OperatingTemperaturec 40-y90 ».�»...»., Certifications and WarrantK MaxiimuinsysternVohaga - _[V] E %D00 IEC 61215-1/-1-1/2:2016,IEC 617304/22016 Maximum Series Fuseflating [Af 1 _ 20 UL 1703 JMechanialTest_Load(Fmnt)_ ',- (Pa_/psf] ,y40_0/113 1509001,15014001,15050001 "MechanialTestLoad(Rear) � [Pa%psfJ � 4000l83S - _ OHSA518001,PVCYCLE °TostLoad-Design xSafety Factor(1S) Salt MistCorrosionTest _ _ „IEC6170120129werity6 „ "AmmoniaCorrosionT.s I „ IEC 62716:2013 Packaging Configuration ,Module Fire Performance,_- Typa 1 ;Nu'mber 6f Modules Per Pallet FiraRattng yeP „ '`' Class C(UL 790) - .[�j 25 a Number of ModulesPer40ftHQContainer' a[EA]4 650 ,ProdueLWtrromy, ».».._......»....._. . __.,..,...W_._..,._•..,_.�.»......_......�......•_._ ..._ 750x11 x._.».r..,»».. h Packaging Box Gross Wei h , 1 �,20 1,221w» „„„., _,_„»,_,.,,„,,, ,•, Packs in BoxDlmensions 0`utputWarrarltyoPPmalr ;' UnearWarran _... „g't [Jrg] 473 •1)FUstyear,93% 2)After Istycar03Y°annual degradation 3)25yogw,909% W w- Tem erature Characteristics ”NMor•' :_,° -I'TT 44*3 Dimensions(mm/inch) -0,24 _.__....-_-._.. _.»_.... 1018.0/40.0 O,037 w„ 8976.0/38.4' ra-n.n.a-nio_. •NMOT orcinalModule0peraGngTemparature):Irradlanc0800W/m',AmbiemtemperaurceZO'C, o-ornHoles �17s•oie.e ao.oil.s7 Wird speed 1 m/s,Spectrum AM 1.5 Groune,rg rmlaa Electrical Properties NMO Model _ LG370Q1E-V5 - LG365Q1C-VS- uau'trnp Ho1�• 1-1 '1 Maximum Power,(Pmax)'_..y» _[VI/J �. 279 275--�._- MPP Voltage(Vmpp)': - M 36.9 _ _ 3”_ 7.55 OpengrcurtV6ltage(Voc), ,[V) 40.3 402 P” Short Clicuif Cumem:(Isc)A.- [A] 8,71 8,70 m° 0, e j 6.0. Y ) oDy m rv_ aj . -V Curves n of of gi of ma �t 12 t to= 10 800W 8 c 6ww m m 6 b c o G7 o e 4 � � �400W m N � Li - 2 OA 10.0 20.0 30.0 40.0 -Voltage[V] - --- - - LGElectronics Inc Product specifications aresubjeutochamp wthoutnotice Q��/ ------5olarBusmesTOwisOn---- -- --- —LG365-370QIC-V_US-VerQI pd - - Millbrook Dmre Lifes Good Uncolnshire,IL 60069 O 2019 LG ElecUor6cs,All rights reserved 7J www Ig-solarcom