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SUE aF TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND.SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46824 Date: 9/15/2021 Permission is hereby granted to: Umana, Jose 51750 Route 25 Southold, NY 11971 To: install roof-mounted solar panels on existing accessory garage #1 as applied for per HPC approval. At premises located at: 51750 Route 25, Southold SCTM #473889 �*O���� (�� A i--PR-p—(� Sec/Block/Lot# 63.-6-4 1 Pursuant to application dated 5/21/2021 and approved by the Building Inspector. To expire on 3/17/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 ding Inspector FIELD INSPECTION REPORT DATE COMMENTS ►e FOUNDATION(1ST) y ------------------------------------ P FOUNDATION(2ND) z 1 ROUGH FRAMING& `. PLUMBING H INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 . Z • rn • ®l� CA � C z x H 4 DocuSign Envelope ID.FAA91AD4-68B4-4A9A-95BF-D60D63CF7EB2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 hLtps://www.southoldtow Date Received APPLICATION FOR BUILDING PERMIT "a . For Office Use Only PERMIT NO. Building Inspector: JAN 2 o 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCT M#1000- Physical Address: .51 -750 M c"' v-L Re(— 5o 04-o /.t, --7 Phone#: Email: T/ 23) OD l� Mailing Address: V. CONTACT PERSON: Name: Mailing Address: V' Email: Phone#: -3,53 .— DESIGN PROFESSIONAL INFORMATION: Name:, Mailing Address: Phone#: .SY. Email:. CONTRACTOR INFORMATION: Name: Dpi —;D/V 5c) J ho _f Mailing Address: Xa Pal -7� -4, Ay IVY Phone#: 5-/16 98 -7& Email !11151" SO 4f K--f 0 0/7'0 DESCRIPTION OF PROPOSED CONSTRUCTION El New StructureAddition ElAlteration ❑E]Repair DDemoli Estimated Cost of Project: 00 -ther 0 n AA qa Will the lot be re-graded? E]Yes 0 NoWill excess moved from premises? E]Yes E]No N14 t DocuSign Envelope ID:FAA91AD4-68B4-4A9A-95BF-D60D63CF7EB2 PROPERTY INFORMATION Existing use of property: �— n �: r Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print pa�71e1:._. I'}� Syr �� uthorized Agent ❑Owner Signature of Applicant: %I! r- Date: STATE OF NEW YORK) SS: COUNTY OF ) 94 r t/ S(J, 6 P' �l being duly sworn,deposes and says that(s)he is the applicant (Name of indivi uaal/s)g ng contract)a}a ve named, (S)he is the ,f1' �� .,e).4e & JJ2DLi �``i (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day oflF% '�✓ �/ ,20 r�'0 otary Public CHRISTOPHER TOAMANTANO PROPERTY OWNER AUTHORIZATI®O'ARY PUBLIC-STATE OF NEW YORK (Where the applicant is not the owner) No.01 TR6265544 Qualified in Nassau County lose Umana My Commission Expires 10-12-2024 I, residing at � )'7 5EO 94'6n ed �0 V 0,0l c /4Jn�y do hereby authorize "`U 4_v Jele to apply on my behalf to the Town of Southold Building Department for approval as described herein. Doc nedb 12/19/2020 Owne I WUiG473... Date lose Umana Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 5,2021 TO: Mary Schmeling(Umana) 265 Sunrise Highway#1-173 Rockville Centre,NY 11570 Please take notice that your application dated January 20,2021: For permit:to install roof-mounted solar panels on(2)accessory garages at: Location of property: 51750 Main Road, Southold,NY County Tax Map No. 1000—Section 63 Block 6 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Authorize ign Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark our Unigt,e Mariella Ostroski,Chairperson `�y�� i' �r°'s� Town Hall Annex Anne Surchm,Vice Chair SOUTHOLD � � 54375 Route 25 Joseph McCarthyL1°+' PO Box 1179 Fabiola Santana N � o Southold,NY 11971 = vl Z Allan Wexler o9 ��0 ���' Telephone: (631)765-1802 Tracey Dwyer,Administrative Assistant RESERVATION southoldhpcksoutholdtownny.gov Town of Southold Historic Preservation Commission May 20,2021 RESOLUTION #05.20.21.3 Certificate of Appropriateness RE: 51750 Main Road,Southold,NY,SCTM#1000-63.-6-4 Owner: Umana,Jose RESOLUTION: WHEREAS, 51750 Main Road, Southold,NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicant submitted a proposal to install roof mounted photovoltaic system panels on(2)existing accessory garages as applied for,and, WHEREAS, the applicant presented commissioners with an outline of the project during a pre- submission conference on April 15, 2021, and, WHEREAS, a public hearing was held on May 20,2021,where the applicant submitted final drawings of the scope of work and outlined the project for the commission,and, NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner McCarthy SECONDER: Commissioner Santana AYES: Ostroski, Surchin,McCarthy, Santana and Wexler RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Tracey L.Dwyer,Ap ication Coordinator for the Historic Preservation Commission Date: May 21,2021 t�4 f0 ILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD N 3 Awn Hall Annex- 54375 Main Road - PO Box 1179 . S�Q Southold, -New York 11971-0959 ape (631) 765-1802 - FAX (631) 765-9502 _south oldtownny.gov - seand(aD-southoldtownny.gov APPLIC ON FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -7- �/ Company Name: L-0 n �s laA, 5a 1 ✓ SOIL) hv, Name: J p 11 �, Tb H-e-4— License No.: &/I, 3 - MC email: a kA s, Phone No: Q6- &g- gg-7 f, ❑ request an email copy of Certificate of Compliance Address.: NVl 1 -1 ary JOB S1TE ]INFORMATION (All Information Required) Name: J 0 S-e U, Address: O 9-d-- Cross Street: Phone No.: S�ilr, 31- (Q C Bldg.Permit#: email: j j-c Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) I igS7�t-1( Y-po �fo <,, G-VI-e--L Check All That Apply: Is job ready for inspection?: ❑YES ❑NO [:]Rough In ❑Final Do you need a Temp Certificate?: [-]YES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑.Underground ❑Overhead # Underground Laterals ❑1 2 H Frame❑Pole Work done on Service? ❑Y ❑N; Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx - - 1 Rll�t'b'•3� ;; �� >, < <:... 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We received a voice mail that an additional fee of$200.00 is due. Enclosed is our check for$200.00 for the permit. Please mail the permit to us at the above address. If you have any questions or further information is required, please contact us at 516-353-5360. Thank you, Mary Schmeling Complete Expediting (516) 353-5360 info@completeexpeditina.com www.completeexpeditina.com { i N/F THE FIRST UNIVERSALIST CHURCH OF SOUTHOLD SOUTHOLD UNION FREE SCHOOL cm S 74*50'00"E CHAIN LINK FEN E�N%0 PROP, LINE �aM A��A O F a °NOvcnn uc ,m to DISTRICT #5 �J O 0 39.2' C4 O 0 I N A O plTt�'v � z 0.1 1.7' 20.2' k 0 7 M FRAME FRAME a: 41 I N RESIDEN GARAGE N #RAGE o FRAME 3CE � W) M 20.7 CVAWM h iv N w F 27.7 n R--.4r GARAG n O Nz �p Qt✓ Om pv&T- RtvEWAY 2 9.6' ASPHALT CON j 24.2' Z CATCH alsw N N 74'50'00"W STOCKADE FENCE S-oUTH OF PROPERTY UNE 330.00 N/F THE FIRST UNIVERSALIST CHURCH OF SOUTHOLD w wl�rro THEressaM roa Mr�av TNEauvvr:r 19 PRVWRM AND DNM AD MF70?W FORMERLY BOOTH nnECO~,GOVEIMI MTALA00 CY, roDEACFTFEl&WL11VQI07m/TxanL . cuvawiEesAMEMormAr�utr+Ae�ero ADD//TLMW.ksrrrwio+rsawsea9earovronwv�s , S7A7YEYI9A 49CMATAM�9EL7KaM 7XICG ' TMENEW IVAKSWEEDUGTMLAW. ccpmcF7wsurkrwaworsE4Rm SURVEYED: 21 JULY 2005 THE LAW SL*r&W WEMBOSSEDSML S94U NOTRE0NLSCoaW TO REA VAUD ME SCALE 1"= 40' COW.. SURVEY OF DESCRIBED PROPERTY AREA = 25,081 S.F. OR SOUTHOLD, TOWNS OF SOUTHOLD 0.598 ACRES SUFFOLK COUNTY, ,;N.Y.' SURVEYED BY SURVEYED FOR:, ROMANELU BROTHERS LLC STANLEY J. 1SAKSEN, JR. • , P.O. 80X 294 NEW OLK. N.Y. 11956 TM# 1000-063-06-004 i 63+44T5835GUARANTEED TO: ROMANELLI BROTHERS LLC PECONIC ABSTRACT, INC. ND VEYOR NYS Lic. No. 49 3 05R 1424 i t �V AP R VED AS NO D QR DATE:, B.P.# v FEE: �� BY: NOTIFY-.BUILDING DEPARTMENT AT 765-1902-:',8 AM TO 4 PM FOR THE FOLLOWING,INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.' ROUGH - FRAMING & PLUMBING 3: INSULATION .4.',FINAL - CONSTRUCTION MUST BE COMPLETE FOF ;;.0. 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 H6 i BOARD 4GIJ - VWV-T&USTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAT OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED 3oo0 E.Birch Street Shite 201 Brea„CA 92821 4 Ph:844--783-5483 DATE: 07-22-2021/Rev A FOR: YourSolarPlans, Inc. JOB: Umana, Jose 3000 E. Birch St 51750 Main Road Suite 201 Southold, NY 11971 Brea, CA 92821 USA To Whom It May Concern This letter is to certify that we have performed a structural analysis of the existing roof members that are to support photovoltaic panels, as shown on the attached report. The calculations were performed in accordance with NDS 2018, ASCE 7-16, and 2020 Residential Code of New York State. Our analysis was based on the following design criteria: Ground Snow(psf) 25 psf Sloped Snow(psf), reduced per ASCE, Sect. 7.4 23.78 psf Basic Wind Speed (mph): 135 mph Roof Slope: 18 degrees The PV module orientation: Portrait The maximum horizontal roof mount spacing: 4 ft. The maximum vertical roof mount spacing: 3.292 ft. Staggered roof mounts required? Yes Based on this analysis,we can certify that the individual existing roof framing members that support the PV panels; and the individual roof members as described in the attached report; are adequate to support the design loads as required by the various codes. This includes Dead Loads (including the weight of the PV panels), Live Loads, Snow Loads, and Wind Loads, on the roof members that support the PV panels, combined as required in the codes. If you have any questions on this or need further clarification, please contact us at your convenience. �,OF NEyyy COPS A' Sincerely, James A.Adams, li S.E. NOTE: 1. Prior to commencement of work, the Solar Installer shall verify FESS 10��' that the roof framing sizes, spacing, and spans (between supports), are as noted in these plans. The Engineer of Record must be notified if any discrepancies are discovered, before proceeding. 2. These plans are Stamped for Structural Code compliance of the roof members that support the PV solar system only. 3. These plans are not stamped for rain water leakage prevention. 4. As a precaution, old or wet snow should be removed from the roof, if the snow builds up to 18"or more. d Date of Report: 07-22-2021/Rev A Job Name: Umana, Jose Data Input by: Kevin Nguyen Job Number: UMANA Contact E-mail: kevin@yoursolarplans.com Job Address: 51750 Main Road Contact Phone: 7148721728 Southold, NY 11971 ABSTRACT Job Information This Report is based on Engineering calculations Data Input By: Kevin Nguyen using the input data supplied by the user, listed Job Number: UMANA under Current Input Data. The user input has not Job Name: Umana, Jose been independently reviewed by a licensed Job Address: 51750 Main Road Professional Engineer for appropriateness or City, State: Southold, NY 11971 accuracy, unless Stamped by a P.E. This Report indicates Compliance/Non-Compliance with the Current Input Data reference Codes listed below. The following items have been checked for Code Compliance: Payment Method Invoice Roof Type Sing leSpanRafters -Load Combination#1: Ceiling Type 1/2 gyp. Bd. Wind Uplift on the Standoff attachment to Collar Tie Space 0 the Roof Framing members: Wind Uplift- Coverage % 33.6 0.6 * DL Solar Frame Size 2x6@16 Ground Snow(psf) 25 -Load Combination #2: Sloped Roof Snow Load (psf) 23.78 Supporting Rafter Strength with: DL Rf+ Lag Screw Diam. (in) 5/16 DL Solar+ Roof Live Load Lag Screw Embed. (in) 2.5 Overall Span (ft) 34 -Load Combination#3: PV Weight(psf) 3 Supporting Rafter Strength with: DL Rf+ PV Module Orientation Portrait DL Solar+Wind Down Rafter Span (ft) 14 Rail System 2Rail -Load Combination #4: Supporting Rafter Roof Mean Height(ft) 15 Strength with: DL Rf+ DL Solar+Snow Roof Slope (degrees) 18 Roofing Type Comp. Shingle -Load Combination#5: Sloped Ceiling No Supporting Rafter Strength with: DL Rf+ Max. Horizontal Roof Mount(ft) 4 DL Solar+ .75Wind + .75Snow Max. Vertical Roof Mounts (ft) 3.292 Standoff Staggered Yes -Load Combination#6: Check Additional Wind Exposure C Seismic Load Wind Speed (mph) 135 -Load Combination #7: Supporting Rafter Strength with: Wind Up-0.6 *(DL Rf+ DL Solar) STRUCTURAL CALCULATIONS FOR PV INSTALLATION Prepared for . , SOLAImBOOFmCNECK YourSolarPlans, Inc. 3000 E. Birch St, Suite 201 Brea CA, 92821 =` USA t 818-939-8098 USER: Kevin Nguyen COMPANY NAME: YourSolarPlans, Inc. SRC JOB ID: 28865 JOB REPORT DATE: 2021-07=22/Rev A " JOB NUMBER: UMANA JOB NAME: Umana, Jose JOB ADDRESS: 51750 Main Road Southold, NY 11971 OF NEWy Gj A. ,qp 0'f� 1 _ F s1 6 � FESS f I i } i j Program Version: 2020-05-08:7 Contact: Support@solar-Roof-Check.com Phone, 844-783-5483 i , Page 2 of 10 USER INPUT: 1. Ceiling Type := 1/2 gyp. Bd. 2. Collar Tie Spacing ,(ft) ;= 0 3. Roof Coverage % := 33.6 4. Roof Framing Size ;= 2x6@16 5. Ground Snow "(psf) := 25 '6. Vertical Snow Load on slope (psf) 23.8 7. Lag Screw Diameter (in) .= 'd 5/16 S. Lag Screw"Embe"dment '(in) .= e ;= 2.5 9. Overall Span (ft) := 34 .10. PV Weight (psf) DLpv := 3.00 11. Rafter Sloped Span (ft) Lr := 14 1'2. Rail System := 2Rail '13. Roofing Type := Comp. Shingle 14. Roof Mean Height (ft) h := 15 '15. Roof Slope (degrees) ._. := 18 16. Roof Structure Type Sing leSpanRafters 17. Sloped Ceiling? := No .18. Sfh = RF Mount Horizontal Spacing .(ft) := 4.00 19. Sfv = RF Mount'Vertical Spacing (ft) := 3.29 20. RF Mount Staggered Yes 21. Wind Exposure .= C 22. Wind Speed (mph) V 135 23. Lpv=PV Length (in) 79 24. 'Wpv = PV Width (in) = 39 25. Gables Hip, or Flat/Monoslope := Gable Roof 26. Roof Overhangs Yes 27. Sr- Rafter Spacing (ft) 1.33 28. PV Orientation Portrait 29. Elevation Above Sea Level (ft) Elev := 25 Page 3 of io FORMULA SYMBOLS:' TAfp := Tributary Area to RF Mounts-.with Portrait PV 0rie.ntation (sf) TAO Tributary Area to RF Mounts .with Landscape PV Orientation (sf) IAr Tributary Area to'Rafters (sf). laf P,ress_ure.Equalization-Factor:for.'RF Mounts with' Portrait-PV-Orientation rYaf Pressure Equalization Factor far RF Mounts ' ith- Landscaoe'PV Orientation for Pressure-_EquaIlzation'Facto,r:for Rafters- pifp Design Wind Pressure to RF Mounts With Portrait-PV Orientation - Zone 1 (psf) p2fp Design Wind Pressure tb, RF Mounts with` Poftrait PV brientation - Zone, 2 (psf) pill, Design Wind Pressure to. RF Mounts With. Landscape .P.V Orientation -.,Zone 1 (pso p211 Design,Wind -Pressure t0.RF.M6unts 1Nith:LandSC ue PV.Orientdtion - Zone 2 (psf) prep Design Wind.'Pressure" to Rafters (psf) Prdn Design Wind Pressure Down to Rafters '(psf) GGCpl External Pressure. Coefficient-for RF Mounts - Zone -1 (depends an TA Fastener) GCp2 External Pressure Coefficient for RF Mounts - Zone 2 (depends'on TA Fastener) GCpup := External Pressure Coefficient; Wirid Un for Rafters' (depends on'TAr) GCpdn := External Pressure Coefficients -Wind Down for Rafters (depends on TAr) s Snow on, Roaf"(psf) RF Mount Horizontal Spacing (ft} sfv RF Mount Vertical Spacing :(ft} Sr .= Rafter Spacing (ft) Lpv PV"Length (ft) wpv PV W id th (ft) Lr Span of Rafter (ft) IE Edge Array Factor • Page 4 of 10 Dead Loads (D,L): #. psf. Roofing = 2.20 Ply 1.50 Rafter = 1.50 Miscellaneous (Mist) 1.00 Clg. 301sts = 0.65 Insulation (Instal) 0.50 Ceiling = 2.20 FlatCeilina DLtc:=.:Roofing + Ply + Rafter + Misc (psf) 6.20 DLbc-= CId]olsfs + hiatal. + Ceiling (ps;f) = 3.35 wDLtc-=" DLtc.x Sr (pl.f) 8.27 Sloped Ceiling DLtc=DL.tc + Insul, + Geliiig (ps.f) NIA wDLtc=DLtc x Sr (plf) .= NIA DESIGN CRITERIA ASCE REFERENCE Risk Category-II Table 1.5-1. Importance Factor Table;1,5=2' I = 1.00 Basic Wind Speed ,Fig,°26.5=1 b.; V ,= 135 Wind Directionality Table 26:6=1- Kd 0.85 Exposure Category: Sect. 26,7.a_ .= C Topographic Factor Sect. 26;8 Kzt = 1.00 Elevation above'Sea Level Table 26,9=1 Ke 1.00 Velocity Pressure Exposure Coeff. Table-26.10-1 Kz ,= 0.85 Velocity Pressure -Eq. 26.1071 ".qh.=.00255 x KZ* .x-Kzt X Kd JC Ke'.X V2 :=33.68 Edge Array FaciDr .Sect. 29.4,4 1E (Zone::i) =1.a IE (7-one2) PV Pressure Equalization Factor Fig,:29,4-8 la. ,= 0.71 • Page 5 of:1'0. RF MOUNT- Wind UP Pressure (Note:"Divide TA by 2 for 2 Rail System) Portrait Orientation: .ASCE REFERENCE TAfi .--' Sfh )e Lpv 13.17 F. 29.478 la :7 0.71 Fig. 303=2* Zdhe 1;, GCpl 2.00 , Eq. ,2'9.4 7 P.-I f = qh x,GCTI'x IE:x^fa = 48.13 Fig. 30.37444 zdnd 126': GCp2e = 2.50 Eq..-29.4-.7 -P2e f =- 'qh.x GCp2e x IE x la 90.25 Fig. 303-2'- Zdrie Ir,.- GCp2r 2.83 Eq-29..4-,7 P2rf =qh x GCp2r X'^YE x'Ya 102.13 Landscape Orientation: ASCE REFERENCE TAO = Sfh.'k Wpv N/A Fig. 29A-8 la N/A Fig. 30.31-!!V` Zon'd If -.GCpi N/A Eq.29.44-7 PIf = q1I x GCpj x-jE k^ja N/A Fig._ 30.,3-2Zdne ',26:- GCp2e N/A Eq. 29.4-7 P2ef = qh x GCp2e X-IE x-fa N/A Fig. 30.3--2* Zone 2r; GCp2r N/A Eq.29.,4-.7 P2rf =qh x-GCp2r-x IE X la N/A *NOTE-. For Flat and Monoslope Ro' bfs, refer to Figu6es'30.3-5A and 30.3-513 I • Page 6 Of.1.0. RAFTERS- Wind UP Pressure ,ASCE REFERENCE, TAr = Sfh x Lr 56.00 Fig. 29.4-:8 'Yar 0.46 Zone 1: GCpup Fig. '39,37'.2* 1.04 Eq. 29.4-7" -Prup =-. qh5<GCpjjpk-YEX'-Ya 16.03 RAFTERS- Wind DOWN Pressure ASCE REFERENCE TAr!= -Sfh x Lr = 56.00 Fig. 29.4-8 lar 0.46 Fig 30. 3 -T Zone 1: GCpd 0.36 -,7 Eq: 29.4-!7 Prdn = qhxGC-pduxIEx ^Ia = 16.00 LOAD COMB. #I: WIND UPLIFT ON RF MOUNTS (0.6DL.- 0.6.Windbp) '(Cd =1.6). t=.Withdrawal Capacity (lb/Inch) t 235.00 W= Total Withdrawal Capacity940.00 W Cd-x t-k e -W ZONE I T �<'(0'6 ' Plf—u.6 -DLPV x cos 0 357.72 Y A:f x x x deg)) % =W x 1001,01f 262.8% .Co-de Compliant if is equal to or more than 100% p, ZONE 2e P,:= TAf x 0.6 X P2ef 0,.6 x DLpV x cos(O x deg)) 690.46 % = W X 1001P2d 136.1% dode'Compliani if % -is equal to or more than 10';b'% ZONE 2r P TAf x (0.6 X'P2rf 0.6 x DLpV x cos 4x de 784.30 % = VV X I OOIP2rf 119.8% Code'Compliant if P/b is equal to or more than 100% ;Page-7 bf 10 LOAD COMB. #,2:'=Oh Raifte'r'sDL RF','+ DL SOLAR+'-RFLL'fcci=i.2-.S,)'with.-LL 20-00 W-:=UkST PIf 26.67 =TAfkDLpv 39.50 5. L ebs 398.87 ............. 4.25 -P c 2 MOO– WDL&x ,p x x 8 LL .5pAns <,;10..o ft � "((W kcds�(0) N/A MLL. X.W LL :Spans =x_;10:4 ft L F.1 229.05 -2xw sM,x 2.02 627.92 -ik M DL + LL c .Ab x(�dLL iC t 1�k c X100 .-It,!equal to.or more'than .100% Code to"mpliant,`OK! 375.0% Z+rLOAD COMB.,#3:'On Rafters, ,Zone's 'PL'Rf +'PL::.S,oIar.+-Wind Down 'Mr x (0.6 x Pd,,+PL-pv x cosu) 163.97 181 L M " -1092.83 3' (e x deg)+ 63 x wDLt,,x x COS a Fb x Cd wind x Cf ,xCxCLS 2.74 SXX 100 — <[ If equa I tic) -or more-than,'100016 Code.66mpjjant :b' k"I' 275.8% sr Page 8 of 10 'LOAD COMB. #4: On Rafters DL Rf + DL Sola+r ,+ Snow (C-d=1.15.) S:=SlqP0.d Roof Snow Load (100) 23.78 P4:=TAf x(DLpv x S) 352.60 M4:= WDL,,,x L+P4;K L X COS =2033.73 8 a. 12 Sr . _M4 X Fb x Cqs,,o W x Cfx X Cr X CLS 7.10 S�,X 1010 �«If equal toot more than "100% code:corn'pllant, 6k! 106.5% LOAD COMB. #5: On Rafters, Zone .1 DL Itf + bL"S- olar + .715Wind + '.7.5.S"now (Cc1=1.6) S:=Sloped ROW Snow Load (p§f) 23.78 P TA x ,+. x.5) xcos +'TAfx .'75O6 355.70 x . f (DL79- eOPrdn L2 X cos,(e) 2145.49 K5:=(wDLtc,:k 8 +P5X L) 12 Sr N5 5.38 Fb x CdWj,0 X Cfx X C,X CLS 'S�,X 100 equal to or more than .100% .Code .Compliant, OK! =140.5% Sr LOADING COMB. #6-.- -CFIECK SEISMIC LOADING: C=COVERAGE'01\1 ROOF Existing DL:-= DLRf + Walls Walls'= 5,5 psf = 15.05 ProposedDL:=ExistingbL + bLsolar'k 16.06 ProposedDL <If equal to or more than 106/b Coe Seism!cIncrease--100x - 1001< d6.7% Existh7gDL Compliant, OK!, SEISMIC SUMMARY: EXISTING BUILDING PROVISIONS Section 1113.3- Exceptions: 1. The addition complies with the_ requirements for new structures. 2. The addition does not increase the seismic force by more than 10%. .3. The addition does not decrease the seismic resistance of any structural element. < .L� A, 'Page 9 of 10 LOAD-COMB.. #7p On Rafters, ZONE 1 (0:6)(DL RF + DL SOLAR) " WINDUP (CD=1.6) P7':= TAf x(0.S X prop—0.6 X DL pu X COSB) = 104.13 2 M7 P7 X a —W©Ltc X 8 X Cos(e X deg) ;= 456.13 S :-M X i2 = 7 FbxCdwindXCf,,XC,XCLS .– 1.14 o SXX 10.01 <GIF EQUAL TO OR MORE'THAN-1000/oCODE Sr COMPLIANT, OKI! .= 660.8% LIMITS .OF SCOPE OF WORK AND LIABILITY Note: 1. Prior to commencement of work, the Solar Installer shall verify that :the roof framing sizes, spacing, and spans (between supports), are as noted in these documents. The Engineer of Record must be notified if.any discrepancies-are discovered, before proceeding. 2. These documents are Stamped for Structural Code compliance of the roof members that support the PV solar system only. 3. These documents are not stamped for rain water leakage prevention. 4. Asia precaution, ,old or wet snow should be removed from the roof, if the snow builds up to 18" or more. S. Existing .deficiencies which are.unknown and not observable due-to their being Concealed inside walls or sandwiched behind gypsum board ceilings at the time of inspection are not included in the scope of work. These calculations are only for the roof framing which .supports the new PV modules. These calculations do -not include a complete lateral analysis of the building, nor a prediction of the life expectancy of the .existing building. Page 10 of 10 Appendix Table 3 represents-the maximum Moment (M = PL/a) resulting from point loads (RF Mounts), forany spans (L) listed. a = 2.55 TABLE 3 The Moment Factor"a"for a 2 Rail SystemH The Moment Factor"a"for a Railless or Shared Ra System Staggered Unstaggered Staggered -Unstaggere�d Length Portrait Landscape Portrait Undscape Length Portrait Landscape' Portrai-t Landscape L 4-60 31-50 rt J-32 2.�O L=V 5.00 5..00 5.00 5.00 440 2� 3.00,:' 01 L=7' .3.60 2.84 2-95 Lz7l 4.50 4.50 4.50 AA9 4. 20, X67,:, 16, 146: _2 -Aox L 91 3.0 .2.59 2.34 1.44 L=q,9 4.00 4.00 i -4.06 µY 3.11 'UW L=11! 177 2-25 '2-04 IA9 §L=iV 4.00 4.00 L 13' 2-61 1.88 1.74 0-90 L 131 4.00 3.87 3.35 1.98 1A 168 1.50 0.86 L I5' > 4.00 3.32 '.2.88 1.79 4, M� L 17' 2-43 .1.45 1.31 0.76 L=1 '- 71 4.00 2.74 2-.36 1.57 L=19' 138 1.24 1.17 0.68 L 19' = 4.00 2.46 -2-18 1.38 'L 1.22 1.14 1,06 0.62 L 2V 4.00 2.28 2.06- 1.Z `7:77- - F J 1,1:0 6�i REFERENCES: LATEST EDITION Duration Factors Section Modules -Size Form Factor Cdwind 1.6 Sx 7.56 S2x12,:= 31.640 Cf2x2 1.5 U4 4 = I.-S Usnow:= 1.15 S2x2 0.563 S4x4 7.150 Cf2x4 1.5 Cf4x6 1.3 CdDL := 0.9 S2x4 3.063 S4x6 := 17.650 C.f2x6 1.3 Qf4x8 1.3 cdLL := 1.25 S2X6 7.563 S4x8 := 30.660 Cf2x8 1.2 -Cf4kio : 1.2 CLS 2.00 S2x8 13.140 S4xlO 49.900 C6xio: 1.1 Cf4x" 12 : 1.1 I Fb = 1000 1 S2xlo 21.390 S4x12 73.800 1 Cf2xl2:,= 1.-0 r.ESIDENTIAL ,Q () LAP PH ()T01/0LTA1 (' � >. rr r 51750 MAIN RD , SOUTHOLD, NY 11971 , USA :SURF CLEAN ENERGY 42 MODULES-ROOF MOUNTED - 16.80 kW DC, 12. 18 kW AC SURF CLEAN ENERGY 111 SMITHTOWN BYPASS SUITE#207,HAUPPAUGE, SHEET INDEX NY 11788,USA PHONE NO.:(866)631-7873 PV-1 COVER PAGE PROJECT NAME&ADDRESS PV-2 GENERAL NOTES PV-3 PLOT PLAN PV-4 ROOF PLAN & MODULES A Z) PV-5 ATTACHMENT DETAIL � �; PV-6 ELECTRICAL LINE DIAGRAM Q PV-7 WIRING CALCULATIONS PV-8 PLACARDS Z 0 PV-9+ EQUIPMENT SPECIFICATIONS z :D Q �— r w � z U) Q O h o 1141) J -7 O x ' ` Lo U) SHEET NAME Ac COVER PAGE SHEET NUMBER 3 PV-1 Signature with Seal FGrecnport LE� �• �`�" v QS`` � 2HOUSE PHOTO sheltlif island a eigh 25; PV-1 SCALE: NTS A U G 1 3 2021 ` GOVERNING CODES 5.175(} Y'77 Road; shelter. BUTLD WZG DEPT- `'j I I p ALL WORK SHALL CONFORM TO THE FOLLOWING CODES Tit.sj T gy 10 L Pe &C = EQUIPMENT SUMMARY 1. 2020 RESIDENTIAL CODE OF NEW YORK STATE 2. 2020 BUILDING CODE OF NEW YORK STATE 42 HANWHA SOLAR Q.PEAK DUO L-G7.2 400 (400W) MODULES 3. 2020 PLUMBING CODE OF NEW YORK STATE i 42 ENPHASE : IQ7PLUS-72-2-US (240V) INVERTERS. 4. 2020 MECHANICAL CODE OF NEW YORK STATE 01 ENPHASE IQ COMBINER 5. 2020 FUEL GAS CODE OF NEW YORK STATE ' S `Y 01 AC DISCONNECT 6. 2020 FIRE CODE OF NEW YORK STATE t 7. 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE 8. 2020 EXISTING BUILDING CODE OF NEW YORK STATE 1 VICINITY MAP 9. NEC 2017 NYS UNIFORM CODE SUPPLEMENT 10. ANY OTHER LOCAL AMENDMENTS PV-1 SCALE: NTS T GENERAL NOTES THE INSTALLATION OF PV SYSTEM SHALL BE IN ACCORDANCE WITH THE MOST • WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY RECENT NATIONAL ELECTRIC AND BUILDING CODES AND STANDARDS, AS INTERCONNECTION, THE BREAKERNSHALL BE INSTALLED AT THE :SURF CLEAN AMENDED BY JURISDICTION OPPOSITE END OF THE BUS BAR OF THE MAIN BREAKER. E N E R GY • PV SYSTEMS SHALL BE PERMITTED TO SUPPLY A BUILDING OR OTHER • WHERE GROUND-FAULT PROTECTION IS USED, THE OUTPUT OF AN STRUCTURE IN ADDITION TO ANY OTHER ELECTRICAL SUPPLY SYSTEM(S) [NEC INTERACTIVE SYSTEM SHALL BE CONNECTED TO THE SUPPLY SIDE OF SURF CLEAN ENERGY 111 BYPA 690.4(A)] THE GROUND FAULT PROTECTION [NEC 705.32] SUITE#207,OHA PPA GE, • THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING AND • ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF NY 11788,USA INTERCONNECTION SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS NATIONAL ELECTRICAL CODE. LABEL SHALL BE METALLIC OR PLASTIC, PHONE NO.:(866)631-7873 [NEC 690.4(C)] ENGRAVED OR MACHINE PRINTED IN A CONTRASTING COLOR TO THE PROJECT NAME&ADDRESS • EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATIONS PLAQUE. PLAQUE SHALL BE UV RESISTANT IF EXPOSED TO SUNLIGHT. U) INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC • ALL THE NEC REQUIRED WARNING SIGNS, MARKINGS, AND LABELS SYSTEM. SHALL BE POSTED ON EQUIPMENT AND DISCONNECTS PRIOR TO ANY • INVERTERS, MOTOR GENERATORS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT. PANELS, AC PHOTOVOLTAIC MODULES, SOURCE-CIRCUIT COMBINERS, AND • CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE. CONNECTORS Z CHARGE CONTROLLERS INTENDED FOR USE IN PV SYSTEMS SHALL BE LISTED THAT ARE READILY ACCESSIBLE AND OPERATING AT OVER 30 VOLTS, < Z r- OR FIELD LABELED FOR THE PV APPLICATION [NEC 690.4 (B)] NOMINAL, MAXIMUM SYSTEM VOLTAGE FOR DC CIRCUITS, OR 30 VOLTS Q • ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED (OR BETTER), FOR AC CIRCUITS, SHALL REQUIRE TOOL TO OPEN AND MARKED "DO LU 2 Z INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT L 0 • ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN INTERRUPTING". [NEC 690.33(C) & (E)(2)] O C J ACCORDANCE WITH NEC ARTICLE 250. • FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY WITH I` O • SYSTEM GROUNDING SHALL BE IN ACCORDANCE WITH NEC 690.41 TERMINALS, LUGS, DEVICES, OR CONNECTORS IN ACCORDANCE WITH j = • FOR PV MODULES, EQUIPMENT GROUNDING CONDUCTORS SMALLER THAN NEC 110.14 j 6AWG SHALL COMPLY WITH NEC 250.120(C) [NEC 690.46] • WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL BE • PV SOURCE CIRCUIT, PV OUTPUT CIRCUIT, INVERTER OUTPUT CIRCUIT, AND MAINTAINED PER NEC 110.26(A)(1), 110.26(A)(2) AND 110.26(A)(3). O 0 STORAGE BATTERY CIRCUIT CONDUCTORS AND EQUIPMENT SHALL BE • ALL EXTERIOR CONDUITS, FITTINGS AND BOXES SHALL BE RAIN-TIGHT PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 240 [NEC AND APPROVED FOR USE IN WET LOCATIONS PER NEC 314.15. SHEET NAME 690.9(A)] • ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE GENERAL NOTES • OVERCURRENT DEVICES RATINGS SHALL BE NOT LESS THAN 125 PERCENT OF TESTED, LISTED & IDENTIFIED IN ACCORDANCE WITH UL1703 SHEET NUMBER THE MAXIMUM CURRENTS CALCULATED IN 690.8(A). [NEC 690.9(B)] • EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION PV-2 • PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID POINT PER MANUFACTURER'S REQUIREMENTS. ALL SOLAR MODULES, SHUTDOWN FUNCTION IN ACCORDANCE WITH NEC 690.12 EQUIPMENT, AND METALLIC COMPONENTS ARE TO BE BONDED. IF THE Signature with Seal • PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS LOCATION EITHER ON THE OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S NEAREST THE POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS [NEC RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING 690.13(A)] ELECTRODE. • ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH NEC 690.31 • DC CONDUCTORS SHALL BE RUN IN EMT AND SHALL BE LABELED, • CONNECTORS SHALL REQUIRE A TOOL TO OPEN AND BE MARKED "DO NOT "CAUTION DC CIRCUIT" OR EQUIV. EVERY 5 FT. DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING". [NEC • CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE PRIOR TO 690.33(E)(2)] CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER • ALL GROUNDED CONDUCTORS SHALL BE PROPERLY COLOR IDENTIFIED AS VOLTAGE OPERATIONAL RANGE. WHITE. [NEC 200.61 • SERVING UTILITY TO BE NOTIFIED BEFORE ACTIVATION OF PV SYSTEM. • THE OUTPUT OF AN INTERCONNECTED ELECTRIC POWER SOURCE SHALL BE • ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS CONNECTED AS SPECIFIED IN NEC 705.12(A), (B), (C), OR (D). AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. • THE HOMEOWNER IS RESPONSIBLE FOR ENSURING ALL EQUIPMENT OUTSIDE THE SCOPE OFWORK IS NEC COMPLIANT. -MODULE TYPE, DIMENSIONS & WEIGHT N NUMBER OF PANELS IN ARRAY=42 MODULES MODULE TYPE = HANWHA SOLAR Q.PEAK DUO L-G7.2 400 (400W) MODULES MODULE WEIGHT= 51.80 LBS/23.5 KG. SURF CLEAN MODULE DIMENSIONS = 79.33"X 39.37" =21.69 SF ENERGY UNIT WEIGHT OF ARRAY = 2238.60/903.00 =2.48 PSF SURF CLEAN ENERGY 111 SMITHTOWN BYPASS SUITE#207,HAUPPAUGE, NY 11788,USA PHONE NO.:(866)631-7873 PROJECT NAME&ADDRESS Q U) Q 0 (E)200A MAIN SERVICE PANEL TIED Z TO EXTERIOR UTILITY METER (E) FENCE c Z (42) ENPHASE: IQ7PLUS-72-2-US G (240V) INVERTER D Q z — — — 330'-0" � z — — — — PROPERTY LINE W (n O 0 n J 0 O ~ O �/ } 1-STORY — - --(if Ld — j = _ cn O oN Z O co r fn m ROOF ACCESS POINT s i o f I U o SHEET NAME m —— — — \� s o C� PLOT PLAN m I f -- - - - - - - - - --i-+ EXISTING -< SHEET NUMBER DRIVEWAY -- -- - - - - - I PV-3 m _ Signature with Seal PROPERTY LINE — — — 339'-3" — –'--- — R F#1 R F#2 I (20) HANWHA SOLAR Q.PEAK DUO (22) HANWHA SOLAR Q.PEAK DUO L-G7.2 400 L-G7.2 400 SLOPE:18° SLOPE:18° AZIM.: 182° AZIM.:268° NOTES: SAFETY PLAN: NEAREST URGENT CARE FACILITY -SCALE AS SHOWN - INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME NAME: 1 PLOT PLAN -ALL DIMENSIONS IN FEET - INSTALLERS SHALL UPDATE NAME, ADDRESS, AND PHONE NUMBER OF ADDRESS: PV-3 SCALE: 1/32"=1 UNLESS OTHERWISE STATED NEAREST URGENT CARE FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK PHONE NUMBER: BILL OF MATERIALS ROOF DESCRIPTION N EQUIPMENT QTY DESCRIPTION ROOF TYPE COMP SHINGLE SOLAR PV 42 HANWHA SOLAR Q.PEAK DUO L-G7.2 400ROOF(400W) MODULE AZIMUTH RAFTERS RAFTERS SURF ;C L EA N MODULE MODULE TILT SIZE SPACING INVERTER 42 ENPHASE:IQ7PLUS-72-2-US(240V)INVERTERS. #1 18° 182° 2"x6" 16"o.c. #2 18° 268° 2"x6" 16"o.c. EN:ERG.Y IQ COMBINER BOX 1 125A ENPHASE IQ COMBINER+WITH BUILT IN RGM, NEMA 3R SURF CLEAN ENERGY FUSED AC 1 LOCKABLE MAIN SERVICE DISCONNECT(FUSED) 111 SMITHTOWN BYPASS DISCONNECT 240/120 V 10,3W 60A S NEMA 3R SUITE#207,HAUPPAUGE, ATTACHMENT 78 IRONRIDGE L-FOOT ATTACHMENTS NY 11788,USA RAILS 4 IRONRIDGE XR100 RAILS 132" PHONE NO.:(866)631-7873 RAILS 18 IRONRIDGE XR100 RAILS 168" PROJECT NAME&ADDRESS RAIL SPLICE 16 SPLICE KIT U) MID CLAMPS 76 MID CLAMPS END CLAMPS 16 END CLAMPS/STOPPER SLEEVE GROUNDING LUG 4 GROUNDING LUG Q 0 z rn ROOF#1 C<C z -I I (E)200A MAIN SERVICE PANEL (20) HANWHA SOLAR Q.PEAK DUO G Q }„ TIED TO EXTERIOR UTILITY METER L-G7.2 400 2 z 713 O (E) UTILITY METER SLOPE:18° LU (N) FUSED AC DISCONNECT AZIM.: 182° (42) ENPHASE: IQ7PLUS-72-2-US U)z C)(N)JUNCTION BOX (240V) INVERTER rn O 1" EMT CONDUIT RUN IN ATTIC (N) 1-1/4"PVC UNDER GROUND � 0 D O (N) IQ COMBINER BOX CONDUIT 40' (TRENCHED) L z Z) SYSTEM LEGEND /� rn n / __ _- e -_ �O) 200A MAIN SERVICE PANEL&POINT OF � ==f�'' �-{'� SHEET NAME 1 7m �:! ! ,1 ' ! !! i- _ f- 11 INTERCONNECTION.TIED TO EXTERIOR _ I ;= _w UTILITY METER ROOF ACCESS POINT >e _ e _ _r= ROOF PLAN & (� NEW PHOTOVOLTAIC UTILITY DISCONNECTrn N 1-1/4"PVC UNDER GROUND SrF ;= -" �� SWITCH.LOCATED WITHIN 10'OF MSP. (N) 4 _ _ ._ 70 MODULE NEW DEDICATED PV SYSTEM COMBINER z CONDUIT 120'(TRENCHED) (N)78-IRONRIDGE L-FOOT (N) IRONRIDGE XR100 - J (rnn SHEET NUMBER LCD PANEL. rn ATTACHMENTS @ 48"OC RACKING SYSTEM 'I ;,�, v' Pv-4 1= - 42 NEW HANWHA SOLAR Q.PEAK DUO L L-G7.2 400 MODULES WITH NEW 42- ; rn Signature with Seal ENPHASE IQ7PLUS-72-2-US INVERTERS, z MOUNTED ON THE BACK OF EACH MODULES. ® =FIRE PATHWAY IF NYo rn E10 =ROOF OBSTRUCTIONS A. A�q �'� ROOF#2 * * (22) HANWHA SOLAR Q.PEAK DUO L-G7.2 400 ® =ATTACHMENT POINTS SLOPE:18° --- =RAFTER AZIM.:268° 2 r • =RACKING SYSTEM 2 =EXTERIOR RUN sl -- =ATTIC RUN NOTES: ARRAY DETAILS: PANEL TYPE: HANWHA SOLAR -SOLAR PANEL LAYOUT SUBJECT TO CHANGE TOTAL ROOF SURFACE AREA: 2709.33 SQFT. Q.PEAK DUO L-G7.2 400 1 ROOF PLAN & MODULES ACCORDING TO EXISTING CONDITIONS TOTAL PV ARRAY AREA: 910.56 SQ FT. PANEL SIZE: 79.33"X 39.37" -SCALE AS SHOWN PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY NUMBER OF PANELS: 42 Pv 4 SCALE: 1/32"=1' -ALL DIMENSIONS IN FEET UNLESS OTHERWISE STATED AREA/TOTAL ROOF SURFACE AREA) * 100 = 33.60% SYSTEM SIZE: 16.800 kW PV MODULE -SURF CLEAN ENERGY SURF CLEAN ENERGY Ill BYPASS SEE (2/PV-5) FOR SUITE#207,OH UPPAUGE, NY 1188,USA ENLARGED VIEW 0c; PHONE NO.7(86)631-7873 F NEWO @�6 (E) SINGLE LAYER OF PROJECT NAME&ADDRESS co A. qOy �- �,���s COMPOSITE SHINGLE Q -- 1"2 ho Z R� sl Q Z W 2 Z 1 ATTACHMENT DETAIL 0 Lo o PV-5 O L PV MODULES O (n IRONRIDGE INTEGRATED SHEET NAME GROUNDING & END/MID CLAMP SHEET NUMBER IRONRIDGE XR100 RAIL PV-5 Signature with Seal N, (E) SINGLE LAYER OF COMPOSITE SHINGLE 2"x6" RAFTERS @ 16" OC 5/16"X3" SS LAG BOLT WITH MIN 2%2" THREAD EMBEDMENT, ALUMN. "L" BRACKET SEALED PENETRATION W/3/8" SS BOLT & NUT IRONRIDGE L- FOOT DETAIL 2 ATTACHMENT DETAIL (ENLARGED VIE" PV-5 (42) HANWHA SOLAR Q.PEAK DUO L-G7.2 400(400W)MODULES (2) STRINGS OF 10 MODULES CONNECTED IN SERIES STRING & (2) STRINGS OF 11 MODULES CONNECTED IN SERIES STRING. :SURF CLEAN ENERGY SURF CLEAN ENERGY I 11 SMITHTOWN BYPASS ENPHASE Q CABLE WITH SUITE#207,HHAU PAUGE, #6AWG EGC NY 11788,USA PHONE NO.:(866)631-7873 PROJECT NAME&ADDRESS RC 1 2 C1000 01 9 10 I D ---------- TO UTILITY GRID C Z BI-DIRECTIONAL UTILITY C 1 2 CIORC 0 0 9 10 i M 120V/240V METER 1-PHASE, 3-W LU G z (4)#10 AWG THWN- +2 RED (n O Q (4)#10 AWG THWN-2-BLACKLn J L - - - -- _ - - _ (1)#10 AWG THHN GND LINE SIDE TAP O O _ � 3/4"EMT CONDUIT L _ -----_---- (N) 125A ENPHASE IQ (E) MAIN SERVICE �- COMBINER+ PANEL,200A RATED,240 � - - - - --�- - - -- - - -t-- -) WITH BUILT IN RGM, NEMA 3R O CIRCUIT#3 JUNCTION BOX ^ (E) MAIN BREAKER TO co 1 2 0 0 0 10 11 600 V, NEMA 3 HOUSE 240 V,200A/2P (N) LOCKABLE MAIN ^ SHEET NAME UL LISTED 10A SERVICE (TOP FED) ELECTRICAL LINE 20A ^ DISCONNECT(FUSED) ^ DIAGRAM 240/120 V 10, 3W ^ SHEET NUMBER - - 20A 100A S NEMA 3R ---------- PV-6 20A 70A (— _ �— G Signature with Seal j 2^ — — 1 2 CIRCUIT 10 11 0 G-- ENPHASE ENVO GEC- i-(3)#4 AWG THWN-2 _ (1)#8 AWG THHN GROUND 3/4"EMT CONDUIT GROUNDING ---------- 1-1/4"PVC UNDER GROUND ELECTRODE SYSTEM CONDUIT—120' (TRENCHED) 1-1/4"PVC UNDER GROUND 42-ENPHASE: IQ7PLUS-72-2-US CONDUIT—40' (TRENCHED) SERVICE INFO UTILITY PROVIDER: N/A MAIN SERVICE VOLTAGE:240V MAIN SERVICE PANEL: 200A 1 ELECTRICAL LINE DIAGRAM MAIN CIRCUIT BREAKER RATING: 200A MAIN SERVICE LOCATION: NORTH PV-6 SCALE: NTS SERVICE FEED SOURCE: OVERHEAD MENNEN AC CONDUCTOR AMPACITY CALCULATIONS: SOLAR MODULE SPECIFICATIONS FROM ROOFTOP JUNCTION BOX TO LOAD CENTER MANUFACTURER/MODEL# HANWHA SOLAR Q.PEAK DUO L-G7.2 400 (400W) MODULES AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT SURF CLEAN PER NEC 310.15(B)(2)(c): + 22° VMP 41.23 ENERGY EXPECTED WIRE TEMP (°C): 31' +22° IMP 9.70 TEMP CORRECTION PER TABLE 310.15: 0.76 VOC 48.96 SURF CLEAN ENERGY #OF CURRENT CARRYING CONDUCTORS: 8 111 SMITHTOWN BYPASS CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a): 0.70 ISC 10.19 SUITE#207,HAUPPAUGE, CIRCUIT CONDUCTOR SIZE: 10 AWG MODULE DIMENSION 79.33"L x 39.37"W x 1.26"D (In NY 11788,USA CIRCUIT CONDUCTOR AMPACITY: 40 A Inch) PHONE NO.:(866)631-7873 PROJECT NAME&ADDRESS REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): INVERTER SPECIFICATIONS Q 1.25 X MAX AC OUTPUT CURRENT X#OF INVERTERS PER STRING (j) CIRCUIT#1  : 1.25 X 1.21 X 10 = 15.12A MANUFACTURER/ MODEL# ENPHASE IQ7PLUS-72-2-US CIRCUIT#3  : 1.25 X 1.21 X 11 = 16.63A NOMINAL OUTPUT CURRENT 1.21 - NOMINAL OUTPUT VOLTAGE 240 VAC Q O ti DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.15 z or) TEMP CORR. PER NEC TABLE 310.15 X Q Z CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a)X PERCENT OF NUMBER OF CURRENT CIRCUIT CONDUCTOR AMPACITY= 0.76 X 0.70 X 40 =21.28A VALUES CARRYING CONDUCTORS IN EMT 0 .80 4-6w 2 Z .70 7-9 .50 10-20 U) c) AC CONDUCTOR AMPACITY CALCULATIONS: FROM LOAD CENTER TO MSP AMBIENT TEMPERATURE SPECS T- m RECORD LOW TEMP -150 EXPECTED WIRE TEMP (°C): 31° AMBIENT TEMP (HIGH TEMP 2%) 310 D TEMP CORRECTION PER NEC TABLE 310.15: 0.94 CONDUIT HEIGHT 0.5" 0 CIRCUIT CONDUCTOR SIZE: 4 AWG ROOF TOP TEMP 53° U) CIRCUIT CONDUCTOR AMPACITY: 85A #OF CURRENT CARRYING CONDUCTORS: 3 CONDUCTOR TEMPERATURE RATE 750 SHEET NAME CONDUIT FILL PER NEC 310.15(B)(2)(a): 1.00 WIRING REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): CALCULATIONS 1.25 X OUTPUT CURRENT OF LOAD CENTER SHEET NUMBER 1.25 X 1.21 X 42 =63.52 A PV-7 DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.15: TEMP CORR. PER NEC 310.15 X Signature with Seal CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a)X CIRCUIT CONDUCTOR AMPACITY= 0.94 X 1.00 X 85 = 79.9A ELECTRICAL NOTES: 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG. NOTES AND SPECIFICATIONS: ® SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY ',L SHOC,K HAZA ® SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. SURF CLEAN ® • NOT •UCH TIERMINAL SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING ENERGY TERMINALS • c•TH SIDE EFFECTIVE WORDS, COLORS AND SYMBOLS. .MAY BE ENERGIZED IN THE LABEL LOCATION: LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR SURF CLEAN ENERGY OPEN,POSITION'. DUAL.,".. INSTALL ON EACH INVERTER. WIRING METHOD AND SHALL NOT BE HAND WRITTEN. •• • PER CODE:NEC 2017 690.56(C) 111 SMITHTOWN BYPASS LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE SUITE#207,HAUPPAUGE, AND SOLAR ' POWER MAY ENVIRONMENT INVOLVED. NY 11788,USA SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT PHONE NO.:(866)631-7873 LABEL LOCATION: - ® SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. PROJECT NAME&ADDRESS INSTALL ON EACH PV AC DEVICE, DO NOT COVER EXISTING MANUFACTURER LABELS. Q PRODUCTION METER,UTILITY METER PER CODE:NEC 2017 690.17(E),705.12(B)(3) ,UAL ,• SOLARWER SUPPLY D • M 7 BREAKER IS:BACKFED ^ - • • Q .&W • ® %'SYSTEm LABEL LOCATION: z 0 Q INSTALL AT PV CIRCUIT BREAKER Z • ME LABEL LOCATION: WHEN BACKFEEDING C • . • - • INSTAL ON EACH PV AC DEVICE PER CODE(S):NEC 2017 690.64, G • PER CODE:NEC 2017 690.56(B) 705.12(D)(2)(3)(B) mvA7#y@ Z QNGROUNDED A14D MAY B.0 Lij U) O 0 LABEL LOCATION: HoT® n O Ln _I INSTALL ON EACH INVERTER. O PER CODE:2017 NEC 690.35(F) . r LABEL LOCATION: U') INSTALL ON PV SYSTEM DISCONNECTING MEANS PER CODE:NEC 2017 690.13(B)ZtWARNINGA� 'O'^ VJ •UTPUT CONNECTION SHEET NAME - PLACARDS LABEL LOCATION: • •LAR - OUTPUTTER SHEET NUMBER • - • ADJACENT TO PVBREAKER(IF BUILDING SUPPLIED BY UTILITY GRID PV-8 APPLICABLE). . BREAKERS .. AND PHOTOVOLTAIC SYSTEM • • . . L6ADS Signature with Seal LABEL LOCATION: N INSTALL COMBINER 1 PER CODE:E:NEC 2017 690.64, 705.12(D)(2)(3)(C) ® • (E) UTILITY METER LABEL LOCATION: (N) FUSED AC DISCONNECT INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,AT EACH TURN,ABOVE AND BELOW PENETRATIONS,ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE:NEC 2017:690.31(G)(3) (N) LOAD CENTER Z PHOTOVOLTAIC AC DISCONNECT El MAXIMUM AC OPERATING AMPS NOMINALOPERATING AC VOLTAGE: (E) MAIN SERVICE PANEL 1 LABEL LOCATION: AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE:NEC 2017:690.54 LABEL LOCATION: POINT OF INTERCONNECTION MECHANICAL SPECIFICATION SURF CLEAN -- Format 2015 Mm 1000 mm x 35 mm(iticluding frame) sa)gnl 23.5kg ENERGY _ _ «=; -"""" - •;-=g`�""' - t Front Cozer 32 mmthernv➢y pre-stressed"glass with anti reflection rac_hnology Backcavar Composite 01 SURF CLEAN ENERGY Frama Anodised alummium x 111 SMITHTOWN BYPASS _ = - Cell 6x24monocrystalfneO.ANTL'Nlsolarhallcells r0 SUITE#207,HAUPPAUGE, M 3unctton box 53-101mm x32-E0mmx 151£mm NY 11788,USA Proiectionclass lP67with bypass dlades PHONE NO.:(866)631-7873 Gable 4mm?Solarcable,(+)>_1350mm•I-)z1350mmLI PROJECT NAME&ADDRESS Cannector St8ubllMC4.Evo2:IP68 VJ n ELECTRICAL CHARACTERISTICS TCP BRAND PY. )POWERCLASS'` -385 . -390 ,395 400 405- TOP B A MINIMUM PERFORMANCE AT STANDARD.TEST CONOtTIONS,STC'(POWER TOLERANCE+SWI-D W) Q 1 � • Y� `�"- ' pcvrrat MFpr PP__ '[4V] 385 390 395 .400 406 z 0) 1017 2018' 209 9: A , -`ZA96 ShortCtrcuttCurcer3° Isr_ I] 10.05 10.10 1014 1019 20_3 Q E F Open Circuit valtage-1 VW `[V) 48.17 48.44 48.70 48.96 -4922 � z r •' Currant at MPP I,n [A] _9.57 9.61 9.E6 '9.70 9.75 f "> t��E115 Voltage at MPP V'_ m 40:24 40,57 40:90 1.23 4156 a r" -rno:scmrr Eflklonayi [ ] x19.1 219.4 >19.6 >199 2201 z P,7tiiJlMUrvtPERFCFRMAP.'GEATr-0RMAI.OPERATiF:GCONRITI03tS,NEn? Uj �kT�€ +�.«�;✓ Pctar at ha. P,� 288.3 292,1 •295.8 299.5 3032 O LQ E ShortClicultCurren? I_ [A] :810 814- 8.17 821 824 /n O ' J c Open Circuit Vol iaga Vnc [V) '45.42 45.67 45.92 4617 46.41 Cutrent at reiPPI�: [AI: .753 757 7.60 764 7.67 O VoltbseatrAPP V,s, '.M 3829 38.60 38.92 39.23 -39.54 �- 'MaesLQerS�ntttlerances P�aa=3Y;.I ;Vs:?StiaISTC:10004 JFm°-,252°C,APA 15accading to lEC"60904-3-=800h�l/mt,NMCT,sP`=crrutn AM 1.5 L 1 LOW ELECTRICITY GENERATION COSTS ;;Q CELLS PERFORMANCE WAR RANTY PERFORMANCE AT,LOW IRRADIANCE r 3.�0 ------- Higher yield per surface area,lower 8QS'costs,higher power 1-- -'- =-- AtnNgetrassfiysaas%r.oThrerotaisnnhtearlpmos�x.Dr.i4s� a yclasses,and andffrclercyrateofupto20.3%. ux_. rr degrader�npetvac Atleas[93i- ;�l-wm--- �--. of rominatpowar ugtale',lsra.At I--_-ti ,----�-- ) V/ -[ INNOVATIVEALL-WEATHER TECHNOLOGY s = -- least 85pornominal pcwerupta Optimal yields,whatever the weather with excellent 25ve�. -- - --=1 SHEET NAME I I t t• low-Ilght:and temperature behaviour. 2 All data wlthinmeaswaurvsnfinler- EQUIPMENT loses.Full warranties In noocsdance. a with the tvgnantytemsorthe ��° SPECIFICATIONS ENDURING HIGH PERFORMANCE a CELLS satas&6anlsit'onofydtr - `,.:r:�ie .m a; eespecttvacournry. s TyplciA«o UC Long-term rrw°�ti module d ndertavinaaneeconditbnsln SHEET NUMBER ..c.,' �� :-• Technol6gy!,Hot-Spot Protect and Traceable Quality Tra.@QTMcomparison to STC conditions(25"C. (25°C 1000winr).3 x 'TEMPERATURECOEFFICIENTS - a P\/ V _9 EXTREME WEATHER RATING Temperature Cottfffektnt all,, q [%JK] «0.04 TemperntureCoofffcfent of Vac 0 I%IK] -027 High-tech alunlnium alloy frame,certified for Tempera:uro Coefficient of P�,. y [%/K] -0.35 Normal Madute Operating Tamparatum NMOT rci 43-3 Signature with Seal *17 high snow(5400 Pa)and wind loads{2400 Pa). PROPERTIES FOR SYSTEM DESIGN N' A RELIABLE INVESTMENT Ma5dtruj to systam Voltag•_ V«v, [V) 1500(IEC)/1500(UL) Safety Class II 4 { J Inclusive 12-year product warranty and 25-year Maximum Reverse Current I4 [A) 20 Fire Ruling based on ANSI JUL±703 C/TYPE 1 linearerformance warranty2. N P y-- ltax.Das;gnLoad,Pusn/Puu [Pa] .3600Jifi00 Permitted -40°C--85°C ttax.Te tLoed,Push/Pull IPa] on continuous Duty 9 STAT E OF THE ART M ODULE TECH NOLOGY ° Q.ANTUM DUO combines cutting edge cell separation QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION a and innovative wiring with Q.ANTUM Technology, IEC 612 .mie;IEC'6173D•2ol6,Appicstbnctefiu; Numberol'ModulesperPtlhet 30 � This data'sheet compiles with DIN EN 50:O. 'APTtCat coMitlora cordingmlECfT56280:=-1:?015,rr�thotlB(-1500 V,188h) ///��� Number of Patiainpsa Trailw(241) 24 See data sheat on rear tot further imormsticn. .OVE C Number of Pal-Ma per 40'HC-Conta:ner(25 t) 22 e A. Palle,Dimensions(LxWxy) 2074x1130x117Dmm. panetweight 761kg Note-Installation lretnitjhons must be followed.Bob[he Installation and opdiratin j mwiiirl ci cmtactour technical service department for further Infornmtlon on approved inslaUlai and use of this product. _q THE IDEAL SOLUTION FOR: Madotnchlna Rooftop art ayaon G(omd-mounted y'y, Blue Sheat conmerclatlindustrlat solar power plants HanwhnaCFltCAusVaOa Ply Ltd - - 4. v buicings p�K Sumal.Level 1,15 ,,Nonh Sydney,NSW 2060,Australia I TEL+6110)2901630331 FAX+61(0)2 901630321 SMAIL cl-calls-ausuAla0cl-eel5.com I WEB w%-M.q-CeEs:comtau CELLSEngineered in Germany Cz CELLS Engineered in Germany SURF CLEAN ENERGY Data Sheet Enphase IQ 7 and IQ 7+ Microinverters SURF CLEAN ENERGY Enphase Microinverters INPUT DATA(DC) IQ7-60-2-Us Ig7PLus-72-2-us 111 SMITHTOWN BYPASS Region:AMERICAS Commonly used module pairings' -_V 235 W"-=350,W t _� 235 W-446_W_+;' � ! SUITE#207,HAUPPAUGE, Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules NY 11788,USA Maximum input DC voltage48,V 60 V I PHONE NO.:(866)631-7873 Peak power tracking voltage 27V-37V 27 V-45 V PROJECT NAME&ADDRESS Min/Max start voltage 22V/48V 22 V 160 V < Maz DC short oircuit current(module tsc) - �15 AA" � 15 A h-ase The high-powered smart grid-ready overvoltage class DC port _ 11-� _ 11Enjo n. DC port backfeed curPent� 0 A - "" 0 A- Enphase IQ 7 Micro and Enphase IQ 7+Micro --- - — - _ - PV array configuration 1 x 1 ungrounded array:No additional DC side protection required; IQ 7 an 7+ dramatically simplify the installation process while AC side protection requires max 20A per branch circuit 0 ®g ® achieving the highest system efficiency. OUTPUT DATA(Ac) IQ 7 Microinverter IQ 7+Microinverter Q 9 ro 9 ` e rs Peak output power - _� y 250 VA. � _ N .295 VA `. -v a MI Part of the Enphase IQ.System,the IQ 7 and Maximum continuous output power ^240 VA 290 VA 7 Nominal(hLL)�voltage/rangez �240V/. L IQ 7+MICfOIrlVerterS integrate with the Enphase 211-264V 183_229V 211-264V,: ." 183-229_V i G IQ Envoy ,Enphase IQ Battery'",and the Enphase Maximum continuous output current-` 1.0 A(240 V) 9.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) D z Enlighten'monitoring and analysis software. Nominal fregoency� __ {_ _® _ A bo HZ - '6o HZ` � - _ _ Y"- :_j w Extended frequency range 47-68 Hz 47-68 Hz _ IQSeries MICf0111VerterSextend the reliability 'ACshortcircuitfaultcurrentover3cyc'les _5.8Arms " - " S.i3Arms - �_ ��- 0 0 Maximum units per 20 A(L-L)branch circuit' 16(240 VAC) 13(208 VAC)) 13(240 VAC) 11(208 VAC)_ LO J standards set forth by previous generations and :OvervoltageclassACport undergo over a million hours of power-on testing, AC port backfeed current OA 0A _ -Fowerfactor'setting_ _� _�_ 1.p__�_>_. �0 �i enabling Enphase to provide an industry-leading YPowerfactor(adjustable) -� __ 0.85 leading 0.85 lagging ��0.851eading...0.851agging� �Y µ L warranty of up to 25 years. EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6% - 97.6_9" :- 97.5% 197.3 CEC weighted efficiencyT- 97.0%_ �-97.0% 97.0% ~- 97.0% MECHANICAL DATA -Ambient temperature range -40°C to+65°C j Relative humidity w 4%to 100%(condensing) � - - �- SHEET NAME Easy to InstallConnectortype(147 60-2-1J8&IQ7PLUS 72-2-US)�(v1C4(orAmphenol H4 UTX withadditional Q-DCC-S adapter) ` - p-y Y Dimensions(WxHxD)- r 212 mm x 175 mm x 30.2 mm(without bracket) • Lightweight and simple Weight 1.08 - ;- Faster installation with improved,lighter two-wire cabling Cooling Natural convection No fans SHEET NUMBER Built-in rapid shutdown compliant(NEC 2014&2017) Approved for wet locations' Yes \/ t : ' Pollution degree PD3 - P V -10 I , Enclosure ;:.„" ._ _. Class II"double insulated,corrosion resistanYpolynieric enclosure, Productive and Reliable -- Signature with Seal Environmental category/UV exposure ratingYY NEMA Type 6/outdoor _ Optimized for high powered 60-cell and 72-cell*modules FEATURES • More than a million hours of testing Communication'=^ Power Line.Communicatiori(PLC) • Class ii double-insulated enclosure Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy, UL listed -0isconnectin-9 means ��- --T--h--e--A C and DC connectors have 6eeri evaluated and epproved by UL for use as the load-break disconnect required by NEC 69Q. "" N -_. Smart Grid Read ~compliance CA Rule 21(UL 1741-SA) Ready UL 62109-1,UL1741/IEEE1547 FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 • Complies with advanced grid support,voltage and This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and frequency ride-through requirements NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,,for AC Remotely updates to respond to changing and DC conductors,when installed according manufacturer's instructions. grid requirements Configurable for varying grid profiles Meets CA Rule 21(UL 1741-SA) 'The IQ 7+Micro Is required to support 72-cell modules.- EQUIPIMILENIT ~ 1.No enforced DC/AC ratio.See the compatibility calculator at htto-/s lennhac om/n-u1c tpport/module-compatibility 2'Nominal voltage range can be extended beyond nominal if required by the utility. SPECIFICATIONS +p C r+I C I A TI O A 1 L+ 3.Limits may vary.Referto local requirements to define the number of microinverters per branch in your area. S G V 1 /� I V S To learn more about Enphase offerings,Visit enphase.com EN P HAS E. To learn more about Enphase offerings,Visit enphase.com EN P HAS E. 2019 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2019-3-26 SURF CLEAN ENERGY SURF CLEAN ENERGY 111 SMITHTOWN BYPASS Data Sheet Enphase IQ Combiner+ SUITE#207,HAUPPAUGE, Enphase Networking NY 11788,USA PHONE NO.:(866)631-7873 MODEL NUMBER PROJECT NAME&ADDRESS .IQ Combiner+X-IQ-AM1-240-2 IQ Combiner+with Enphase IQ Envoy"for integrated revenue grade PV production metering- 'i ''<^ (ANSI C12.20+/-0.5%)and optional*consumption monitoring(+/-2.E;%). I vJ ACCESSORIES(order separately) Enphase Mobile Connect'" The Enphase IQ Combiner+""With Enphase CELLMODEM-03(4G"!12-year data plan) Plug and play industrial grade cellular modem with data plan for systems up to 60 r CELLMODEM-01(3G/5-year data plan) micro inverters.(Available in the US,'Canada,Mexico,Puerto Rico,and the US VirginEnphase Islands, Q 4CELLMODEM-M1(4G LTE CAT-lvli t -year dais plan) "where there is adequate cellular service in the installation area) �y � �� IQ Envoy ' consolidates interconnection _____w___ ._"__ __.___ ____z___ _. ___ __ �_ _____ r.___ �_.__. ._____ _�_y Y_ __.___ Z O. 0 IQg Consumption Monitoring CT equipment into a single enclosure and CT-200-SPLIT _ - Split core current transformers enable whole home consumption metering*(+/-2.5%). < (X-I AM1-240-2) Circult Breakers - Q- streamlines PV and storage installations by _._ Q BRK 15A-2-240 Breaker,2 pole,154,Eaton BR215 BRK 20A-2-240 Breaker,2 pole,20A,Eaton BR220 G providing a consistent,pre-wired solution for z ELECTRICAL SPECIFICATIONS residential applications. It offers up to four ;Rating Continuous duty W _.._. _ __.. _ _ _._ 1 (n O Q 2-pole input circuits and Eaton BR series System voltage 240 VAC,60 HZL0J Eaton BR series busbar rating 125 A busbar assembly. Max.continuous current rating(output to grid) 65A r Max.fuse%ircuit rating(output) -- -y-- - 90A -----_-; L _w.. _._ Branch circuits(solar and/or storage) Up to four 2-pole Eaton BR series Distributed Generation(DG)breakers only(not included) Max.continuous current rating(input from PV) 64A O ----.-- _ �:=-_------. Max.total branch circuit breaker rating(input) 80 A(any combination) '^ Production Metering CT -200 A solid core pre-installed and wired to IQ Envoy Smart MECHANICAL DATA SHEET NAME Dimensions(WXHxD} 49.3 x 46.5 x 16.0 cm(1.9.4"'x 18.3"x 6.3") EQUIPMENT -==- Includes IQ Envoy for communication -_ _ - _ and control Weight -_....:...�... ..._._________ -___�-_ 7.5 kg(16.5 lbs) SPECIFICATIONS ' ILI � --�-- - - --=-<.= ! • Flexible networking supports Wi-R, Ambienttemperature range _ 40 Cto+46 C(-40 to 115 F) SHEET NUMBER _ - I• _-` s. s -,= Ethernet,or cellular Cooling . _...._ -� Natural convection,plus heat shield i1 T` Provides production metering and optional Enclosure environmental rating Outdoor,NRTL-certified,NEMA type 3R,polycarbonate construction PPV-1 1 consumption monitoring i '1s I `• 'lI Wire sizes _ µ• 20 A to 50 A breaker inputs:,14 to 4 AWG copper conductors z- P PP i,l' .r _ __ gy:l•4 i! Supports installation of the60 A breaker branch input: 3 to 1/0 AWG copper conductors Signature with Seal Enphase Q Aggregator' Main lugcombined output: 10 to 2/0 AWG copper conductors P PP Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. i� It'sI i.4 l ; ] jj Simple Altitude A To 2000 meters(6,560 feet) Eaton BR series panelboard interior INTERNET CONNECTION OPTIONS eg802.11b/g/n ; `-ii, r =" ••"�� � ""_ f� � $, � • Up to four 2-pole branch circuits for 240 VAC Integrated WI-Fi� - ' plug-in breakers(not included) Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable-not included L } I 80 A total PV or storage branch circuits Cellular ' Optional,CELLMODEM-01(3G)or CELLMODEM-03'(4G)(not inoluded),m COMPLIANCE " Reliable Compliance,Combiner UL 1741 CAN/CSA C22.2 No.107.1 Durable NRTL-certified NEMAtype ;" 47 CFR,Part 15,Class B,ICES 003 311 enclosure Production metering:ANSI C12.20 accuracy class 0.5(PV production) - - - — - - Compliance,IQ Envoy UL 916 Five-year warranty CAN/CSA C22.2 No.61010-1 UL listed U *Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings,visit enphase.com LISTED 7a 0 L 1�S�• (0 2018 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. A�®����• To learn more about Enphase offerings,visit enphase.com ENPHASE. 0-018-05-02 ,v u SURF CLEAN ENERGY SURF CLEAN ENERGY nf� IRON RIDGE XR Rail Family XR Rail Family 111 SMITHTOWN BYPASS SUITE#207,HAUPPAUGE, The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific NY 11788,USA PHONE NO.:(866)631-7873 Solar is Mot Always Sunnydesign loads,while minimizing material costs. Depending on your location,there is an XR Rail to match. PROJECT NAME&ADDRESS Over their lifetime,solar panels experience countless ,, (n extreme weather events. Not just the worst storms in years, A but the worst storms in 40 years. High winds capable of �` r ". ripping panels from a roof,and snowfalls weighing - enough to buckle a panel frame. - __. . .., XR Rails are the structural backbone preventing £' `"- IN"NOR � � Q z these results.They resist uplift, protect ` ,, w ' - XR10 XR100 XR1000 C _ ` Y G �— against buckling and safely and efficiently XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among transfer loads into the building structure. ' `` ENVrail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle u., Their superior spanning Ca abilit no snow.It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans 12 feet or p p g p y remaining light and economical, maximizingspans u to 8 feet. more for commercial aRPlications.requires fewer roof attachments, LIJ reducing the number of roof `' s 6'spanning capability 8'spanning capability 12'spanning capability vJ C) 0 a _ Moderate load capability Heavy load capability Extreme load capability O LO J penetrations and the amount - - ;• � z _ ,'.-. - � .. Clear anodized finish Clear&black anodized finish Clear anodized finish O of installation time. .� a Internal splices available Internal splices available Internal splices available r LO Rail Selection The following table was prepared in compliance with applicable engineering codes and standards.Values are 0 fi based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean i., Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. SHEET NAME EQUIPMENT 'bLL71 L .; r SPECIFICATIONS a - �t - � SHEET NUMBER Y 100 - PV-12 Force-Stabilizing Curve _ - Sloped roofs generate both vertical and lateral 120 - Signature with Seal 4 forces on mounting rails which can cause them _ - to bend and twist.The curved shape of XR Rails None i" - is specially designed to increase strength in both 140 XR10 f XR10Q XR1000 directions while resisting the twisting.This unique feature ensures greater security during extreme 160 1 weather and a longer system lifetime. 100 I 120 10-20 i a� 140 160 100 30 160 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials 100 XR Rails are f IronRidge offers All XR Rails are made of marine-grade 40 compatible with , � a range of tilt leg aluminum alloy,then protected with an 160 - FlashFoot and €• options for flat anodized finish.Anodizing prevents surface other pitched roof roof mounting and structural corrosion,while also providing 50 70 160 .- attachments. applications. a more attractive appearance. 80 90 160 - v a 7-7 . f-' -�. a � . .., "I RCN RI LEGE L-Foot SURF CLEAN ENERGY SURF CLEAN ENERGY 111 SMITHTOWN BYPASS SUITE#207,HAUPPAUGE, NY 11788,USA PHONE NO.:(866)631-7873 PROJECT NAME&ADDRESS Q U) z Q z 1 Q > z W (n o 0 11.0 J Item Number Compbnent O 1` O 1 FOOT, EXTRUDED-L-=SLOTTED. Lo Part Number Description LFT-03-M1 -SLOTTED L-FOOT,MILL LFT-03-BI SLOTTED L-FOOT,BLACK - SHEET NAME EQUIPMENT SPECIFICATIONS I) FOO_t,,Extruded L;Slotted SHEET NUMBER .42 PV-13 1,18 Signature with Seal V 1.22 3.Ofl + .31 . �+ 1.88 —�-� 1,92 Property— Value Material I Alurninum Finish Mill J Black v1.10