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47116-Z
*OF Sao r Town of Southold * * P.O. Box 1179 53095 Main Rd •NTi N Ao� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46242 Date: 06/17/2025 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2400 Aldrich Ln Laurel, NY 11948 Sec/Block/Lot: 125.-1-2.23 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/03/2021 Pursuant to which Building Permit No. 47116 and dated: 11/17/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Roof-mounted solar panels to existing single-family dwelling as applied for. The certificate is issued to: Robert Babinski ,Narine Babinski Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 47116 11/8/2024 & 5/21/2025 (Service) PLUMBERS CERTIFICATION: Autho e Sig ture �o�*oFsooryo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE °`tcavfm.�e; SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47116 Date: 11/17/2021 Permission is hereby granted to: Renewal Date: 06/11/2025 Robert Babinski 2400 Aldrich Ln Laurel, NY 11948 To: Office Only-install roof-mounted solar panels to existing single-family dwelling as applied for. Premises Located at: 2400 Aldrich Ln, Laurel, NY 11948 SCTIVI# 125.4-2.23 Pursuant to application dated 11/03/2021 and approved by the Building Inspector. To expire on 06/11/2027. Contractors: Fees: Renewal Fee $100.00 Total S100 Y Y Building Inspector � Y ®�suFfat/( TOWN OF SOUTHOLD BUILDING DEPARTMENT y x. TOWN CLERK'S OFFICE o ® 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#: 47116 Date: 11/17/2021 Permission is hereby granted to: Babinski, Robert 2400 Aldrich Ln Laurel, NY 11948 J To: install roof-mounted solar- panels to existing single-family dwelling as applied for. 6 At premises located at: 2400 Aldrich Ln., Laurel SCTM # 473889 Sec/Block/Lot# 125.-1-2.23 Pursuant to application dated 11/3/2021 and approved by the Building Inspector. To expire on 6/1912023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $200.00 ilding Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 olyCOU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Babinski Address: 2400 Aldrich Ln City: Laurel St: NY Zip: 11948 Building Permit#: 47116 section: 125 Block: 1 Lot: 2.23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Element Energy LLC License No: 52689ME SITE DETAILS Office Use Only Indoor W Basement r Service r Solar W Outdoor (✓ 1st Floor r Pool r Spa r Renovation r 2nd Floor r Hot Tub r Generator r Survey rr-11 Attic r Garage Battery Storage INVENTORY Service 1 ph (— Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures ::J Other Equipment: 13.2kW Roof Mounted PV Solar Energy System w/ (33)HanwhaQpeakML-G10 40OW Modules, Combiner Panel, Enphase Encharge 1, Enphase IQ System Controller, 60A Acdisl Notes: Solar & Battery Storage Inspector Signature: X f Date: November 8, 2024 --- Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 2400AId richSolar&Batt o�%oF soUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY H971-0959 � OnUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Babinski Address: 2400 Aldrich Ln City: Laurel St: NY Zip: 11948 Building Permit#: 47116 Section: 125 Block: 1 Lot: 2.23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Indoor ry—V Basement F Service �, Solar Outdoor 1 st Floor [- Pool F Spa F Renovation r 2nd Floor r Hot Tub C Generator r Survey Attic r Garage Battery Storage r INVENTORY Service 1 ph [✓! Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph 17 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 Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 200A Panel 40 Circuit/ 32 Used Notes: " AS BUILT NO VISUAL DEFECTS " Service Inspector Signature: X _ Date: May 21, 2025 Sean Devlin Electrical Inspector sean.devlinCD-town.southold.ny.us 2400AIdrichService DOE SOUTH # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 z -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [vi FINAL So"tVi- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �!Npm - Y / A)404 rb�- 6 ul)g, DATE 3130 a-0�-a' INSPECTOR OFSOGIyo 1 I 1460 A-1jrfcA -- ) - '�- # TOWN OF SOUTHOLD BUILDING DEPT. �- �o � ao �yco 765-1802 I-N-SPECTIGN [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [` ] FOUNDATION 2ND [ ] INSULATION/CAULKING - FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION J[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: ._ -.01 Y9 ) r1l Xl�,-L,A- 4 A jiea�V- JegamirAm- 4eC,-�- I-J/ AW 9 e . DATE 77 INSPECTOR �o�a0F50UTyo� / 0 f] l v A-l`tI e-A # TOWNI F SOUTHOLD BUILDING DEPT. 631-765-1802 I NSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '-ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O [ ] RENTAL REMARKS: L2/ts 4 44C- 46r LJ 6 o ja,AzA CIA bQ �i � , 74 n DATE -' INSPECTOR F SOUTyO� r r LD A4jfl ck LA # # TO OSOUTHO BUILDING DEPT. 631-765-1802 1 NS,PECTION [ ] FOUNDATION.1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: F�d Li 0 DATE INSPECTOR " 11/8/24,4:00 PM main service panel 1` ijllPi� �� s 1 j � i a/x��• �i \ I a � t .111' r fr d rw ' oo 1 •11• i ,�► � Ali 0 � t 3 •. r 1 t. 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DKY�R ` W,1TEJl A C,AIR PvAP N,ndcica' d„ prcMnT . ovTkj -� aM op.µ o21L____ 3EORr+w :I o•![w�, L W"c+ Aow%Mf A ��iwd C tiJ. I j t9 P—P A�( _,A — https://dtrive.google.com/dri ve/u/O/folders/148dCZ7n5K5W4Rl9uXfxR9EFugeeJkhY D I I FIELD:INSPECTION R'PORT DATE.. COMIVIFNS FOUNDATION(1ST) "' H FOUNDATION'Gl p.) d ROUGH FRAMING: PLUMBING INSULATION.PER -Y.. y. STATE ENPRGY CODE 2 VG G. MrM FINAL. on E—t— ADDITIONAL CQMMENTS DD NAA ° ,c s►o� : :., � n C. Jo z =o�S�4f0(r�OGy� TOWN OF SOUTHOLD —BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o of �ao� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoLAnn . oovv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. I Building Inspector: NOV Q 3 2021 1 BUILDING DEPT. Applications and forms must be filled out in their entirety Incomplete, TOWN OF SOUTHOLD applications will not be accepted: Where the Applicant's not he owner,an Owner's Authorizationform(Page 21 shall be completed Date: a— OWNER(S)OF PROPERTY Name: SCTM# 1000- C/0 L,7/d L,7CI.. Project Address: C4G lvelnm z"V j—e Phone#: /S 9 Email: 0�� f Mailing Address: CONTACT PERSON '�., Name: O Mailing Address: W7a wlva A� Phone#: Email: DESIGN PROF.ESSIONAL;INFORMATION b- 5 f r f Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: (� 1 Name: -7��. . Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ' t ❑New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: Other S'llAK 41GGyj• $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes ;iVo 1 Zoho Sign Document ID:UP_OBKMPURG8UMEJBL-YKBDVHAT5WBUEU47OX-DSB90 'PROPERTY INFORMATION - Existing use of property: Intended use of property:�a"4�_7 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to f+sl`�,�,1 j Zf�yt� /�C this property? ❑Yes N0 IF YES, PROVIDE A COPY. I Check Box After Reading: The owner/contractor/deiign professlonalis responsible for all drainage'and storrnVater Issue;as provided by Chapter236 of the Town6de.'APPLICATION.IS HEREBY MADE to the'Building Department for the Issuance of a Bullding•Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk;county,New York and otherapplicable taws,Ordinances orRegulatlons; for the construction of buildings, additions,alterations or far removal oP demolition a`sherein 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 iri building(s),for necessary Inspections.False statements_ m_ade herein are punishable as a pass A misdemeanor pursuant to Section210.45 of the New York State Penal Law: - Application Submitted By(print name): 1 e71,11—alle <L��'"t j� I�9Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOFr'f "�%-*"`t being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 �l t day of _ vV1��1� _. 20c9l CPL, Notary Public DEBRA A SEPULVEDA NOTARY PUBLIC,STATBOFNfiWROP RTY.OWNER AUTHORIZATION Registration Na OISE601269. Quali8alinSn@bBc Ph re the applicant is not the owner) Commission Expires residing at / �v do hereby authorize _ /�'!- JIL '! IVAr y to apply on i my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature -'ate' Print Owner's Name 2 f Horton, LisaMarie From: Lorraine DiPenta <lorraine.dipenta@e2sys.com> Sent: Thursday,August 24, 2023 3:47 PM To: Horton, LisaMarie Subject: [SPAM] - Babinski, Robert -2400 Aldrich Lane BP#47116 extention Hi Lisa, Please extend BP#47116 for 6 months. Thanks, Loraine DiPenta Project Manager Element Energy LLC 7470 Sound Avenue Mattituck,New York 11952 P: 631-779-7993 ELEMENT -® ENERGY SOLAR BATTERY BACK UP ' WIND ' GEOTHERMAL ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 �oSUFFoc - � ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o NOv 0 Town all Annex - 54375 Main Road - PO Box 1179 co _ 0�DltdG DEPOUVOLD Southold, New York 11971-0959 yfj0 �ao� TOWN°F Sro Telephone (631) 765-1802 - FAX (631) 765-9502 roger1D-southoldtownny.gov - sea nd(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �% f' PLC Electrician's Name: ,l '6� / License No.: C ,l — Elec. email: Elec. Phone No: 6V 777 7ff-3 W I request an email copy of Certificate of Compliance Elec. Address.: 761 JeIV1✓9 Ae- JOB SITE INFORMATION (All Information Required) Name: U �/� &611Zl / Address: (Jd ldllfiL6 , «fir /'6VZ Of zt Cross Street: Phone No.: V cNy 3 Bldg.Permit #: email: Tax Map District: 1000 Section: Block: r, (/(J Lot:e/ � Q�- BRIEF DESCRIPTION OF WORK INCLUDE SQUARE FOOTAGE (Please Print CI arly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 17171 NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES n NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 F12 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 03V � a S�FFO(,f► �"' `� 0 B L INGDEPARTMENT- ElectricalInspector TOWN OF SOUTHOLD Man 1 Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 'j•�j� a0� ��x� �tc�st eP'-!1 of hone (631) 765-1802 - FAX (631) 765-9502 `Tovva�G'fo rS ii�g$rrl� 'LQ southoldtownny.gov - seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6Z q Company Name: F ( E ne-r Lt�G Electrician's Name: 0o--m kl"n n ) -1C License No.: S P Lp S a- HC- Elec. email: perm Cam Elec. Phone No: (0 31_ -n 9-2 193 -®I request an email copy of Certificate of Compliance Elec. Address.: -?4 7 o cS u wic`. JOB SITE INFORMATION (All Information Required) Name: 10 obe-y---� Z&-.6*sV- 1 Address: cZ q 0 0 0,1 ar11 L l,-)`_'j I 19 ql Cross Street: M o•4n R4k— Phone No.: (p 3 1 . -7-7 1. - -1 a a 0 L Bldg.Permit#: -7 11 tp email: P-C r-rn-s c_ 2.a� S•CAM Tax Map District: 1000 Section: Ia 5; d, Block: O 1 . 0 10 Lot: 0.U 2. 023 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ��,� m►-t-'-)-t� I e�0-1 �'2 e. e y- r s .h'nJa a-0 0 G.m,p m a t te s-e.rd PCC, Square Footage: Circle All That Apply: Is job ready for inspection?: 'El YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �4NO Issued On Temp Information: (All information required) - Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# . ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V ( a I ��� � D � SaF01 (� �r ILDING DEPARTMENT- Electrical Inspector ,� TOWN OF SOUTHOLD � o Town all Annex - 54375 Main Road - PO Box 1179 v' V-PS New York 11971-0959 a01L.Ul O°TMDLD Southold, 04,® p� -row0 of S Telephone (631) 765-1802 - FAX (631) 765-9502 'IF r ro-gerrP-southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /o Company Name: k% ,; e L Z_C_,� Electrician's Name: ] / License No.: Elec. email: t-c, I Elec. Phone No: 7,77 1 request an email copy of Certificate of Compliance Elec. Address.: 7Y 70 _fto,�N9 At JOB SITE INFORMATION (All Information Required) Name: / ,rl'l Address: h Lei «niy % / Cross Street: Phone No.: Bldg.Permit #: Y-711(0email: / -3 Tax Map District: 1000 Section: :)-S .jU Block: BRIEF DESCRIPTION OF WORK INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle 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❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F2 F H Frame F Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��aA PERMIT# Address: Switches Outlets GFI's " Surface Sconces H H's UC Lts Fans Fridge _HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop -Transfer AC AH Hood Service Amps Have Used Special: S V s- Zoho Sign Document ID:PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO Town of'Southold October 28th,2021 Building.Department Town Hall Annex 54375 Main Road P.O. Box 1179 Nw O Southold, New York 11971-0959 u,3s�uicvt�or-p1.D TOWN OF SOUS Subject:Roof Mounted Solar Panels at the Babinski Residence. 22400 Aldrich Ln, Laurel, NY 11948 To Whom It May Concern: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Resi'dential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NIFPA-70. These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of thef structural components remain withiin the allowable for the existing roof for wind.pressures from 140 mph, 3 second gust, Exposure R with a ground snow load of 20 pounds per square foot..Mounting locations and method's are as indicated in the submitted plans. From the site inspection and analysis, and as evidfenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing)is structurally adequate to support the reactions of the soar panels in addition to the existing code required for live.and dead loads.Also the wind analysis concluded that the mountingg systeml as shown-on ther plans is adequate to resist the calculated uplift pressure.The dead load of the heaviest solar panel assembly in this evaluation is approximately 2.5 pound's per square foot.. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Glustra; P.E. OF NEwY Great Eastern Services, Inc. Co�P`,Pgo A c�GsO�� PO Box 240, 24 Harvey Rd r ; Riverhead, NY 11901 2 2 (j1 al<eecu: Office- 631.543.9555 A 1034�3 Mobile: 631,235,0189 RCFESS1 Email: jerrygiustra@gmaii.com Zoho Sign Document ID: PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO SCOPE OF WORK DE51GN e DRAFTING BY: - ELEMENT ENERGY LLC TO INSTALL A 12.54 KW 5OLAR PHOTOVOLTAIC(PV)SYSTEM AT BABINSKI RESIDENCE, REVIEW BY J.M.NABCEP CER- LOCATED AT 2400 ALDRICH LN, LAUREL, NY 1 1948. 051 1 1 2-,29 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GR" THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. �' KEV1510N5 5C.RIPTI'JN DATE iZv OF NE Cutchogue SYSTEM RATING �P�� o A c 1 0-28-202 i yo , 26 12.54 kW DC 5TC r- -"• Iw Iron Pier n Beach iMattrtuck N w Su EQUIPMENT SUMMARYW Sound A ve 1 - 33 QCELL Q.PEAK DUO BLK ML-G9+ 350 WATT PV MODULES �O 103443 33 ENPHA5E I07PLU5-72-2-U5 MICRO INVERTERS 'Oi40 NPR %� RONRIDGE XR 100 MOUNTING SYSTEM FESS10 CGNTRACTOR �dAve Northville urel Robins Island 5 H EET INDEX 23 ELEMENT ENERGY. U PV-1 COVER N 7470 SOUND AV' PV-2 SITE PLAN 0° 2s MATTITUCK. NY I 1 052 PV-3 ROOF PV LAYOUT LICENSE # 43889 h PV-4 5TRUCTURAQ DETAILS 8 SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM f Jamesport LICENSE # 52G69-I," PV-G LABELS Aquebogue o`w GOVERNING CODES W 270°� oso°E a 240° � 120° 2017 NATIONAL ELECTRICAL CODE. 210° 150° , - 2020 RESIDENTIAL CODE OF NEW YORK STATE. 180° \ A5CE 7-1 G AND NFPA-70. S q Q(� S / UNDERWRITERS LABORATORIES(UL)STANDARDS \,i `f `"` 05HA 29 CFR 1910.2G9 �` (1arloers gay o W LU GENERAL NOTES N�V �3 � "� PROJECT LOCATION— I . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT B\p_p1NG THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE TOWS OF SQ U HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK lL! AGREE THE SAME. 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED _ = r Z APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, _i INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM r AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. W 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. '• _: O CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, t � � 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND • ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES + ♦ �., m O Q JURISDICTION. OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO �' .?f • y� Q COMMENCING WITH WORK. m CV 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS r" a I I. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR �. WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, • ' ` r .:� ,. THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE MAINTAINING SAFETY ON THE JOB SITE DURING THE _ CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS r r ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ! � AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND M CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT ' ;'� RESPONSIBILITY AND LIABILITY THEREFROM s,7EET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, _ '�� j. . � +� FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SPECIFICATIONS. SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT ter` COVER G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE CONSTRUCTION. UNDER DRAWINGS,APPROVED AND IN ACCORDANCE WITH N.E.C. € I FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE NAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING YS CODES 4 REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING A ' CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S CONDITIONS PRIOR TO ORDERING MATERIALS AND " COMMENCING WITH WORK. CERTIFICATION OF THESE PLANS. 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON N .T. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE . r• . PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. ti* THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE EXTENSIONS TO THIS PROJECT 4` 5. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE o EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF RESULT OF HIS WORK. FINAL PAYMENT. AERIAL VIEW PV- TAX MAP: 1 0001 25000100002023 Zoho Sign Document ID:PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO LEGEND DESIGN a D�. Bo EXISTR;G UTILITY METER ELEMENT MAIN SERVICE PANEL ANEW PV SUB-PANELS REVIEW BY J.M.NABCEP C R-".' 051112-12' A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE REVISIONS MPV MODULE DE5CRIPTI0N DATE REV 10-28-2021 RACKING RAIL - --- o ATTACHMENT POINT ---RAFTERS -*-ROOF PITCH ANGLE BSUNRUN METER ®VENT 0PL.UMBING VENT ®SKY LIGHT ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES _GOOD CONDITION L'I, POTENTIAL SHADING ISSUES ITRIM/REMOVE AS NECESSARY - -- - - - 561-3 II ► ELEMENT ENERGY, LLC. 2 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE #43889-H LICENSE # 52G89-ME 8"FIRE SETBACK @RIDGE 16"FIRE SETBACK @RIDGE PROJECT%AV- LLl LLj T LLJz Q T C) 713 — rn UN (J J U — N rn LLJ I II n C z 1 (5 -3I2 Z LU rn N z O v m 0 Q = m N ' SrfEET NAME oF NEW y SITE PLAN 9�0 A G/ O CO NOTE Al 7777----� "G x 3G" GROUND ACCESS TYP. * o DRAWING SCALP THE ROOF ACCESS AND PATHWAY REQUIREMENTS r- '' _ ;trG O 03 SHALL NOT BE APPLIED WHEN BACK OR ADJACENT nLU ROOF IS ACCESS ROOF IN ACCORDANCE WITH NYS Z 3/ 1611 = I '—O" RESIDENTIAL CODE R324.G EXCEPTIONS. N �O 103443 CONSTRUCTION NOTE5o �O ° 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE �OFESSIONP 1^� ��O ��0 ?`, CO SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PV-2 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID: PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO CONSTRUCTION NOTES CONSTRUCTION SUMMARY 'NOTE TAX MAP: 1 000 125000100002023 Dr I .)ALL (EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE (33) QCELL Q.PEAK DUO BILK ML-G9+ 380 WATT PV MODULES THE ROOF ACCE55 AND PATHWAY REQUIREMENTS EL:.,.,V v WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (DIMENSIONS: 72.4"X 40.G"X I .3") SHALL NOT BE APPLIED WHEN BACK OR ADJACENT REVIEwaYJ.M.NABCEPCERTFF 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH (33) ENPHASE IQ7PLU5-72-2-US MICRO INVERTERS ROOF IS ACCE55 ROOF IN ACCORDANCE WITH NY5 < 051112-129 MINIMUM NEMA 3K RATING. (54)ATTACHMENT POINTS @ G4" O.C. MAX. RESIDENTIAL CODE R324.G EXCEPTIONS. �(Z) CO 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE (2G3.2) LF IKONRIDGE XRI 00 MOUNTING SYSTEM. ` O ��O REVISIONS FIELD VERIFICATION. ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) O DE5CPJPT0N DATE -- Q Q �� DFIGINA'_ 0-25-202 o CONTRA- ELEMENT ENERGY. LLC. 7470 SOUND AVE MATTITUCK. NY 1 1952 of NEtV LICENSE # 43889-H � LICENSE # 52G89-MF r ti� W (�(► __ _ Z PROJECT NAM.` - - - - - �4 7034g3 (v 18" FIRE SETBACK @RIDGE 110 703 slpNP�, tLl w 1 8" FIRE SETBACK @RI0,E z z — - ---- LLJ- - 6� U - - - - - -- - - _.�__ LU 70 m z 0 rn I > O Q rn CA D , I '_ _fi- I I I rn LEGEND rn N - _ _ - I I 1 1 SMAIN SERUTILITYI a D - . . .- -- - _ .... _ i I NEW PV SUB-PANELS U' A _ CT —� — 1 Z COMBNIER SH°ET NAME INVERTERS GND ELECTRODE ROOF DETAIL PV MODULE --- -.- - 1 1RACKING RAIL i I 0 ATTACHMENT POINT ---RAFTERS DRAWING SCALE I_4 II ROOF PITCH ANGLE BSUNRUN METER 3/ 1 G" = ILO' ARRAY # I ®VENT PLU3G" x 3G" GROUND ACCESS TYP. 33 MODULE5 O SKY LIGHT VENT ®SKY LIGHT 20' PITCH 5NEET NUN[ 238°AZIMUTH ®CHIMNEY COMPOSITE SHINGLES P v—3 GOOD CONDITON f POTENTIAL SHADING ISSUES _TRIM/REMOVE AS NECESSAR Zoho Sign Document ID: PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO ITEM IDESCRFTION ARRAY#I EREVIEW N 4 DRAFTING BY: LOAD CALCULATION ARRAY#I ARRAY#2 (RB) Rla e BeamBOard 2"X 12" D. FIR ENT ENERGY LLC MODULE WEIGHT(Lb5) 43.0 43.0 Rafters 2"X I O" D. FIR 1 G"O.C. J.M.NABCEP CERTIFIE (D) Deckin 5/5" CDX 511EATIIING 5I 112-I29 #OF MODULES I I G (P) Pitch 20' TOTAL MODULE WEIGHT(Lb5) 473.0 258.0 (J) Ceiling Joist 2"X 8" D. FIR c@ I G"O.C. PEV1510N5 TOTAL LENGTH OF RAIL(Ft) 75.4 41.I C) Collar Ties 2"X G" D. FIR 45" O.C. DE5CRIFTION DATE R. ! OF NEw (11) Horizontal 5 an of(R) 90" MAX. ORIGINAL 0-2r. RAIL WEIGHT PER FOOT(Lbs) O.GS 0.G8 P`` O A y0 TOTAL RAIL WEIGHT(Lb5) 51.3 27.9 #OF 5TRANDOFF5 18 10 CUr , * -Y' (� (RB) ltkiy J WEIGHT PER 5TRANDOFF(Lbs) 2 - _ W (D) UJ TOTAL 5TANDOFF WEIGHT(Lb5) 3G 20 2 = 1 - TOTAL ARRAY WEIGHT(Lb5) 5GO.3 305.9j�3443 POINT LOAD(Lb5) 31.1 30.G ARyh SSIONP� CONTRACTOZ TOTAL ARRAY AREA(5ct Ft) 228.8 124.8 ARRAY DEAD LOAD(Lb5/5cl Ft) 2.4 2.5 ELEMENT ENERGY. LLC. WIND DESIGN SUBJECT TO DAMAGE FROM (P 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN (C) MATTITUCK. NY 1 195 SNOW Speedd Topographic Special Windborne DESIGN FmA DESIGN UNDERLAYMENT g FREEZING ANNUAL LICENSE # 43i589-H LOAD' (mph) eftttlak wind debris CATEGORY' Weathering^ Wre Tlarmitec TEMP` REQUIRED HAZARDS INDEX' TEMPI region' _:-it depth° LICENSE # 52G89-ME 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES F N EMA X 599 51°F MANUAL J DESIGN CRITERIA^ Winter Summer Altitude Indoor Design Heating Elevation Latitude heating cooling correction factor design temperature cooling temperature = temperature difference (J) 108 FT 41"N 15'F 86`F 1 00 70`F 75'F 55-F Cooling Wind Wind Coincident Daily Winter Summer [L] velocity velocity — f \ W temperature difference wet bulb range humidity humidity �.J z heating cooling Z 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 1 32 GR 050%RH [L[ For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL Q a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength T U required for weathering shall govem.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined � from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. Q z b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. r� J C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. MODULE MOUNTING CLAMP v J W d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. z O :::) e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York 50LAP MODULE C) Q State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also 5TAINLE55 STEEL 311 Q see Figure R301.2(1).] BOLT AND NUT CD N I. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), NKIDGE ALUMINUM RAIL ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET iii.Related supporting data along with any revisions thereto. 5y NAM' The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the ALUMINUM FLA5HING p /� effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." ST RU CTU ED A i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method (Base 32°F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 5/1 G"x G"5TAINLE55 jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. STEEL LAG BOLT WITH DRAWING SCAc I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with 2 112"MIN THREAD "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. PENETRATION 5EALED AS NOTED m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500 table. (EQUIVALENT OR BETTER) n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or established criteria determined by the jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. _ ffE'N JV BER (') See Figure R301.2(4)B. PV-4 TAX MAP: 1 000 125000100002023 MOUNTING DETAIL I Zoho Sign Document ID: PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO SOLAR ARRAY ON MAIN HOUSE 12.54 kW DESIGN t DRAFTING 51' (33)QCELL Q.PEAK DUO ML-G9+ 380 WATT PV MODULES ELEMENT ENERGY LLC (2)STRINGS OF(1 3)MICRO-INVERTERS 4(1)STRING OF(7)MICRO-INVERTERS REVIEW BY J.M.NABCEP CERTIFIF' '(3)STRINGS TOTAL 051 I 1 2-12`a OF NEW TO UTILITY GRID STRING #I Ro A G0� ReVI51ON5 rr i_ DE5GPoPTION DATE REv r- ---------------- -- vJ �� \R�, �� 1 N ORIGINAL 0-29-202 113 * BI-DIRECTIONAL 0 UTILITY METER 6-- ------------------- 0 W Z Uj POINT OF INTERCONNECTION PER NEC 240.2 I(B)(1)t G90-G4(A)STRING #2 '--3 A PE a LENCTnOFEXCEED o FT I I I CONTRACTOR t- I I I 7,ENPHASE BRANCYI CIRCUITCA13LETYPI�A_ ELEMENT ENERGY, LLC. 7470 SOUND AVE AC DISCONNECT MATTITUCK, NY 1 1952 I 50 D 1)223NR5 LICENSE # 43889-H 240 VAC.80 A LICENSE # 52689-ME I I I I MAI I1 5ERVICE PANEL PROJECT NAV` I N N 6 ----------------------------------------------------- I AC COMBINER BOX I I NIX I I 240 JAC.50 A I IJEMA 3°.J:J5TE0 I I G - -, DOLE BPTArlFS I = ( I I U I I I I EXISTING GROUNDING z Q I I ( i `---____--_-U i ELECTRODE SYSTEM Q -) L-------------------------------------- ------------ z WIRE t CONDUIT SCHEDULE Q W CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% I.D. # ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE _z O 3)0.15(5)(3) 31 0.1 5(B)(2a)/(3c) O Q INVERTERS COMBINER PANEL AWG#10 1 G 0.5 USE-2/PV Wire AWG#8 I BARE CU FREE AIR I" 70QC O.G5 I 10 FT 2.4% Q 1__1/ OR EMT CDN COMBINER PANEL AC DISCONNECT AWG#G 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC I" 45QC 0.87 25 FT 0.5% AC DISCONNECT MAIN PANEL AWG#G 1 3 1 I 1 THWN-2 A\NG#8 1 THWN-2 CU PVC F r 0.87 _' 0.2% ELECTRICAL NOTES riff ffT NAM._ CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL.AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Am acit Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER. RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(13)(I p: (Isc) '(#of strmg 5)'(1.5G) = 9.GG A M 3-LINE D I A. 3.)WIRING.CONDUIT.AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY Modules per Strang 3 E AWG# TO. AND LOCATED AS CLOSE AS P05515LE TO THE NEAREST RIDGE. HIP, OR VALLEY. O. ampaaty'Temp e 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20.8 A> 9.GG A. therefore D DC C =were S size A 1s valid. Modules ize Per Inverter #2 Inverter Output Wire Am acit COMPLY WITH NEC 110.2G. p p Y Calculation Number of Inverters 33 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = 49.91 A Record low tern -104C FURNISH ALL NECESSARY OUTLETS. SUPPORTS. FITTINGS AND ACE550RIE5 TO FULFILL AWG#G, ampaclty'(Temp Derate)'(Conduit Fill Derate) = G5.25 A Voc Temp Coefficient -0.24%/°C APPLICABLE CODES AND STANDARDS. G5.25 A > 49.91 A. therefore AC wire size 15 valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES. RACEWAYS.AND CONDUITS ARE NOT SPECIFIED. #3 Inverter Output Wire Ampacity Calculation Operatinq Current 10.0 A =i#of N THE CONTRACTOR SHALL 512E THEM ACCORDINGLY. Inverter Max Am era output' (1.25) = 49.91 A 1 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. p ga P O eratin Volta de 37.9 V _ # ^a :e 5ene5)'(Vm ) T AWG#G. ampaaty'(Temp Derate)*(Conduit Fill Derate) = G5.25 A 5ene5)'[(((-#.##%V/"C'.O 1)'(Lo Tem ##4C-25)i- 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE G5.25 A> 49.9 1 A. therefore AC wire size 1s valid. Max. System Volta e 49.3 V p SUPPORT RAIL. PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 13.1 A =;#or s r n s;'(Isc)'(I.25)Per Art. G90.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR IL5CO GBL-4D5T LAY-IN LUG. AC SYSTEM SPECIFICATIONS StlEET NUMBER 0.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current 49.91 A OR Operatinq AC Volta ale 240 V P V-5 I C.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID: PWW4WHDQVEVRXGLP5FCXNCGS6ENLH-ULZHIEKVWUBAO SERVICE METER O O DE51GN i[)RAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM S PHOTOVOLTAIC I� PHOTOVOLTAICREVIEW BY J.M.NABCEP CERTIFIE ! SOLAR BREAKER ( 1 ) ALL LABEL SHALL BE INSTALLED IN 051112-IZ9 EQUIPPED WITH • ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® OPERATING' CURRENT A REQUIREMENTS. Revlslorvs (2) ALL LOCATIONS ARE APPROXIMATE AND MAX SYSTEM VOLTAGE VDC: SOLAR AC LOAD CENTER - OUTSIDE IDo NOT RELOCATE THIS rSHORT CIRCUIT CURRENT A REQUIRE FIELD VERIFICATION. ! OVERCUMNT DEVICE (3) LABELS, WARNING(5) AND MARKING 0 TURN RAPIDSHUTD"SWITCHTO O SHALL BE IN ACCORDANCE WITH NEC THE•O1`17 POSITION TO SHUT DOWN 1 10.2 1 (B). — PV SYSTEMAND REDUCE CAUTION ` SHOCK HAZARD IN THE ARRAY AC DISCONNECT POWER TOT SERWEIS ALSO SUPPLIEO (4) THE MATERIAL USED FOR MARKING — FROM THE FOLLOWING SOURCES WITH DgCON1ECT8 LOCATED AS SHOWN —" MUST BE WEATHER KE5I5TANT, IN SOLAR AC LOAD CENTER - INSIDE 2 TM CONTRACTOR 0 F � COMPLIANCE WITH NEC 1 10.2 I (B)(3). o�BREAI(ER- ARNING P:A y^/I- (5) THE PV SYSTEM CIRCUIT CONDUCTORS T a SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. FFTOM�� DUALPOYVERSUPPLY _1— 7470 SOUND AVE OVERCURRDITDEVI=,EXCLUONIC ALL SOURCES:UTILITYGRID ?� COMPLIANCE WITH NEC 690.3 I MATTITUCK. NY 1 195 MAWSUPPIYCIVERq�RDff ANDPVSOLAR LICENSE # 43889-H 1 t N ELECTRIC SYSTEM ,� LICENSE # 521S89-W CONDUIT - INSIDE BUILDING 3O _- ARNING �-. NN GG THIS SERVICE METER ELECTRIC SHOCK HAZARD I PHOTOVOLTAICRNTEM i IS ALSO SERVED BY A TERMINALS ON THE LINE AND COMBINER PANEL PHOTOVOLTAIC SYSTEM LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS CONDUIT - OUTSIDE BUILDING - IN THE OPEN POSITION lL_I LLJ ® W Q C) r=\ 0� DUAL POW7SYSTEM W U ISOURCES:UTI �/ z PV SOLAR ELE Q MAIN SERVICE PANEL - OUTSIDE O 5 Q w A CAUTION SOLAR CIRCUIT z O a/ 02 0 05 (_ •cAunorl ro o Q SOLAR ELEC?RIC SYSTEM CONNECTED Q —I • • • • m CV MAIN SERVICE PANEL - INSIDE WWARNING A POWER SOURCE •' " �pF NE(•V Y I OUTPUT CONNECTION X\ DO NOT RELOCATE THIS P s?�O A G'� 0 5,'EffT NAM` ® O OVERCURRENT DEVICE LABEL` I r�� m _ 2 ZNn AC DISCONNECT/BREAKER �Q Z03443 �� DRAWING SALE �RNP� OOO SSIO N .T.S. 5HEET NJMBER PV-G TAX MAP: 1 000 125000100002023 Zoho Sign Document ID:2A768FFA-7DV07BZ9VEZAWB9_HUFI08RHHFQ493P7PRPJPGSCQNA Town of Southold March 25th, 2024 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Battery Energy Storage System and Roof-Mounted PV System at Babinski Residence. Located at 2400 Aldrich Ln, Laurel, NY 11948 To Town of Southold: I hereby affirm and certify that, following comprehensive professional evaluations, the plans for the installation of both the Solar PV System and the Battery Energy Storage System (BESS) comply with the 2020 Residential Code of New York State, the 2020 Building Code of New York State, the 2020 Fire Code of New York State, the 2017 National Electric Code, ASCE 7-16, and other relevant industry standards and regulations. These certifications are provided in strict adherence to the governing regulations and standards applicable to such installations. For the Solar PV System, it is my professional opinion that the subject plans comply with the aforementioned codes and standards. The structural framing of the existing roof has been evaluated to support the additional loads from solar panels, with deflection and stresses within allowable limits for wind pressures and snow loads specified in the codes. The mounting locations and methods indicated in the plans are deemed adequate, and the existing building and roof framing are structurally sufficient to support the solar panels. Regarding the Battery Energy Storage System (BESS), the proposed plans have undergone thorough scrutiny and are confirmed to align with requisite codes and standards. Utilizing Lithium Iron Phosphate technology, the BESS adheres to UL9540A standards to prevent thermal runaway. The enclosure design meets fire-resistant requirements outlined in the NYS Building Code. In my professional opinion, derived from site inspections and detailed analyses, both the proposed Solar PV System and the BESS, including the enclosure system, demonstrate structural adequacy to withstand associated reactions. Please feel free to contact me if you have any questions or require further clarification. Sincerely, pF E N W �O A �yGyo,A Gennaro Anthony Giustra. P.E. Great Eastern Services, Inc. 0 PO Box 240 2� _ �? 24 Harvey Rd p 103443 Riverhead, NY 11901 AR��ssloNP� Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Document ID:2A768FFA-7DV07BZ9VEZAWB9_HUFI08RHHF0493P7PRPJPGSCQNA SCOPE OF WORK EDE51G-NN°NERGYG CT ENERGY LLCTO INSTALL A 13.2 KWDC PV SYSTEM AND A 10 KW BATTERY ENERGY STORAGE SYSTEM AT BABINSKI RESIDENCE, .NABCEF cERTIFiE LOCATED AT 2400 ALDRICH LANE, LAUREL, NY 1 1948. ti 12-129 THE POWER GENERATED BY THE PV SYSTEM AND BATTERY ENERGY STORAGE SYSTEM WILL BE INTERCONNECTED WITH cq e THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS SYSTEMRATING DE5CRJP 10N DATE REV Iron Pier® Mai�rtcc'K New Suffolk ORIGINAL 3/252024 Beach 10 kW AC STC BATTERY ENERGY STORAGE SYSTEM 13.2 KW DC 5TC PV SYSTEM EQUIPMENT SUMMARY Robins Island I UNIT OF ENPHA5E ENCHARGE 10 KW BATTERY ENERGY STORAGE 33 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES 33 ENPHA5E I07PLU5-72-2-U5 MICRO INVERTERS o^° I IRONRIDGE XR100 MOUNTING SYSTEM 5 H E ET INDEX e� vo-� CONTRACTOR ELEMENT ENERGY, LLC. PV-2 511TTE PLAN cla��� �VERr pit _ 7470 SOUND AVE PV-3 PV PLAN MATTITUCK, NY 1 195 PV-4 STRUCTURAL DETAILS PROJECT LOCATION LICENSE#G74G I-HI PV-5 BATTERY PLAN LICENSE# 52G89-ME PV-G ELECTRICAL DIAGRAM PV-7 LABELS GOVERNING CODES OF NEIVY 2017 NATIONAL ELECTRICAL CODE. L S 2020 RESIDENTIAL CODE OF NEW YORK STATE. - O 2020 BUILDING CODE OF NEW YORK STATE. Lu 2020 FIRE CODE OF NEW YORK STATE. A5CE 7-1 G AND NFPA-70. UNDERWRITERS LABORATORIES(UL)STANDARDS 034 OSHA 29 CFR 1910.2G9 ARO�SStONP� #. r• GENERAL NOTES PROJECT NAME 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT O W W THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE =r' „ =A' 1 U Z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK Z AGREE THE SAME. AERIAL VIEW 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, () INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP CIZI w _ AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAM5 COMPENSATION, - - — - -- --- ---- - g Cz Z COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO Q W ALL RULES AND REGULATIONS OF THE RESPONSIBLE o COMMENCING WITH WORK. w JURISDICTION. n Z_ Q I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 4. IF THE COURSE OF CONSTRUCTION CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE 0- m Q WHICHH DISAGREES WITH THAT AS INDICATEE D ON THESE PLANS, O Q � J THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS CD ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL HEALTH ADMINISTRATION. THI5 SHALL INCLUDE, BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY w` 5. ALL STRUCTURAL STEEL SHALL BE AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.LS.0 CONSTRUCTION. COVE SPECIFICATIONS. IN BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. CODES REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS ear✓; - a' CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON 8. THESE DRAWINGS O ERTY Of THE E OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N .T.5. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF /P\ _ EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. I �/ RESULT OF HIS WORK. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID 2A768FFA-7DV07BZ9VEZAWB9-HUF108RHHF0493P7PRPJPGSCQNA LEGEND E 8 DRAFTING BY: EXISTING UTILITY METER NT ENERGY LLC MAIN SERVICE PANEL M.NABCEP CERTIFIE NEW PV SUB—PANELS A/C DISCONNECT °� 1112-129 COMBINER INVERTERS GND ELECTRODE ` a REVISIONS PV MODULE �LO DE5CRIFTI0N DATE REV ° ORIGINAL 3/252024 —RACKING RAIL O ATTACHMENT POINT O ---RAFTERS V��O Q �0 �� C F ROOF PITCH ANGLE �SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITION POTENTIAL SHADING ISSUES MATT TOU 5 N DIA 95 VE L__ITRIM/REMOVE AS NECESSARY LICENSE # G74G I-HI LICENSE # 52G89-ME I OF NEV(,YO 58-32 �P��0<A��Gs el NEW BATTERY EN Y T�i1 _ LU j, STORAGE 5Y5TEM NEXT TO Z� C THE MAIN ELECTRICAL e^FIRE 5L rBACK QR DGE �O 0344 SERVICE PANEL IN THE q 3 FY15TING ATTACHED GARAGE 18"FIRE SETBACK BRIDGE RO�SSIONP� EX15TING MAIN ELECTRICAL SERVICE FAIIEL PROJECT NAME w m � m = Q LU z � 18'-311I %� w QJ In C) _ — NLLj U_ EXISTING UTILITY METER 0 C) NEW FVACQ15C NNE CT J (� W cW Z Q 0 O Q Q � CV G"x 36"GROUND ACCE55 TYP. SHEET NAME SITE PLAN CONSTRUCTION NOTES DRAWING SCALE 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. I/81I = I I OII 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3P.RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4.)THE BATTERY ENCLOSURE SHALL BE COMPLIANT WITH 2O20 NY5 FIRE CODE THE BATTERY ENCL05UREMU5T ADHERE TO THE FIRE SAFETY STANDARDS OUTLINED IN THE NEW SHEET NUMBER YORK STATE FIRE CODE(NY5 FIRE CODE R302). IT 15 IMPERATIVE THAT THE EXISTING GARAGE BE INSPECTED AND APPROVED BY THE DESIGNATED FIRE CODE ENFORCER TO ENSURE COMPLIANCE. PV—2 PLEASE BE ADVI5ED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT 15 UNDERSTOOD THAT IT MUST MEET THE AFOREMENTIONED FIRE CODE REGULATIONS. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID:2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHF0493P7PRPJPGSCONA LEGEND DE51GN 4 DRAFTING BY: ®EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL NEW PV SUB-PANELS o V REVIEW BYo5.I N2-1 2P0 CERTIFIE A/C DISCONNECT o O COMBINER INVERTERS a� 0 GND ELECTRODE ` Iffy REVISIONS o DE5CRIFTION DATE REV PV MODULE RACKING RAIL oQ Q I��O ORIGINAL 3252024 o O ATTACHMENT POINT ---RAFTERS r*—ROOF PITCH PITCH ANGLE �SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITION7470 SOUND AVE 'POTENTIALLSHADING ISSUES HAD.TRIM/REMOVE AS NECESSARY MATTITUCK, NY 1 195 LICENSE#G74G I-HI LICENSE# 52G89-ME �,of NEtV �`P 2 O A G0 ,p� NEW BATTEY N Y STORAGE SYSTEM NEXT TO m W THE MAIN ELECTRICAL L i 8^FIRE seTeACK @wDGe Z 2 SERVICE PANEL IN THE ie°FI 5 5A awDCF EX15TING ATTACHED GARAGE T _ _ _ <_ -_ O �03443 SSI EX15TING MAIN ELECTRICAL-9EPVICE PANE - "'� PROJECT NAME LZ Tj U-J EXISTING I N �n L_U- U NEW PV AC D15C F z - --- - -�---- -�_ - --- - --- - - LLJ � � N ARRAY#I G'x 3G'GROUND ACCF55 TYP. 33 MODULES 20°PITCH SHEET NAME 238°AZIMUTH CONSTRUCTION SUMMARY PV PLAN (33)QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES (DIMENSIONS: 74"X 41.1"X 1.3") (33)ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTERS (54)ATTACHMENT POINTS @ G4"O.C. MAX. (2G7.2)LF IRONRIDGE XR 100 MOUNTING SYSTEM. DRAWING SCALE ROOF TYPE: ASPHALT SHINGLE(SINGLE LAYER) CONSTRUCTION NOTES 3/3 2 _ 1 1-011 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. SHEET NUMBER 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. PV-� 4.)WALLS AND CEILING INSIDE THE BATTERY ENCLOSURE SHALL BE LMINATED WITH 5/8"TYPE X 5HEETROCK OR EQUIVALENT 5.)THE DOOR OF THE BATTERY ENCLOSURE SHALL BE 3G"WIDE MINIUMUM 20 MINUTE FIRE RATED DOOR. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID 2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHF0493P7PRPJPGSCQNA ITEM DESCRIPTION ARRAY#I LOAD CALCULATION ARRAY#I (R13) Picl6le 5earri/t5oard 2"X 1 2" D. FIR DESIGN E DRAFTING BY: Rafters 2"X 10" D. FIR I G"O.C. ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 48.5 (D) Deckin 5/8"CDX SHEATHING REVIEW BY J.M.NABCEP CERTIFIE 051 112-129 #OF MODULES 33 (P) Pitch 20° (J) Ceilmel Joist 2"X 5"D. FIR I G"O.C. TOTAL MODULE WEIGHT(Lbs) I000.5 (C) Collar Ties 2"X G"D. FIR 48"O.C. REVISIONS TOTAL LENGTH OF RAIL(Ft) 2G3.2 (H) Horizontal 5 an of(R) 190"MAX. DEscwFTloN DATE REv ORIGINAL 3/25/2024 RAIL WEIGHT PER FOOT(Lbs) O.GB (R) (RB) TOTAL RAIL WEIGHT(Lbs) 179.0 #OF 5TRANDOFFS 54 (D) WEIGHT PER STRANDOFF(Lbs) 2 TOTAL STANDOFF WEIGHT(Lbs) 105 TOTAL ARRAY WEIGHT(Lbs) 1857.5 POINT LOAD(Lbs) 35.0 CONTRACTOR TOTAL ARRAY AREA(5q Ft) G8G.4 ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lbs/Sq Ft) 2.7 7470 SOUND AVE MATTITUCK, NY 1 1052 WIND DESIGN SUBJECT TO DAMAGE FROM LICENSE #G74G I-HI GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN SNOW DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL � LICENSE# 52G89-ME LOAD° Speed° Topographic Special Windborne CATEGORY' Frost TEMP` REQUIRED, HAZARD53 INDEXI TEMP Weathering' line Termite` (mph) effectsk wind region debris zone' depth' MOD TO FEMA OF NELV 20 140 NO NO NO B SEVERE 3 FT HEAVY 1 5°F YES ZONE X 1 599 5 1`F KQ��AR0 A G/GY0 MANUAL J DESIGN CRITERIA" �? Indoor d r :w UJI Elevation Latitude Winter Summer Altitude correction factor design Design temperature cooling Heating temperature m heatmg cooling tempera difference ture �03443 105 FT 4 1°N 1 5°F 50 F 1.00 70`F 75°F 55°F ARQFESS01 Wind Wind Coincident Winter Wint Cooling temperature difference velocity velocity Wet bulb Daily range humidity Summer humidity _ heating coohng ROOF FRAMING DETAIL I PROJECT NAME 15,F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GP @50%PH 0 U LLJ For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. 2 z z ILU LLJ Q a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth N — — L strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe MODULE MOUNTING CLAMP for concrete as � U determined from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. CZ LLJ b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction SOLAR MODULE l }- shall fill in the frost line depth column with the minimum depth of footing below finish grade. C EEL 3/8 O STAINLESS STEEL z c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. BOLT LE5ArID iST d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined Q l J on a site-specific basis in accordance with Section R301.2.1.4. (1) z O e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York O O State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also a- [f] see Figure R301.2(1).] NRIDGE ALUMINUM RAIL O Q Q f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. ALUMINUM V BRACKET (L N g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: ALUMINUM FLASHING i.The accompanying Flood Insurance Rate Map(FIRM), SHEET NAME ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ASPHALT SHINGLE ROOF STRUCTURAL DETAIL h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the 5/1 G"x G"STAINLESS effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." STEEL LAG BOLT WITH i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) 2 1/2"MIN THREAD value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" PENETRATION SEALED j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method WITH GEOCEL 4500 (Base 32°F)" DRAWING SCALE (EQUIVALENT OR BETTER) k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. [�I I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with I�J , I T ,5 "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or 1b from ACCA Manual J or established criteria determined by the jurisdiction. SHEET NUMBER o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at 21 p\ elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. MOUNTING DETAIL I G I IV-4 (`) See Figure R301.2(4)B. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID 2A768FFA-7DV07BZ9VEZAWB9_HUFI08RHHFQ493P7PRPJPGSCQNA LEGEND DESIGN E DRAFTING BY: �EXM11NG UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIE � NEW PV SUB-PANELS 0511I2-129 A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE REVISIONS PV MODULE DE5CRIPTI0N DATE REV ORIGINAL 3/25/2024 RACKING RAIL o ATTACHMENT POINT ---RAFTERS -*—ROOF PITCH ANGLE BSUNRUN METER ®VENT OPLUMBING VOLT ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITION r (POTENTIAL A ISSUES MATTITUCK, NY 1 195 U TRIM/REMOVE ASS N 7470 SOUND AVE NECESSARY LICENSE#G74G I-HI LICENSE# 52G89-ME OF NEIV Y NPHASE ENCHARGE 10 UNIT NEXT TO m MAIN ELECTRICAL SERVICE PANEL ZN x 1034A3 F� AROFESSIONP� UTILITY METER AIN SERVICE PANEL ON EXTERIOR WALL PROJECT NAM CONSTRUCTION SUMMARY 15TING FIRE-RATED (1) UNIT OF ENPHA5E _ENCHARGE I OKWH BATTERY ENERGY O U Z CO GARAGE BY OTHERS STORAGE SYSTEM w Z Q d (DIMENSIONS: 42.1 3""X 2G.14"X 12.50) IN ATTACHED lLl J GARAGE WITH REQUIRED FRONT CLEARANCE OF THIRTY-SIX C) _ — INCHES N ( U — ARAGE DOOR CONSTRUCTION NOTES g � p� z 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE O C) WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Q W 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH N z O MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE O� CZ O FIELD VERIFICATION. N j 4.)CONDUIT RUN/RACEWAY FOR BATTERY ENERGY STORAGE SYSTEM (BESS)SHALL BE LOCATED WITHIN FIRE RATED AREA. THE CONDUIT/WIRE RUNS TO THE EXISTING MAIN SERVICE PANEL AND TO THE PLP IN PVC CONDUIT SHEET NAME INSIDE OF THE EXISTING BASEMENT AND THEY SHALL BE LOCATED INDOORS. BATTERY PLAN THIS BE55 SYSTEM 15 COMPLIANT WITH THE SECTION P327 OF THE INTERNATIONAL RESIDENTIAL CODE, AS [PARTIAL GARAGE PLAN FOR BATTERY ENERGY STORAGE SYSTEM] AMENDED BY THE NEW YORK STATE UNIFORM CODE. G.)THE BATTERY LOCATION MUST ADHERE TO THE FIRE SAFETY STANDARDS OUTLINED IN THE NEW YORK STATE DRAWING SCALE FIRE CODE (NY5 FIRE CODE R302). IT 15 IMPERATIVE THAT THE AREA WHERE DE55 15 LOCATED BE INSPECTED AND I //� 11 — 11_01 APPROVED BY THE DESIGNATED FIRE CODE ENFORCER TO ENSURE COMPLIANCE. PLEASE BE ADVISED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT 15 UNDERSTOOD THAT IT MUST MEET THE NUMBER AFOREMENTIONED FIRE CODE REGULATIONS. PV-5 TAX MAP: 1 000 125000100002023 Zoho Sign Document ID:2A768FFA-7DV07BZ9VEZAWB9-HUF108RHHFQ493P7PRPJPGSCQNA SOLAR ARRAY ON MAIN HOU5E 1 3.2 kW (33)QCELL Q.PEAK DUO BLK NIL-G 1 0+400 WATT PV MODULES DESIGN t DRAFTING BY: (2)STRINGS OF(13)MICRO-INVERTER5 t'!;STRING OF(7)MICRO-INVERTER5 ELEMENT ENERGY LLC '(3)5TRING5 TOTAL REVIEW BY J.M.NABCEP CERTIFIE 051I12-129 STRING # - - - - - - - - - - - - - REVISIONS r- ------------- - DESCRIPTION DATE REV I �- --------------- ORIGINAL 3/25/2024 I I I I STRING#2 I r------------- - C I -- -� -AWG#6,THWN-2 I I MICRO-INVERTER I -AWG#8 EGC,THWN- I -AWG#8 EGC,THWN-2 ENPHASE I�PWS.72.2-U5 IN 3/4"PVC CONDU IN 3/4"PVC CONDUIT TO UTILITY GRID I I 2a0 V. .21 A I I 97%CEGW5"'TED EFF. 5TRI NG #3 NEMA G.UL LISTED AC D15CONNECT CONTRACTOR r-_ ________ TYPICAL ELEMENT ENERGY, LLC. iRfCTIONAL 0 3TIUTYMETER 7470 SOUND AVE -_ -----_—__— __— IMAM.zaov MATTITUCK, NY 1 195 ENP A�EBaANa I t " LICENSE # G74G I-HI I CIRCUIT CABLE PICA • • LICENSE# 52G89-ME I I I -AWG#1 2.THWN-2 I I AWG#8 EGC.BARE IN 3/ "PVC`CONDUIT 1 ENP7ASE 10 5YSTEM CONTROLER 2 i i 7 ij �!QF N EIV y 0 A GAG O I I o OAD cc, LLER I 1 I 1 I I 1 - � T �J I I T T m n•� Z Lu 103443 I -AWG#12,THWN-2 T I I T Aj4 P� I I -AWG#8 EGC.BARE I I N ��551� I I IN 3/4"PVC CONDUIT I I I I -AWG#8 EGC.THWN-2 I I I I 'N 3/4"PVC CONDUIT I I 1 I I I � � PROJECT NAME AC COMBINER BOX 1 1 VAN 5`_RVICE PANG' 1 G -------------J 1 W U LL1 CO l•-1L-1 I I N W z aZ III /-off III /-ICI I'I�/-III I G FLU W --J --J _ I I L_ __J I EXI5TING GROUNDING I I EEC RODE SYSTEM I I -A7#8 EGC,THWN- �1 IN 3/4"PVC CONDU =NPHASE ENCHARGE 10 i t 1 _ O Q z 1 240 VAC. I G A — NEMA 3R Ll -fll--1 TYPICAL Q `(Y� J N 1 --a ll..l V J < W O Q Q I m (\j J I I TH I I -AWG#8 EGC:THWN-2 1 - "WE IN 3/4"PVC CONDUIT I I N ELECTRICAL NOTES L------- SACK-JP---� LOAD PANEL 3 LINE DIA. 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. GENERAL NOTES 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 900C WET ENVIRONMENT. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. 1.)THE BE55 PROVIDES MONITORING AND BALANCING CELL 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.2G. VOLTAGES,CURRENTS, DRAWING SCALE 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILL AND TEMPERATURES WITHIN THE MANUFACTURER'S SPECIFICATION APPLICABLE CODES AND STANDARDS. THROUGH WEB AND MOBILE APPLICATIONS. G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 2.)THE HEAT DETECTOR OR HEAT ALARM SHALL BE INSTALLED AND N .T.5. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. INTERCONNECTED WITH SMOKE ALARM AND THE BE55 SYSTEM 8.)MODULE GROUNDING CUPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL,PER THE GROUNDING CUP MANUFACTURER'5 INSTRUCTION. SHALL TRANSMIT AN ALARM SIGNAL VIA MOBILE PORTAL OR THE 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG OR IL5CO GBL-4DBT LAY-IN LUG. SMOKE AND/OR HEAT ALARM/DETECTOR IF POTENTIALLY 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(posifivdnegative) HAZARDOUS TEMPERATURES OR OTHER CONDITIONS SUCH A5 OR SHORT CIRCUITS,OVER VOLTAGE OR UNDER VOLTAGE ARE 5HEET NUMBER 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. DETECTED. ^�- 1 1.)THE INSTALLATION COMPLIES WITH P327 ENERGY STORAGE SYSTEMS. 3.)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON r 12.)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-51ZING A5 REQUIRED BY FIELD CONDITIONS. MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT ALL CONDUCTORS NOT UNDER ARRAY ARE TO BE IN CONDUIT MINIMUM 7/8"ABOVE ROOF WITH PROPER JUNCTION BOX AT EACH END. UP-51ZING AS REQUIRED BY FIELD CONDITIONS. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID:2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHFQ493P7PRPJPGSCQNA Town of Southold August 16th, 2024 Building Department ; Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Battery Energy Storage System and Roof-Mounted PV System at Babinski Residence. Located at 2400 Aldrich Ln. Laurel. NY 11948 To Town of Southold: I hereby affirm and certify that, following comprehensive professional evaluations, the plans for the installation of both the Solar PV System and the Battery Energy Storage System (BESS) comply with the 2020 Residential Code of New York State, the 2020 Building Code of New York State, the 2020 Fire Code of New York State, the 2017 National Electric Code, ASCE 7-16, and other relevant industry standards and regulations. These certifications are provided in strict adherence to the governing regulations and standards applicable to such installations. For the Solar PV System, it is my professional opinion that the subject plans comply with the aforementioned codes and standards. The structural framing of the existing roof has been evaluated to support the additional loads from solar panels, with deflection and stresses within allowable limits for wind pressures and snow loads specified in the codes. The mounting locations and'methods indicated in the plans are deemed adequate, and the existing building and roof framing are structurally sufficient to support the solar panels. Regarding the Battery Energy Storage System (BESS), the proposed plans have undergone thorough scrutiny and are confirmed to align with requisite codes and standards. Utilizing Lithium Iron Phosphate technology, the BESS adheres to UL9540A standards to prevent thermal runaway. The enclosure design meets fire-resistant requirements outlined in the NYS Building Code. In my professional opinion, derived from site inspections and detailed analyses, both the proposed Solar PV System and the BESS, including the enclosure system, demonstrate structural adequacy to withstand associated reactions. Please feel free to contact me if you have any questions or require further clarification. Sincerely, Of NEIV 0 A G7Gis��� Gennaro Anthony Giustra. P.E. Great Eastern Services, Inc. w ` PO Box 240 y 24 Harvey Rd �O 10344, Riverhead, NY 11901 - AR��sstoNP� Mobile: 631.235.0189 Email: jerrygiustra@gmail.com, N O V 1 9 2024 ,. ,_ a Zoho Sign Document Oi 2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHF0493P7PRPJPGSCONA SCOPE OF WORK °ELEME_ ENERGY BY: ELEMENT ENERGY LLC TO IN5TALL A 13.2 KWDC PV 5Y5TEM AND A 10 KW BATTERY ENERGY STORAGE 5Y5TEM AT BABIN5KI RESIDENCE, Review BY .M.NABCEP cERT1EiE LOCATED AT 2400 ALDRICH LANE, LAUREL, NY 1 1948. os I z- z9 THE POWER GENERATED BY THE PV SYSTEM AND BATTERY ENERGY STORAGE SYSTEM WILL BE INTERCONNECTED WITH Cu choque THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS SYSTEMRATING OESCRIPfION DATE REV Iron Pier® Matntuck New Surfolk ORIGINAL 3-25-2024 wn cy� REVISION 8-I6-2024 A 10 kW AC 5TC BATTERY ENERGY STORAGE SYSTEM Beach 13.2 KW DC 5TC PV 5Y5TEM EQUIPMENT SUMMARY N°n°iile a°,el Robins Island I UNIT OF ENPHA5E ENCHARGE 10 KW BATTERY ENERGY STORAGE 33 QCELL Q.PEAK DUO BLK ML-G 10+ 400 WATT PV MODULES 33 ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS Jamesport m" I IRONRIDGE XRI 00 MOUNTING 5Y5TEM � SN CONTRACTOR HEET INDEX ELEMENT ENERGY, LLC. PV-2 SOE PLAN 7470 SOUND AVE PV-3 PV PLAN w MATTITUCK, NY 1 195 PV-4 STRUCTURAL DETAILS PROJECT LOCATION LICENSE#G74G I All PV-5 BATTERY PLAN LICENSE# 52G89-ME PV-G ELECTRICAL DIAGRAM 1 PV-7 LABELS l GOVERNING CODES NO" 1 9 LL OF NEWy 2017 NATIONAL ELECTRICAL CODE. CO ?�0 A G- 5p- 2020 RESIDENTIAL CODE OF NEW YORK STATE. 2020 BUILDING CODE OF NEW YORK STATE. v M 3 1 f 2020 FIRE CODE OF NEW YORK STATE. " f A5CE 7-1 G AND NFPA-70. ZcA +F UNDERWRITERS LABORATORIE5(UL)STANDARDS ' 9 �O 103443 05HA 29 CFR 1910.299 �O4O�SS,ONP�' GENERAL NOTES PROJECT NAME 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT _ O W LLJ THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE L U Z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK w Q AGREE THE SAME. AERIAL VIEW LLI 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED } C) APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP 0_/ w v INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION g a/ � z AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. , 0 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES � ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO LU Q W COMMENCING WITH WORK. LU JURISDICTION. � z C) ry 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS Q < WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE O N CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS —I THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND HEALTH ADMINISTRATION. THI5 SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL ASSUME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY %AME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL A5 PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 CONSTRUCTION. COVE SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NY5 CODE5*REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLAN5 WITHOUT THE WRITTEN COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 DRAWING scALE CERTIFICATION OF THESE PLANS. WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON 8. THE5E DRAWINGS A5 IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY BA515 OR SOONER IF CONDITIONS (�I WARRANT. ' `� •T•5 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE THEY ARE NOT TO BE U5ED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE EXTENSIONS TO THI5 PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 5rIEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. EXISTING WORK ADJACENT TO HI5 WORK, OR DAMAGED A5 PV- RESULT of H15 WORK. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID.2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHF0493P7PRPJPGSCQNA LEGEND DESIGN 6 DRAFTING BY: ®EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIE aNEW PV SUB—PANELS 051 1 1 2-1 29 A/C DISCONNECT COMBINER o INVERTERS Q 3 o REVISIONS GND ELECTRODE ^� DESCRIPTION DATE REV PV MODULE Oo ORIGINAL 3-25-2024 RACKING RAIL oO Q �� REV1510N 8-1 G-2024 A o O ATTACHMENT POINT ---RAFTERS \� ��� ry�O CO —ROOF PITCH ANGLE J eSUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY COMPOSITE CONDITION IONDITTIION GLES ELEMENT 7470 SOUND AVE POTENTIAL SHADING ISSUES '.TRIM/REMOVE AS NECESSARY MATTITUCK, NY 1 195 LICENSE#G74G 1-111 LICENSE # 52G59-ME �pF NEW 58'-32" _ _ �Q� 0 A cT NEW DATTERY EN Y m W _ 2 STORAGE 5Y5TEM NEXT TO THE MAIN ELECTRICAL 8"FlRE SETBACK QR DGE p34A3 SERVICE PANEL IN THE NPR EXISTING ATTACHED GARAGE 8°FIRE SETBACK QR DGE F�Ss10 PROJECT NAME EY15TING MAIN ELECTRICAL 5EPVICF PANEL W j o LLJ U z CO w Z Q 18'-3 2 N n U 8 /Ul g LLJ I TING UTILITY METER %y O Q z NEW PV AC D15C, NNE CT LLLJ i / LD Z O CLI O m Q O QCO N Q 6"x 30 GROUND ACCE55 TYP. 5MEET NAME SITE PLAN CONSTRUCTION NOTES DRAWING 5CALE 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. I /(511 = I 1-011 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4.)THE BATTERY ENCLOSURE SHALL BE COMPLIANT WITH 2O20 NY5 FIRE CODE THE BATTERY ENCLO5UREMU5T ADHERE TO THE FIRE SAFETY STANDARDS OUTLINED IN THE NEW NJMBER YORK STATE FIRE CODE(NY5 FIRE CODE R302). IT 15 IMPERATIVE THAT THE EXISTING GARAGE BE �`�/'_n c INSPECTED AND APPROVED BY THE DESIGNATED FIRE CODE ENFORCER TO ENSURE COMPLIANCE. PLEASE BE ADVISED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT IS TAX MAP: 1000 25000 00002023 UNDERSTOOD THAT IT MUST MEET THE AFOREMENTIONED FIRE CODE REGULATIONS. Zoho Sign Document ID 2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHFQ493P7PRPJPGSCQNA LEGEND DESIGN&DRAFTING BY: ®o EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW 5Y J.M.NABCEP CERTIFIE NEW PV SUB-PANELS o �1 05)1I2-129 CO DISC 0 �� INVERTERS GND ELECTRODE ` O �GyO REVISIONS F E5CRIPTION DATE REV RI PV MODULE � OGINAL 3-25-2024 RACICING RAIL oO O O REV1510N 8-1G-2024 A O ATTACHMENT POINT ^� �O �� ---RAFTERS �r -*—ROOF PITCH ANGLE BSUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT ® CONTRACTOR CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITION POTENTIAL SHADING ISSIIEs 7470 50UND AVE -I;TRIM/REMOVE AS NEtIESSARY MATTITUCK, NY 1 1952 LICENSE#G74G I-HI LICENSE# 52G89-ME of NEIV)- # ��4g0 A C O W EATTEPY Y �P s.} STORAGE SYSTEM NEXT TO 0 W THE MAIN ELECTRICAL s"FIRE sETaACK gR DGE SERVICE PANEL IN THE ti� EXISTING ATTACHED GARAGE a•f 1Re 5 CK R1 DGE �034A3 �SS10NP� EXISTING MAIN ELECTRICAL SE VI PAN J PROJECT NAME Ld U- U Z CO EX15TING LTILI M T D% W — r f . . - --- ---- -- -t `__-_ --_ ---- --- - D - lu w z O 4I N fL ARRAY#I G"x 30 GROUND ACCESS TYP. 33 MODULE5 20'PITCH -E-'ti AV E 238°AZIMUTH CONSTRUCTION SUMMARY PV PLAN (33) QCELL Q.PEAK DUO BILK ML-G 10+ 400 WATT PV MODULES (DIMENSIONS: 74"X 4 1.1"X 1.3") (33) ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTER5 (54)ATTACHMENT POINTS @ G4"O.C. MAX. (2G7.2) LF IRONRIDGE XK 100 MOUNTING SYSTEM. DRAWING SCALE ROOF TYPE: A5PHALT SHINGLE(SINGLE LAYER) 3/32" CONSTRUCTION NOTES ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 31EET NUMe2eR 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. PV-3 4.)WALL5 AND CEILING IN51DE THE BATTERY ENCL05UPE 5HALL BE LMINATED WITH 5/8"TYPE X 5HEETROCK OR EQUIVALENT 5.)THE DOOR OF Tt1E BATTERY ENCLOSURE 511ALL BE 30"WIDE MINIUMUM 20 MINUTE FIRE RATED DOOR. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID 2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHFQ493P7PRPJPGSCQNA ITEM I DESCRIPTION ARRAY#I LOAD CALCULATION ARRAY A (RB) I Rid a Beam/Board 2"X 1 2" D. FIR DE51GN t DRAFTING Rafters 2"X 10" D. FIR I G"O.C. ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 48.5 (D) Deckin 5/8"CDX 5HEATHING REVIEW BY J.M.NAECEP CERTIFIE OSI 112-129 #OF MODULE5 33 (P) Pitch 20° TOTAL MODULE WEIGHT(Lbs) I G00.5 J Ceilincl Joist 2"X 8"D. FIR I GIB O.C. (C) Collar Ties 2"X G"D. FIR 48 O.C. REVISIONS TOTAL LENGTH OF RAIL(Ft) 2G3.2 (H) Horizontal Span of(R) 1 90"MAX. DESCR PT ON DATE REV ORIGINAL 3-25-2024 RAIL WEIGHT PER FOOT(Lbs) O.GB (R) (RB) REVISION 8-16-2024 A TOTAL RAIL WEIGHT(Lbs) 179.0 #OF 5TRANDOFF5 - (D) WEIGHT PER 5TRANDOFF(Lbs) 1� TOTAL STANDOFF WEIGHT(Lbs) 106 TOTAL ARRAY WEIGHT(Lbs) 1887.5 POINT LOAD(Lbs) 35.0 CONTRACTOR TOTAL ARRAY AREA(5g Ft) G5G..4 ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lbs/5q Ft) 2.7 7470 SOUND AVE 952 WIND DESIGN SUBJECT TO DAMAGE FROM a) M CEN5 CK, 7 I I -H GROUND SEISMIC WINTER ICE BARRIER AIR MEAN LICENSE#G74G I-111 SNOW DE51GN Frost DE51GN UNDERLAYMENT HAZOARD59 FREEZING ANNUAL LICENSE# 52G8O-ME LOAD' Speed' Topographic Special Wmdborne CATEGORY' Weathenng° line Termite TEMP` REQUIRED' INDEXi TEMP) (mph) effects, wind region' debris zone' deptFl� MOD TO FEMA OF NEW 20 40 NO NO NO B SEVERE 3 FT HEAVY 15°F YES ZONE X 599 7 \P� O A GiGyO� MANUAL J DE51GN CRITERIA" * Indoor Winter Summer desi n Heatin temperature Elevation Latitude heating cooling Altitude correction factor tempera Design temperature cooling difference ture (J) � r03443 105 FT 4 1°N 8G°F 1.00 70°F 75°F 55`F AROFESSIONP� Wind Wind C Winter Cooling temperature difference velocity elocity Coil Daily range Summer humidity - � heatima cooling wet bulb humidity ROOF FRAMING DETAIL I I PROJECT NAME S`F 1 5 MPH -.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RN 0 W U z * For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. w z ILI Q a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth _ strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as MODULE MOUNTING CLAMP determined from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. U b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction 50LAR MODULE � E/ Z shall fill in the frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL 3/8 O C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. U) 2 BOLT AND NUT J Q d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined 0 (J-) W on a site-specific basis in accordance with Section R301.2.1.4. (LLJ J) Z O e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York C) O � State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also n [� see Figure R301.2(1).] NRIDGE ALUMINUM RAIL Q Ct Q f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. ALUMINUM°L BRACKET m N g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: ALUMINUM FLA5H ING i.The accompanying Flood Insurance Rate Map(FIRM), =ET NAME ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ASPHALT 5HINGLE ROOF STRUCTURAL DETAIL h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the 5/1 G"x G"5TAINLE55 effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." 5TEEL LAG BOLT WITH 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) 2 1/2"MIN THREAD value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" PENETRATION SEALED j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method WITH GEOCEL 4500 (Base 32°F)" (EQUIVALENT OR BETTER) DRAWINo ,.ALE k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. [ I T 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with I�f "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or 1 b from ACCA Manual J or established criteria determined by the -IfT NV jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at 2 P V—4 elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. MOUNTING DETAIL (') See Figure R301.2(4)B. TAX MAP: 1 000 125000100002023 Zoho Sign Document ID 2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHFQ493P7PRPJPGSCQNA LEGEND EPIEVIEW 4 DRAFTING BY: ®DaSTING UTILITY METER NT ENERGY LLC MAIN SERVICE PANEL NEW PV SUB—PANELS 1 1 N2-1 20 CERTIFIE A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE RFV1510N5 DE5CRIFTION DATE REV PV MODULE ORIGINAL 3-25-2024 —RACKING RAIL REVISION 8-16-2024 A 0 ATTACHMENT POINT ---RAFTERS ROOF PITCH ANGLE BSUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CHIMNEY CONTRACTOR ® ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITION 7470 SOUND AVE F�POTENTIAL SHADING ISSUES _i MIM/REMOVE AS NECESSARY MATTITUCK, NY 1 1952 LICENSE# G74G I-HI LICENSE# 52G89-ME OF NEIry1- y,�P 0 A G�Gs0�� NPHA5E ENCHARGE 10 UNIT NEXT TO m MAIN ELECTRICAL 5ERVICE PANEL O 103443 SS10NP�' UTILITY METER AIN SERVICE PANEL ON EXTERIOR WALL PROJECT NAME CONSTRUCTION SUMMARY CLI ISTING FIRE-RATED (1) UNIT OF ENPHA5E ENCHARGE I OKWH BATTERY ENERGY U_ U Z STORAGE SYSTEM GARAGE BY OTHER5 LU Z Q (DIMENSIONS: 42.13""X 2G.14"X 12.50) IN ATTACHED ILJ _I GARAGE WITH REQUIRED FRONT CLEARANCE OF THIRTY-SIX _ — INCHE5 u) U — ARAGE DOOR CONSTRUCTION NOTE5 g LU Z 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE O WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. o 2 Q W 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH LU z O R MINIMUM NEMA 3 RATING. Q 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE O_ O FIELD VERIFICATION. 0 N J 4.)CONDUIT RUN/RACEWAY FOR BATTERY ENERGY IL CD STORAGE SYSTEM (BE55)SHALL BE LOCATED WITHIN FIRE RATED AREA. THE CONDUITAVIRE RUN5 TO THE EXISTING MAIN SERVICE PANEL AND TO THE PLP IN PVC CONDUIT SHEET NAME INSIDE OF THE EXISTING BASEMENT AND THEY SHALL BE LOCATED INDOORS. BATTERY PLAN 5.)THI5 BE55 SYSTEM 15 COMPLIANT WITH THE SECTION R327 OF THE INTERNATIONAL RESIDENTIAL CODE, A5 [PARTIAL GARAGE PLAN FOR BATTERY ENERGY 5TORAGE SYSTEM] AMENDED BY THE NEW YORK STATE UNIFORM CODE. G.)THE BATTERY LOCATION MUST ADHERE TO THE FIRE SAFETY STANDARDS OUTLINED IN THE NEW YORK STATE DRAWING SCALE FIRE CODE(NY5 FIRE CODE R302). IT 15 IMPERATIVE THAT THE AREA WHERE BE55 15 LOCATED BE INSPECTED AND I /�11 = I 1-01 APPROVED BY THE DESIGNATED FIRE CODE ENFORCER TO ENSURE COMPLIANCE. PLEASE BE ADVISED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT 15 UNDERSTOOD THAT IT MUST MEET THE -,"ffT NUMBER AFOREMENTIONED FIRE CODE REGULATIONS. PV-5 TAX MAP: 1 000 1250001000020231 Zoho Sign Document ID.2A768FFA-7DV07BZ9VEZAWB9-HUFIOBRHHFQ493P7PRPJPGSCQNA 50LAR ARRAY ON MAIN HOUSE 13.2 kW ELECTRICAL NOTES (33)QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES DESIGN 4 DRAFTING BY: (1)STRING OF(13)MICRO-INVERTER5.(2)5TRING5 OF(7)MICRO-INVERTER5 4(1)STRING OF(G MICRO-INVERTERS ELEMENT ENERGY LLC •(3)STRINGS TOTAL I.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR IT5 APPLICATION, 2.)ALL CONDUCTORS 5HALL BE COPPER, RATED FOR GOO V AND 909C WET ENVIRONMENT. REVIEW 5Y J.M.NABCEP CERTIFIE 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND LOCATED A5 CL05E A5 P05515LE TO THE NEARE5T RIDGE,HIP,OR VALLEY. 051 1 1 2-1 29 STRING#1 _ _ _ _ _ _ 4.)WORKING CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT 5HALL COMPLY WITH NEC 110.2G. _ _ _ _ _ _ _ _ _ _ _ _ _ 5.)DRAWING5 INDICATE THE GENERAL ARRANGEMENT OF 5Y5TEM5. CONTRACTOR 5HALL FURNI5H ALL NECE55APY OUTLET5,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL F_ ____________ REVISIONS APPLICABLE CODE5 AND STANDARDS. +- -------------- G.)WHERE 51ZE5 OF JUNCTION 5OXE5,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,THE CONTRACTOR 5HALL 51ZE THEM ACCORDINGLY. DE5CRIFTION DATE REV 7.)ALL WIRE TERMINATION5 5HALL BE APPROPRIATELY LABELED AND READILY V15115LE. ORIGINAL 3-25-2024 8.)MODULE GROUNDING CUPS 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 WEER LUG OR IL5C0 GBL-4DBT LAY-IN LUG. REv151oN e-IE-zo2a A 10.)THE POLARITY OF THE GROUNDED CONDUCTOR5 15(po5ltive/negative) STRING#2 OR _-------__ - - - - - - - 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND 5HALL COMPLY WITH NEC G90.35. 1 1.)THE INSTALLATION COMPUE5 WITH P327 ENERGY STORAGE 5Y5TEM5. 12.)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENT5 AND ARE NOT MEANT TO LIMIT UP-51ZING A5 REQUIRED BY FIELD CONDITIONS. ------------ ALL CONDUCTORS NOT UNDER ARRAY ARE TO BE IN CONDUIT MINIMUM 7/8"ABOVE ROOF WITH PROPER JUNCTION BOX AT EACH END. I I I I I I STRING#3 _ 1 - - - - - - - - - - - - - 3-AWG#G.THWN-2 CONTRACTOR r- ---------- - - - - - - - - - - - - - - - - - - - - I-AWG#8 EGC.THWN- I-AWG#8 EGC.THWd-2 - - - IN 3/4'PVC CON DU IN 3/4"PVC CONDUIT To�ILITY GRID ELEMENT ENERGY, LLC. I 1 I -- ------------ ---- ---- -- ---- ---- ---- ---- ---- -- ---- ACD15CONNE:T 7470 SOUND AVE I ---- MICROANVERTER N ENFHA5E IC6P U5-T2-2-U5 MATTI U K, Y I I 5 240 VAC.1.2)A .DIRECTIONAL STRING#4 O PHASE zaov LICENSE# 5 689-ME 97%CEC-WFJ G'1TED EFF. 1 I I _ _ _ _ _ _ _ NEMA C.UL LISTED TYPICAL I 1 I I I ■ 1 I I ---------- O N yy I I I I ENPNASE O A 0 BRANCH G I I I CIRCUIT CABLE TYPICAL En1PMA5E IQ SYSTEM CONTROLLER 2 se. 0 I 1 1 I 1 t FQ 103443 I -AWG#12.THWN-2 I I V I I I I I -AWG#8 EGC.BARE v I I I I I I SstQNP I I I I "IN 3/4 PVC CONDUIT I 1 1 I I 1 1 I I 1 1 AWG#I 1.LOAD CONTROLLER N -AWG#8 EGC,THWN-2 - I I I I I PROJECT NAME 1 I vA IN 3/4"PVC CONDUIT c 1 I � I � LL--L W 1 I I -- c G _--_--_--_--J I 'JAIN 5ERVICE PANEL IL / \ (� j T I I %a `Zl Q I I I I L n w rt� I I I N C) v, AWG#12.THWN-2 I L G n I I I I -AWG#8 EGC.BARE I I } � = IN 3/4"PVC CONDUIT 1 1 , STING (- - ( ) GROUNDING 1 I I I --.'TRODE SYSTEM 1 Z COMBINER BOX (I)ENPHA5E ENCHARGE 10 1 1 240 VAC. )G A i — NEMA 3P, J TYPICAL LLJ Z O Q I -- I I -AWG#8 EGC.THWN- IN 3/4'PVC CON DU I I - TH - 1 I-AWG#8 EGC.THWN-2 I SHEET NAME N IN 3/4'PVC CONDUIT I N :w �------ -- A�.< 3 LINE D I A. BACK-UP LOAD PANEL I L GENERAL NOTES 1.)THE 5E55 PROVIDES MONITORING AND BALANCING CELL VOLTAGES,CURRENTS, DRAWING SCALE AND TEMPERATURES WITHIN THE MANUFACTURER'S SPECIFICATION THROUGH WEB AND MOBILE APPLICATION5. 2.)THE HEAT DETECTOR OR HEAT ALARM 5HALL BE INSTALLED AND N .T.S . INTERCONNECTED WITH 5MOKE ALARM AND THE BE55 5Y5TEM 5HALL TRAN5MIT AN ALARM 51GNAL VIA MOBILE PORTAL OR THE SMOKE AND/OR HEAT ALARM/DETECTOR IF POTENTIALLY HAZARDOUS TEMPERATURE5 OR OTHER CONDITIONS SUCH A5 SHORT CIRCUITS,OVER VOLTAGE OR UNDER VOLTAGE ARE 5HEET NUMBER DETECTED. \ 3.)CONDUIT AND CONDUCTORS 5PECIFICATION5 ARE BASED ON P V/ -6 MINIMUM CODE REQUIREMENT5 AND ARE NOT MEANT TO LIMIT UP-51ZING A5 REQUIRED BY FIELD CONDITIONS. TAX MAF: 1 000 125000100002023 Zoho Sign Document ID:2A768FFA-7DV07BZ9VEZAWB9_HUF108RHHF0493P7PRPJPGSCQNA Gll SERVICE METER O O DE EIMENTDNERGY LLC INSTALLATION NOTE REVIEW BY J.M.NABCEP CERTIFIE 11 SOLAR PV SYSTEM PHOTOVOLTAIC • • • I ( I ) ALL LABEL SHALL BE I N5TALLED IN 051 1 12-1 29 EQUIPPED WITH � soLARSREAKER ` DC DISGORRE ACCORDANCE WITH THE 2017 NEC -- -- _- REVISIONS RAPID SHUTDOWN ® OPERATING VOLT` REQUIREMENTS. DE5CRIFn0N DATE OPERATING CURRENT A (2) ALL LOCATIONS ARE APPROXIMATE AND OR GINAL 3-25-2024 SOLAR AC LOAD CENTER - OUTSIDE PvAkws" I DO NOT RELOCATE TM •• MAX SYSTEM VOLTAGE VDC REQUIRE FIELD VERIFICATION. REV15ION 8-IE-2024 A i OVFdXRW DEVICE (3) LABEL5, WAKNING(5) AND MARKING 0 TIMRW SHUTDOWN SWITCFITO 9 SHALL BE IN ACCORDANCE WITH NEC THE*OFFPOSITION TO SHUT DOWN 1 10.2 1 (B). I PV SYSTEM MID REDUCE CAUTION SNn AZARDM THE AWAY AC DISCONNECT � r,TO a„M�w (4) THE MATERIAL USED FOR MARKING FROM THE FOLLOMM SOUMM� I j — -- - - —" DMCOWAMM`)"TWAS °"" MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE O ® "'" ` COMPLIANCE WITH NEC 1 1 0.2 1 (15)(3). CONTRACTOR ELEMENT ENERGY, LLC. P. �C (5) THE PV SYSTEM CIRCUIT CONDUCTORS 7470 SOUND AVE 5HALL BE LABELED IN5TALLED IN IMATTITUCK, NY 1195 TN�Ea,AIBITF®sYIII,LTIPt� I OF A RAT DUAL POWER SUPPLY ' COMPLIANCE WITH NEC G90.3 I . LICENSE # G74G 1-Hi SOURCES TOT AL M� u % OVERCURREWro�8 DICLtDINc 1 SOl1RCE3 IJT�ITY(a'�D * LICENSE # 52689-ME UM SUPPLY OVERCURRM AND w SOLAR DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM M CONDUIT - INSIDE BUILDING AWOCI1YOFBUSBAR -- -- OF NEIV P OA O I THIS SERVICE METER + IS ALSO SERVED BY A Tn W ELECTRIC SHOCK HAZARD "PHOT=OVOLTAIC SYSTEM I PHOTOVOLTAIC SYSTEM TENIIIIMLSOMT}EUIE/MD PMQ �O LOAD SEES 111M BE BIBEM �03449_DO NOT ADD LOADS A�103445NP\ CONDUIT - OUTSIDE BUILDING - -- -- --- ® PROJECT NAME C) LU LLJ DUAL POWER WSUPPLY w W Q ISOURCES.UTILITY GRID AND c PV SOLAR ELECTRIC SYSTEM } �_ _ — MAIN SERVICE PANEL - OUTSIDE (s) U — O A CAUTION SOLAR CIRCUIT a-/ U O C Z O2 O3 OS _ A CAUTION _ ! o Q W// SOLAR ELECTRIC SYSTEMCOI•ECTED LU Z O U-J O • • • o m O 6 ' • Q d Q Cp N MAIN SERVICE PANEL - INSIDE '• •• POWER SOURCE i OUTPUT CONNECTION 51EET NAME ® O DO NOT RELOCATE THIS OVERCURRENT DEVICE 51GNAGE AC DISCONNECT/BREAKER DRAwINGSCA-E OOOGG N .T.S. ------------------- 5HEET NUMBER PV-7 TAX MAP: 1 000 1250001000020231 powered by e - DUO YR TOP BRAND PV nngrrE ' 2020 Warranty Q CELLS Protluc BPenormame yield Security BREAKING THE 20%EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.6%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behavior. _ ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology,Anti PID Technology',Hot-Spot Protect and Traceable Quality Tra.QTM EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow(6000 Pa)and wind loads(4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. > STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative 12-busbar design with Q.ANTUM Technology. APT test conditions according to IEC/TS 62804-1:2015,method 8(-1500 V,168h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays ion n (10 residential buildings Engineered in Germany OCELLS r .•-� MECHANICAL SPECIFICATION Format 72.4 in x 40.6 in x 1.26in(including frame) :A•i166omm1 (1840mm x 1030mm x 32 mm) az.a•1loee mml 16.0-1"°""� Weight 43.0Ibs(19.5kg) :a1r nzoo mml Front Cover O.11in(2-8mm)thermally pre-stressed glass with anti-reflection technology <+GanOeOpw i10-I.6 mml Fmma Back Cover Composite film 36A-16a1mm1 Frame Black anodized aluminum ® 666•uowmml Cell 6 x 22 monocrystalline o.ANTUM solar half cells Junction Box 2.09-3.98in x 1.26-2.36in x 0,59-071in =47.2•11xoomml (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes ' `�' 0.0,6inpe neM Cable 4ni Solar cable;(+)>47.2in(1200mm),(-)>-47.2in(1200mm) } <.Mwm.o.uelDe AIL AI } Connector Staubli MC4;IP66 INLA oea•IH 1 -1 r 1z6"lummt oas•tz6 s mmI I�Ta ar Ie sal ELECTRICAL CHARACTERISTICS POWER CLASS 365 370 375 380 385 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W -OW) Power at MPP' PMPP [W] 365 370 375 380 385 Short Circuit Current' ISc [A] 10.40 10.44 10.47 10,50 10.53 E � Open Circuit Voltage' V00 [V] 44.93 44.97 45.01 45.04 45.08 5 Current at MPP IMP, [A] 9.87 9.92 9.98 10.04 10.10 Voltage at MPP VMPP IV] 36.99 37.28 37.57 37.85 38.13 Efficiency' II [%] a19.3 a19.5 >-198 >-20.1 >_20.3 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT3 Power at MPP PMPP [W] 273.3 277.1 280.8 284.6 288.3 E Short Circuit Current Isc [A) 8.38 8.41 8.43 8.46 8.48 E Open Circuit Voltage Voc IV] 42.37 42.41 42.44 42.48 42.51 'c Current at MPP 1- [A] 7.76 7.81 7.86 7+91 7.96 Voltage at MPP VMPP IV] 35.23 35.48 35.72 35.96 36.20 'Measurement tolerances PMPP±3%;I_Von±5%at STC 1000W/m'.25±2'C,AM 1.5 according to IEC 60904-3.2800 W/mz,NMOT,spectrum AM 1.5 O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE x sso -Soo At least 98%of nominal power during first year.Thereafter max.0.5% _ ., .... degradation per year.At least 93.5% 10o U w W of nominal power up to 10 years.At w W least 86%of nominal power up to I of w 25years. ro I a io 5 z M cAll data within measurement tolerant- ¢ m es.Full warranties in accordance with the warranty terms of the O CELLS .00 aao am •000 0 IRRADIANCE[W/m11 p 0 6 sales organisation of your respective o 1e country. Lo YE Rs Typical module performance under low irradiance conditions in comparison to STC conditions(25oC,1000 W/ms) Lo M TEMPERATURE COEFFICIENTS Temperature Coefficient of I., a [%/KJ +0.04 Temperature Coefficient ofVoc [%/K] -0.27 Temperature Coefficient of PMPP y [%/K] -0.35 Nominal Module Operating Temperature NMOT ['F] 109±5.4(43±3oC) m 0 PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage V_ IV] 1000(IEC)/1000(UL) PV module classification Class II o w Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 Max.Design Load,Push/Pull3 [Ibs/ft'] 84(4 0 00 Pa)/55(26 6 0 Pa) Permitted Module Temperature -40°Fupto+185oF 0 Max.Test Load,Push/PU113 [Ibs/fts] 125(6000Pa)/84(400OPa) on Continuous Duty (-40oCupto+85°C) ffi 3 See Installation Manual QUALIFICATIONS AND CERTIFICATES PACKAGING AND TRANSPORT INFORMATION - _o UL61730.CE-compliant. 6a IEC61215�2016. OP �61/ 11/ �61/ O-O61730 atentN 16, ® ♦ ♦ a U.S.Patent No.9,893215 /` /`� .w65.Mw6 Horizontal 74.4in 425in 47.6in 14581bs 28 24 32(solar cells) US packaging 1890mm 1080mm 1208mm 661kg pallets pallets modules UL 61730 i0 i�1p1P fi N Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwho 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618.USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us Data Sheet Enphase Microinverters Region:AMERICAS The high-powered smart grid-ready Enphase Enphase IQ 7 Micro'" and Enphase IQ 7+ Micro'" IQ 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ Battery'M, and the Enphase Enlighten TM monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple Faster installation with improved,lighter two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable • Optimized for high powered 60-cell and 72-cell*modules • More than a million hours of testing • Class II double-insulated enclosure UL listed Smart Grid Ready • Complies with advanced grid support,voltage and frequency ride-through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) U *The IQ 7+Micro is required to support 72-cell modules. E N P HAS E. To learn more about Enphase offerings,visit enphase.com .1 Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) I07-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/IQ7PLUS-72-S-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.7 leading...0.7 lagging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 97.6% 97.6% J 97.5% -�_ 97.3 _ CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -400C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS 72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-S adapter) Connector type(IQ7-60-B-US&IQ7PLUS-72-B-US) Friends PV2(MC4 intermateable). Adaptors for modules with MC4 or UTX connectors: PV2 to MC4:order ECA-S20-S22 PV2 to UTX:order ECA-S20-S25 Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at https%/en ph ase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com u EN PHAS E. ©2018 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2018-05-24