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48714-Z
OF SOpTyo`o Town of Southold * * P.O. Box 1179 o 53095 Main Rd co e0uxrs�E''� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47200 Date: 07/07/2026 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 255 S View Dr Orient, NY 11957 Sec/Block/Lot: 13.-3-11.3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/17/2022 Pursuant to which Building Permit No. 48714 and dated: 01/10/2023 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 and battery storage to a single family dwelling as applied for. The certificate is issued to: Venetia Hands , Christine Novak Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48714 05/21/2026 PLUMBERS CERTIFICATION: A riz d Signature ofSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY *�oUlm,� 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#: 48714 Date: 01/10/2023 Permission is hereby granted to: Renewal Date: 04/10/2026 Venetia Hands PO BOX 398 Orient, NY 11957 To: Install roof mounted solar panels to a single family dwelling as applied for per manufacturers specifications. Premises Located at: 255 S View Dr, Orient, NY 11957 SCTM# 13.-3-11.3 Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 04/10/2028. Contractors: Fees: Renewal Fee $100.00 Total $100.00 Building Inspector TOWN OF SOUTHOLD �o�g11FFQ(,��0 BUILDING DEPARTMENT TOWN CLERK'S OFFICE co 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#: 48714 Date: 1/10/2023 Permission is hereby granted to: Hands, Venetia PO BOX 398 Orient, NY 11957 To: Install roof mounted solar panels to a single family dwelling as applied for per manufacturers specifications. At premises located at: 255 S View Dr, Orient SCTM #473889 Sec/Block/Lot# 13.-3-11.3 Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 7/11/2024. Fees: SOLAR PANELS $50.00 CO-RESIDENTIAL $50.00 ELECTRIC $100.00 Total: $200.00 j(�6 /l J Building Inspector o��OF SO�jyol � o . Town Hall Annex Telephone(631)765-1902 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �yCOUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christine Novack Address: 255 South View Drive city: Orient st: NY zip: 11957 Building Permit#: 48714 Section: 13 Block: 3 Lot: 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Jamie Minnick License No: ME-52689 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar X Residential X Outdoor X 1st Floor Pool Battery Storage X As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garagel IDock INVENTORY Service 1 ph X In-wall Heater Recpt Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 27 panels [Q.Peak Duo BLK ML-G10+400W] 27 micro inverts [IQ8PLUS-72-2-US] 1 enphase combiner panel, 1 50 amp fused disconnect,1 40amp main disconnect, 1 sonnen battery back Notes: up [ sonnencore+10kwh] SOLAR ENERGY SYSTEM Inspector Signature: Date: May 21, 2026 pF SOUTyOlo TOWN OF SOUTHOLD BUILDING DEPT. IOU � 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND. [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL �01 qv [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ]: 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:, l � � .. 4 DATE INSPECTOi* hO�aOF SOblyo614 g� # TOWN OF SOUTHOLD. BUILDING DEPT. `ycoorm, 631-765-1802 INSPECTION [ ] 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: ICI ,d6l kdetV back ili5iaL[IV_d c DATE. ® C `off �'I INSPECTOR SOUTyo� -- - * . # TOWN OF SOUTHOLD BUILDING DEPT. i'ourm, �o 631-765-1802 q%�q INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL�' IIOlA✓ & �A&4,& F [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o .- A Day Moll � �, ' DATE INSPECTOR SOUTyOIo V 711 5 V• V I !� �(� # # TOWN OF SOUTHOLD BUILDING DEPT. °`y o►���� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION _ [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,V,] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: so [ac A, qb iwcV104- �141K vvvtvvX 6,ci6 DATE::469g 61 G INSPECTOR LuIGI CLAUDIO SCIANDM, P.E. 5 Wesleyan Court- Smithtown, NY 11787-3011 - (631)543-2953-fax(631)543-1526 Cell.631-747-7495 E-mail:Ics4d(a-)aol.com Sunday, April 02, 2023 JUN 7 2023 Town of Southold 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Certification Letter-Twenty-seven (27)400 W PV Roof Top Solar Panels, 10.8 kW DC Total Output,for Novak Residence, 255 South View Drive, Orient, New York 11957 I have reviewed the solar energy system installation in the subject topic on 03/11/2023. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2020 Residential Code of New York State, SEVASCE 7-16 "Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70"National Electrical Code", markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission, and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, Of 06 pROF S S I Luigi Claudio Sciandra, Professional Engineer. FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------- C FOUNDATION (2ND) ...� O A V J U] H ROUGH FRAMING& PLUMBING (� d INSULATION PER N. Y-. STATE ENERGY CODE Z Z 2 i �Sl FINAL • ADDITIONAL COMMENTS 0 ll 7 6 ► 10 I nv4 / 3 / a s v✓ e ' � a Ll p-ar 5, jo—I ron awi r � all a � c h h h - h r LOnu Jrgn Uuuulrrer ILIU.IJ0UAUUVUAA1 Vnr=v0Gu i o r Uory vvrn v rr\nnrivnvvL=rr\�[.._o .r.sS11F1;01k`f`��, 13UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 >� o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr south oldtownny.gov - sea ndR-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Oct 14 2022 Company Name: Element Energy LLC Name: Jamie Minnick License No.: 52689-ME email: permits@e2sys.com Address: 7470 Sound Ave., Mattituck,NY 11952 Phone No.: 631-861-5920 JOB SITE INFORMATION (All Information Required) . Name: Christine Novack Address: Christine Novack Cross Street: Phone No.: 917-363-4445 Bldg.Permit#: ` email: Tax Map District: 1000 Section: 013.00 Block: 03.00 Lot: 011.003 BRIEF DESCRIPTION OF WORK (Please Print Clearly) 10.8 kw 110Df mounted solar PV system(28)QCELL Q.PEAK DUO BLK ML-G10+400(28)Enphase IQ8-PLUS-72-2-US Circle All That Apply: Is job ready for inspection?: ✓ / NO Rough In Final Do you need a Temp Certificate?: / 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: -./ LZ-- L.=LJ V L=? PAYMENT DUE WITH APPLICATION N O V 1 7 122 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 1 , 'Suf�01,� rP BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o a Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 1 i q��. ' Telephone 631 765-1802 - FAX 631 765-9502 rogerr(c�southoldtownny.gov sea ndCa�southoldtownny_gov. APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: J/e eN 7� E—iae - - Name: License No.: �� ��q� �,� email: e �2 s s, o qj Address: Ny_ �i.9lf�e Phone No.: JOB SITE INFORMATION (AII Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: g�] email: Tax.Map_District: 1000. _ Section:-O/300-, -Block: 03 0 0 - Lot: 0//d O J BRIEF DESCRIPTION OF WORK (Please Print Clearly) 14,,Mo � �� - 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 Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: D 11 - E��U 'V LE PAYMENT DUE-WITH APPLICATION 1� N 0 V 1 7 2022 f' s�t'f(o'r�inspectiomomn.jxyls RON Zoho Sign Document ID:DSOX(;UVUXX70REUS2UTBYU6IVWHNPKXHPNXWEFK4Z_8 TOWN OF SOUTHOLD —BUILDING DEPARTMENT y� s� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D l._.] I L/J PERMIT NO. 96 —7 Building Inspector: NOV 1 7 2022 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an ''J �'d" Owner's Authorization form(Page 2)shall be completed. TO' Date: OWNER(S)OF PROPERTY: Name: Christine Novack SC TM# 1000- o Project Address: 255 South View Dr. Orient Point NY 11957 Phone#: 917-363-4445 Email: Mailing Address: CONTACT PERSON: Name: Charles Jacabacci Mailing Address: 7470 Sound Ave., Mattituck,NY 11952 Phone#: 631-388-7041 Email: charles.jacabacci@e2sys.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Element Energy LLC Mailing Address: 7470 Sound Ave.,Mattituck,NY 11952 Phone#: 631-779-7993 Email: permits@e2sys.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure_-❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ✓Other 10.8 kw-Rbof , mounted solar PV system (28) QCELL Q.PEAK DUO BLK $ 73,468.00 Will the lot be re-graded? ❑Yes ✓No Will excess fill be removed from premises? ❑Yes ✓ No 1 Zoho Sign Document ID:DSUXUUVUXX70RE082UTBYU6IVWHNPKXHPNXWEFK4Z_B PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residenti 1.al Zone AC this property? ❑Yes No IF YES, PROVIDE A COPY. I✓Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other-applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. DAvi,o Perez Application Submitted By(print name): Claa4ea6eeci 'Authorized Agent []Owner Signature of Applicant: Date: Oct 14 2022 CONNIE D. BUNCH STATE OF NEW YORK Notary Public,State of New York No. 01 BU6185050 SS: Qualified in Suffolk County COUNTY OF Suffolk ) Commission Expires April 14, 2y 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 (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 day of UGC/\u-A r�-� , 20L:�L_ "I �1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� Christine Novack residing at Christine Novack do hereby authorize Element Energy LLC to apply on my behalf to the Town of Southold Building Department for approval as described herein. Oct 14 2022 Owner's Signature Date Christine Novack Print Owner's Name 2 Ro c-1 APPROVED AS NOTED DATE 1 I a3 B.P.# 4 COMPLY WITH ALL CODES OF FEE. 00 . 00 BY NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TOWN 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN PLANNING BOARD 2. ROUGH-FRAMING,PLUMBING. STRAPPING,ELECTRICAL&CAULKING SOUTHOLD TOWN TRUSTEES ` •;; ;-;;' 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL N.Y.S.DEC MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLETOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED -x Jisconrwd mu5} be loca+cj aufs;+ labcic1 and r rad i I l a�cessibl�, i 5 LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court•Smithtown,NY 11787-3011 •(631)543-2953•fax(631)543-1526 E-mail:lcs4d@aol.com Tuesday, October 04, 2022 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: Twenty--seven (27).400_W PV Roof Top Solar Panels,:.10.2.kW'DC:Total.Output;for Novak_Residence,26 Soo- Wh View Drive, Orient, New York.11957 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Building Department of Town of Orient and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The existing roof types are as follows: Solar Array#1: ,Single layer of asphalt shingles , 2"W at 16" on center Douglas Fir rafters, GeV l p 2")V at 16" on center Douglas Fir ceiling joists, L, 2")V at 16' on center, Douglas Fir collar ties, N 0 V 1 7 2022 Roof pitch: 25°, 5/8" thick plywood decking. T „ :'or, 0 C,7 ,7D Structural'-Analvsis: The structural analysis has been carried out using the following design criteria: 1 A Design wind speed: 130 mph Ground snow load: 20 Ibs/sq. ft. Solar Array#1, Dead Load: 2.9 Ibs/sq. ft. Total Array#1 weight: 1678.8 Ibs The above values are within acceptable limits of recognized industry standards for similar structures.The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weight without damage, if installed correctly.The onsite inspection and the photographs show that the roof framing is in good conditions. However, the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time,then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2020 Residential Code of New York State, SEI/ASCE 7-16"Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70°National Electrical CodiY, current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, pp NEW YDR 5 JAG,0,sCIAA;,p' . v "9 a W AROFESSI000- Luigi Claudio Sciandra, P. E. 2 SCOPE OF WORK t N� VAR ,r a., .,: ,.y DE51GN 3 DRAFTING BY:., LLC TO IN,5TALL A 10.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE NOVAK RESIDENCE, REVIEW BY J.M.ELEMENT ENERGY ENERGY LOCATED AT 255 SOUTH VIEW DR, ORIENT, NY 1 1957. O51 112-1 EP CERTIFIE THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID 29 THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. - REVISIONS WUm.1318nd DE5CRIPiION I DATE REV SYSTEM RATING Orient Paint Lighthouse ' ORIGINAL 09-29-2022 10.8 kW DC 5TC Trumans' _~ Beath —is ) Orferit EQUIPMENT SUMMARY 0 ent:Beach i East Mairon State Palk inlet Pond 27 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES Count Park zs 27 ENPHA5E IQ8PLU5-72-2-US MICRO INVERTERS I IRONRIDGE XRI 00 MOUNTING SYSTEM CONTRACTOR SHEET INDEX ` G '�„ GreenPon, penny Hayti PV-I COVER ELEMENT ENERGY, LLC. � PV-2 SITE PLAN 7470 SOUND AVE FV-3 ROOF PV LAYOUT PROJECT LOCATION MATTITUGK, NY 1195 PV-4 STRUCTURAL/DETAILS t.SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM LICENSE# G74G I-HI ?ems PV-6 LABELS .4 N LICENSE# 52G59-ME GOVERNING CODES 00 a 20)7 NATIONAL ELECTRICAL CODE. g� 2020 RESIDENTIAL CODE OF NEW YORK STATE. -,-';� `2020 F PROJECT NAMEIRE CODE OF NEW YORK STATE. c A5CE 7-I G AND NFPA-70. W 270 4900 E 3 UNDERWRITERS LABORATORIES(UL)STANDARDS LLJ 05NA 29 CFR 1010.2G9 - 240° Y 120° GENERAL NOTES P;.: 2100 1500 3C 1850 z p Lo 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT I LLJW _ THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK - AGREE THE SAME. AERIAL VIEW LLJ > 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED L = z APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND i TOWN COMMENTS AND APPROVAL STAMP I Q Z AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR > O W THE PURPOSES i ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO O T) JURISDICTION. COMMENCING WITH WORK. z Ln O 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR i WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE CV THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS !ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY 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 I 5. ALL STRUCTURAL STEEL SHALL B St1EET NAMEE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT LATEST A.I.5.0 FABRICATED AND INSTALLED AS PER SPECIFICATIONS- CONSTRUCTION. COVER G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NY5 CODES 4 REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 DRAWING 5CALE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON 8. THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N .T.S. PROJECT FOR WHICH THEY ARE MADE I5 EXECUTED OR NOT. I F AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 1 SHEET NUMBER EXISTING WORK ADJACENT TO HI5 WORK, OR DAMAGED AS FINAL PAYMENT. PV- RESULT OF HI5 WORK. i TAX MAP: 1000-0 1 3.00-03.00-01 1 .003 LEGEND � E705TING UTILITY METER DE51GN 4 DRAFTING BY: MAIN SERVICE PANEL ELEMENT ENERGY LLC � REVIEW BY J.M.NA13CEP CERTIME� NON PV SUB-PANELS A/C DISCONNECT OS I 112-I 29 COMBINER I INVERTERS GNO ELECTRODE REVISIONS ®PV MODULE 1)E5CRIFTION I DATE REV RACKING RAIL ORIGINAL 09-29-2022 0 ATTACHMENT POINT ---RAFTERS -*--ROOF PITCH ANGLE F19SUNRUN METER i ®VENT 0 PLUMBING VENT v. _ ®SKY LIGHT 4sn >;• - ®CHIMNEY r/" `t? fi 1 CONTRACTOR ®COMPOSITE MINGLES '• GOOD CONDI110N POTENTIAL SHADING ISSUES - .r, •`` . .{:;::@ TRIM/REMOVE AS NECESSARY' { ' ELEMENT ENERGY, LLC. 7470 50UND AVE • z-�r MATTITUCK, NY 1 195 3G'x 30 GROUND ACCESS TYP. t'.:' '� fien LICENSE # G74G I-HI d i- k °`� LICENSE# 52G89-ME 45`a U tidkV.. 1 ' I I PROJECT NAME \W Lu U � L� z � � ACCE55 ROOF Lu W W / � = z Q � z 15'FIRE 5ETBACK @RIDGE \ O ^W// O LL z Ln 0 Ln 1 5'-0 I j5HEET NAME 'NOTE 1.)THE ROOF 5ET13ACWATHWAY SHALL NOT BE N SITE PLAN REQUIRED TO DETACHED GARAGE IN ACCORDANCE WITH R324.G EXCEPTION OF 00 2020 NY5 FIRE CODE I^ 2.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE I I "[i O REQUIRED TO ROOFS WITH SLOPES OF TWO 47-G ?� / DRAWING 5CALE UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL OR ?40, 1-011 LE55 IN ACCORDANCE WITH R324.G. 1 90- EXCEPTION OF 2020 NY5 FIRE CODE ?10o Q CONSTRUCTION NOTES 780. so.2�' 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE S 5HEET NUMBER MANUFACTURER'S INSTALLATION IN5TRUCTION5. �` ,— 2.)ALL OUTDOOR EQUIPMENT 5HALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. v 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000-0 1 3.00-03.00-0 1 1 .003 CONSTRUCTION SUMMARY- MAIN HOUSE (2,7) QCELL Q.PEAK DUO BLK ML-G 10+ 400 WATT PV MODULES DESIGN 4 DRAFTING BY: (DIMENSIONS: 74"X 4 1.1"X 1.3") ELEMENT ENERGY LLC (27) ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTERS Al REVIEW BY J.M.NABCEP CERTIFIE (72) ATTACHMENT POINTS @ 72"O.C. MAX. oo 051 1 12-129 (335.3) LF IRONRIDGE XR 100 MOUNTING SYSTEM. ROOF TYPE: ASPHALT SHINGLE (SINGLE LAYER) yl/2jo� ® DesCRPi EVI5IONA-E Rtv CONSTRUCTION NOTES 240 Q ORIGINAL 09-29-2022 2�0o D 9po� 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE '800'SO 72�0 WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. s 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 'NOTE I 1.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE REQUIRED TO DETACHED GARAGE IN CONTRACTOR Ih1 � .t,V ACCORDANCE WITH R324.6 EXCEPTION OF � LLLL....,,,, C•='.' 2020 NYS FIRE CODE . ELEMENT ENERGY, LLC. 2.)THE ROOF SETBKIP ACATHWAY SHALL NOT BE It REQUIRED TO ROOFS WITH SLOPES OF TWO r ji 7470 SOUND AVE UNITS VERTICAL IN 12 UNITS HORIZONTAL OR MATTITUCK, NY 1 195 A LESS IN ACCORDANCE WITH R324.6.I LICENSE# 6746 I-HI EXCEPTION OF 2020 NYS FIRE CODELI "k, LICENSE # 52G89-ME 3G"x 3G'GROUND ACCE55 TYP. " pm I I 1 PROJECT NAME Lu Iw (\ z o Ln Lu � w - ACCE55 ROOF W > � = z Q � z > O uw 15'FIRE SETBACK @RIDGE O ' LEGEND I� O ®o IN EXISTING UTILITY METER MAIN SERVICE PANEL NEW PV SUB-PANELS A/C DISCONNECT COMBINER INVERTERS 5HEET NAME GNO ELECTRODE 00 PVMODULE—RA ROOF D ETA I RACKING RAIL O ATTACHMENT POINT -9211 ---RAFTERS -4--ROOF PITCH ANGLE DRAWING SCALE F19 2311SUNRUN METER VENT 27 ODULES 4 1-011 25°PITCH /8 11 = I PLUMBING VENT 134°AZIMUTH ®SKY LIGHT ®CHIMNEY 5HEET NUMBER COMPOSITE SHINGLES GOOD CONDITION POTENTIALSHADING ISSUES TAX MAP: 1000-013.00-03.00-01 1 .003 TRIM/REMMOVE AS NECESSARY LOAD CALCULATION ARRAY#I ITEM DESCRIPTION ARRAY#I DE51GN 4 DRAFTING BY: RB d R, e Beam/Board 2"X 8"D. FIR ELEMENT ENERGY LLC � MODULE WEIGHT(Lbs) 48.4 R Roof Rafter 2"X G" D. FIR I G"O.C. REVIEW BY J.M.NA13CEP CERTIFIE (D) Deckin 5/8" PLYWOOD 051112-129 #OF MODULES 27 (J) Cedln Jolst 2 X G" D. FIR 1 G"O.C. TOTAL MODULE WEIGHT(Lbs) 130G.8 (P) Pitch 259 RPVI510N5 (H Horizontal 5 an of( 1 5G" MAX. DE5CRIPTION DATE 1 REV TOTAL LENGTH OF RAIL(Ft) 335.3 ORIGINAL 05-29-2022 RAIL WEIGHT PER FOOT(Lbs) O.G8 TOTAL RAIL WEIGHT(Lbs) 228.0 #OF 5TRANDOFF5 72 (RB WEIGHT PER 5TRANDOFF(Lbs) 2 �1 0Aa TOTAL 5TANDOFF WEIGHT(Lbs) 144 °° }e, (D) TOTAL ARRAY WEIGHT(Lbs) I G78.8 ; i POINT LOAD(Lbs) 23.3 ti 412 CONTRACTOR t � . TOTAL ARRAY AREA(Sq Ft) 575.1 a ,, ARRAY DEAD LOAD(LbslSq Ft) 2.9 ELEMENT ENERGY, LLC. '> �Q WIND DESIGN SUBJECT TO DAMAGE FROM , `h 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN = SNOW d Special Windborne DESIGN Frost Speed Topographic DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL � ��;� - MATTITUCK, NY 1195 LOAD° (mph) effects'` wind debris CATEGORY' Weatheringa line Termitec TEMpe REQU1REDh HAZARDS9 INDEX' TEMPI LICENSE # G74G I-HI region' zone'" depthb LICENSE# 52G89-ME 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES Z X 599 51°F MANUAL J DESIGN CRITERIA^ Indoor Heating Elevation Latitude Winter Summer Altitude Design H� heating cooling correction factor design temperature cooling temperature temperature difference PROJECT NAME 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F (J) Wind Wind J Cooling Coincident Daily Winter Summer LU tern erature difference velocity velocity _ p heating cooling Wet bulb range humidity humidity W / U a/ 11°F — 15 MPH 1 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH U Q Lo For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL n LL -�: — 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 C) _W — required for weathering shall govern.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. L I— 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. 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.d O z . The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)Aj.Wind exposure category shall be determined MODULE MOUNTING CLAMP on a site-specific basis in accordance with Section R301.2.1.4. > LL 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 50LAR MODULE 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 STAINLESS STEEL 3/8° z [n O see Figure R301.2(1).]f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. BOLT AND NUT 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 Lo 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: ONRIDGE ALUMINUM RAIL i.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET 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. ALUMINUM FLASHING SHEET NAME 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 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." 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) ST RU CT U ED A 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 ASPHALT SHINGLE ROOF (Base 32°F)." 5/1 G"x G"STAINLE55 k. In accordance with Section R3012.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the STEEL LAG BOLT WITH jurisdiction shall fill in this part of the table with"YES" 2 1/2"MIN THREAD Otherwise,the jurisdiction shall indicate"NO"in this part of the table. SEALED PENETRATION 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 WITH RATION GEOCELSEAL DRAWING SCALE "YES"and identify any speck requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT ,4 BETTER) 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 AS NOTED table. in. 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 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. (`) See Figure R301.2(4)B. SHEET NUMBER TAX MAP: 1000-013.00-03.00-01 1 .003 MOUNTING DETAIL n I V 5 SOLAR ARRAY ON MAIN HOU5E 10.5 kW (27)QCELL Q.PEAK DUO BLK ML-G I O+400 WATT PV MODULE5 (3)5TRING5 OF(9)MICRO-INVERTEK5 DE51GN 4 DRAFTING BY: '(3)5TRING5 TOTAL ELEMENT ENERGY LLC El -;.,.;<.,;:, REVIEW BY J.M.NABCEP CERTIFIE STRING#I .. os 1 1 z-1 z9 ____________ _ ,I � r- ggip 'r REVISIONS -- �L ,i « DE5CRIPTION DATE I REV -------------- I ---- ---- ---- ---- ---- ---- ---- ---- ti: 1 (f.' _ .P � ORIGINAL 09-29-2022 I 4 rI,ij w 5TPJNG#3 r---------------4--- 1 60'ms- ------------- ---- ---- ---- ---.� -__- --_- -_-- -__- TO UTILITY GRID � • �`4`�'�-'°G'''"�� _ STRING#4 1 1 N-------- I I _ - - - - - - - - - - - - - - BI-DIRECTIONAL NCTOR I I ) � UTILITY METER I I 1 -- 1-PHA5E,240 V I I 1 - `--- ---- ---- `--- ---- ---- --- ' N ENPHA5E BRANCH MICRO-INVERTER POlNi OF ELEMENT ENERGY, LLC. INTERCANNECT10N I CIRCUIT CABLE TTiCa1 ENPHASE 108PLU5-72-2=J5 LPER fNGTm 240.21 By,f)f.690.64(a) 7470 SOUND AVE 1 1 1 240 VAC,1,21 A LENGTH OP TA'00N0Lcion, I I s756CEC-wE1GriE.7EPP. snAUNOTDr[FgDloFr MATTITUCK, NY 1195 NEMA 6,UL USTED TYPICAL M LICENSE # G74G I-HI 4wN 5ERViCE DUCGNNECT LICENSE# 52G89-ME 240 V,I50 A ) I L I ) � 1 i I I I I i 7 I I PROJECT NAME N LI �N LI TI A I A I A W r ) j W I-Ph MAN SERVICE PANEL ' ` Q ' u 1 AC DISCONNECT ,3-N' Z / 1 z4o vAc AC COMBINER BOX 24 D AC GO 6 i5o A 11 ' .1 VAC,eo h 240 VAC,UL A N Ill(3). A N.IJSiED N:MA Sit,UL USTED Q N 1 I-)20 A DDUPIE PD.L 6Rf�iclFS (2)50 A FU5E5 G , 1 I W 50 A I ) EXI5TING GROUNDING ELECTRODE 5Y5TEM v, I -� (Z = z ___________________________________ ------------------- 0 ____ 0 ----------------------- ------------------ j 0W WIRE CONDUIT SCHEDULE 0 n O CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% z L() I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTfTY DEBATE IN5ULATION 51ZE QUANTITY IN5ULATION (CU/AL) TYPE SIZE TEMP DEBATE D15TANCE 1 310.15(5)(3) 310.15(B)(2aY L(3c) / I INVERTER5 COMBINER PANEL AWG#12 1 G 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I° 559C 0.84 80 FT 2.0% (V OR EMT 2 COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I° 45aC 0.95 25 FT 0.5% 3 AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I° 459C 0.95 10 F7 0.2% ELECTRICAL NOTES SHEET NAME 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 Ampacity Calculation 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 909C WET ENVIRONMENT. p CONFIGURATION 3.)WIRING,CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC 690.8(B)(i)j: (Isc)'(#of strings)'(I.56)= 13.6 I A Modules per String g 3-LINE D I A. TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. AWG#12,ampacity'Temp Derate = 20.16 A 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20.16 A> 13.6 I A,therefore DC wire 51ZC 15 valid. Modules per Inverter I COMPLY WITH NEC 110.26. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 56 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) =40.54 A Record low temp -I Oo-C FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550RIE5 TO FULFILL AWG#8,ampacity'(femp Derate)'(Conduit Fill Derate)= 52.25 A Voc Temp Coefficient 1 -0.24010/'C DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.25 A>40.84 A,therefore AC wire size Is valid. G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation DC SYSTEM SPECIFICATIONS THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) =40.84 A Operatinel Current 10.8 A I Cj 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#6,ampacity'(femp Derate)'(Conduit Fill Derate)= 71.25 A Operating Voltage- 37.1 V 1 `� 5.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 7 1.25 A>40.84 A,therefore AC wire 51ZC 15 Valid. Max.System Voltage 49.6 V SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 13.9 A 0.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG R ILSCO G5L-4DBT LAY-IN LUG. AC SYSTEM SPECIFICATIONS SHEET NUMBER 10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(p051tive/negatIvc) Max AC Output Current 40.84 A PV-5 OR O eratm AC Volta le 240 V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000-0 1 3.00-03.00-0 1 1 .003 SERVICE METER O O DE51GN k DRAFTING BY: _ INSTALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM PHOTOVOLTAIC REVIEW BY J.M.NABCEP CERTIFIE ® � a ( I ) ALL LABEL SHALL BE INSTALLED IN 05I112-I29 EQUIPPED WITH 1-SOLAR.BREAKER" DC DISCONNECTACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® REQU I REM ENTS. D�c��EV15io D ATE I�V (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 109-29-2022 SOLAR AC LOAD CENTER- OUTSIDE SOLAR A� DONOOTRi6biTETMS Yd.EM VOLTAGE � REQUIRE FIELD VERIFICATION. otc> (3) LABELS, WARNING(S) AND MARKING OTURNRAPIDSHUTDOWNSW7TCHTO i SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUT DOWN 110.2 I (B). PV SYSTEM AND REDUCE $I ---- CAUTION SHOCK HAZARD'N THE ARRAY AC DISCONNECT POWER r.AMSw� (4) THE MATERIAL USED FOR MARKING MONI THE FOLLOWING SOURCES W" SOLAR AC LOAD CENTER INSIDE DISCONNECTS LOCAITED AS SHOWN MUST BE WEATHER RESISTANT, IN - O ® ,�nymEr 7VSNEAIff:N 'N� COMPLIANCE WITH NEC 1 10.2 1 (B)(3). CONTRACTOR O O O O ® PVAMY (5) THE PV SYSTEM CIRCUIT CONDUCTORS 4 7 8 I THIS EOUIPMENTFEDBYMULTIPLE SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. SOURCES TOTAL RATING OF ALL DUAL POWER SUPPLY a OVERCURRENT DEVICES,EXCLUDING SOURCES:UTILITY GRID I . COMPLIANCE WITH NEC G90.3 1 . 747o souND AVE MATTITUCK, NY 1195 MAIN SUPPLY OVERCURRENT ' AND PV SOLAR DEVICE SHALL NOT IX LICENSE# 6746 I-HICEED ( ELECTRIC SYSTEM LICENSE# 52689-ME AMPACfIY OF BUSBAR CONDUIT - INSIDE BUILDING __ O � - ® I ITHIS SERVICE METER ark IS ALSO SERVED BY A ` Sf a ' PROJECT NAME ELECTRIC SHOCK HAZARD I PHOTOVOLTAIC SYSTEM PHOTOVOLTAIC SYSTEM I a TERMINALS L THE UNEAND COMBINER PANEL I s LOAD SIDES BE ENERGIZED DO NOT ADD LOADSWCONDUIT - OUTSIDE BUILDING —"I"THE OPos1T1°" "" #fie d 3 G rs;13 6' W c L1 ® a WE m"O", z DUAL POWER SUPPLY vi kglx _C) W SOURCES:UTILITY GRID AND e ® ; (� > - PV SOLAR ELECTRIC SYSTEM LLJ MAIN SERVICE PANEL - OUTSIDE IV = z O g CAUTION SOLAR C1RCUiT !S—/ F-- SOLAR ELECTRIC SYSTEM CONNECTED 1 O �/ © PHOTOVOLTAIC SYSTEM" Ln zI AC • N MAIN SERVICE PANEL - INSIDE I POWER SOURCE ® O I OUTPUT CONNECTION I DO NOT RELOCATE THIS OVERCURRENT DEVICE 5HEET NAME LABELS AC DISCONNECT/BREAKER DRAWING SCALE 000 ® G N .T.S. 5HEET NUMBER PV-6 TAX MAP: 1000-0 1 3.00-03.00-01 1 .003 powered by mufPVC) - I I TOPBRAND PV- Warranty 2 ' Q CELLS Prom s&Perf roa Yield Security a_ BREAKING THE 20%EFFICIENCY BARRIER nn/II Illlnllll�III Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY _ Q CELLS is the first solar module manufacturer to pass the most ccmprehen- sive quality programme in the industry:The new"Quality Controlled PV"of the independent certification institute TUV Rheinland. 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(5400 Pa)and wind loads(4000 Pa). �,, A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year 1 linear performance warrantyz. APT test conditions according to IEC/TS 62804-1:2015,method A(-1500 V,96 h) 'See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 74.0in x 41.1in x 1.26in(including frame) (1879mm x 1045mm x 32mm) 74.0•(W9s ) as.e•poeemm) ss.s•(aysam.; Weight 48.5lbs(22.0kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with z4er r l y�� anti-reflection technology 4,o,w,e„apomo.a�e•(4a„m) Back Cover Composite film asr(saemm) Frame Black anodized aluminum Cell 6 x 22 monocrystalline Q.ANTUM solar half cells 41'•(M45-) Junction Box 2.09-3.98in x 1.26-2.36in x 0.59-0.71in (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes aerinao-) Cable 4mm2 Solar cable;(+)>-49.2in(1250mm),(-)>-49.2in(1250mm) a,D�eeanao 4,m_g d-(DUNL A) Connector Staubli MC4;IP68 J L I ue•ta mml D XLA 0.aa(I-ie-) ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWER TOLERANCE+5W/-0 W) Power at MPP' PMPp [W] 385 390 395 400 405 E Short Circuit Current' Isc [A] 11.04 11.07 11.10 11.14 11.17 Open Circuit Voltage' Vcc IV] 45.19 45.23 45.27 45.30 45.34 E .5 Current at MPP IMpp [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VMPp IV] 36.36 36.62 36.88 37.13 37.39 Efficiency' 0 [%] >_19.6 >_19.9 >>>20.1 >_20.4 >20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PMPp [W] 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Vcc [V] 42.62 42.65 42.69 42.72 42.76 .c 2 Current at MPP IMpP [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VMPP IV] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances PMpp±3%;Isc;V.±5%at STC:1000 W/mz,25±2°C,AM 1.5 according to IEC 60904-3•z800 W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE °^ 7 uD z,e _oceus epb� k At least 98%of nominal power during i ...y first ear.Thereafter max 05% D wW z I I I I degradation peryear.At least 93.5% U too W --`-----------'-W' of nominal power up to 10 years.At LL z least 86%of nominal power up to I -5 .. --------- >0 ---^- 25 years. - ¢a 5 D ea a a All data within measurement toleranc- ° m --------------------------- m w es.Full warranties in accordance with °O 200 400 Soo aw Woo n the warranty terms of the Q CELLS RRADANCE M/m'] O o sales organisation of your respective o U m .4 country. � smoseb�a.,a�va m,rc.Law�,P YEARS Typical module performance under low irradiance conditions in o comparison to STC conditions(25'C,1000W/m2) m TEMPERATURE COEFFICIENTS o Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Vcc [i [%/K] -0.27 Temperature Coefficient of PMPp y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) m 0 D PROPERTIES FOR SYSTEM DESIGN ° a w Maximum System Voltage V,,.s IV] 1000(IEC)/1000(UL) PV module classification Class II o N Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 � W Max.Design Load,Push/Pull' [Ibs/ft2] 75(3600 Pa)/55(2660 Pa) Permitted Module Temperature 40*Fupto+185°F a Max.Test Load,Push/Pu113 [Ibs/ft2] 113(540OPa)/84(4000 Pa) on Continuous Duty (-40*Cupto+85°C) m 3See Installation Manual QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION U m UL 61730,CE-compliant, cf�/I r�Yl Ib ,®-�� WIN o o Quality Controlled PV-TUV Rheinland, Nll��1 1�t19�1 'AP Horizontal �4CHCI IEC 61215:2016.IEC 6173CY_ ♦ _ ,n U.S.Patent No.9,893,215(so lar cells), sA® [ E luvan,amm4 Horizontal 76.4in 43.3in 48.Oin 1656lbs 24 24 32 0 QCPV Certification ongoing. Cceu°„US ♦ packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules UL GD3a IDiniiimn 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. Hanwhe O CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAI L inquiry@us.q-cells.com I WEB www.q-cells.us v ENPHASE. OL m IQ8 and IQ8+ Microinverters Easy to install Our newest IQ8 Microinverters are the industry's first microgrid-forming,software- Lightweight and compact with defined microinverters with split-phase power conversion capability to convert DC plug-n-play connectors power to AC power efficiently_The brain of the semiconductor-based microinverter - Power Line Communication is our proprietary application-specific integrated circuit(ASIC)which enables the (PLC)between components microinverter to operate in grid-tied or off-grid modes.This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times Faster installation with simple to changing loads and grid events,alleviating constraints on battery sizing for home two-wire cabling energy systems. High productivity and reliability -- - --� - Produce power even when the Enphase grid is down* t1'1 • More than one million cumulative hours of testing year limited warranty • Class 11 double-insulated Part of the Enphase Energy System,I08 Series I08 Series Microinverters redefine reliability enclosure Microinverters integrate with the Enphase IQ Battery, standards with more than one million cumulative - Optimized for the latest high- Enphase IQ Gateway,and the Enphase App monitoring hours of power-on testing,enabling an industry- and analysis software. leading limited warranty of up to 25 years. powered PV modules Microgrid-forming • Complies with the latest advanced grid support** CERTIFIED • Remote automatic updates for the latest grid requirements Connect PV modules quickly and easily to IQ8 Series IQ8 Series Microinverters are UL Listed as • Configurable to support a wide Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations,when installed according to range of grid profiles manufacturer's instructions. - Meets CA Rule 21(UL 1741-SA) requirements ©2022 Enphase Energy.All rights reserved.Enphase,the Enphase logo,IQ8 Microinverters,and other `Only when installed with IQ System Controller 2, names are trademarks of Enphase Energy,Inc.Data subject to change. meets UL 1741. ••I08 and IQ8PIus supports split phase,240V IQ8SP-DS-0002-01-EN-US-2022-03-17 installations only. IQ8 and IQ8+ Microinverters INPUT DATA(OCI 198-60-2-US .:. Commonly used module pairings' w 235-350 235-440 Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell,66-cell/132 half-cell and 72-cell/144 half-cell MPPT voltage range v 27-37 29-45 Operating range v 25-48 25-58 Min/max start voltage V 30/48 30/58 Max input DC voltage v 50 60 Max DC current'[module Isc] A 15 Overvoltage class DC port II DC port backfeed current MA 0 PV array configuration 1x1 Ungrounded array;No additional DC side protection required;AC side protection requires max 20A per branch circuit Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal(L-L)voltage/range' V 240/211-264 Max continuous output current A 1.0 1.21 Nominal frequency Hz 60 Extended frequency range Hz 50-68 AC short circuit fault current over 3 cycles Arms 2 Max units per 20 A(L-L)branch circuit4 16 13 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor(adjustable) 0.85 leading-0.85 lagging Peak efficiency % 97.5 97.6 CEC weighted efficiency % 97 97 Night-time power consumption mw 60 MECHANICAL DATA Ambient temperature range -400C to+600C(-400F to+1400F) Relative humidity range 4%to 100%(condensing) DC Connector type MC4 Dimensions(HxWxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm(1.2") Weight 1.08 kg(2.38lbs) Cooling Natural convection-no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environ.category/UV exposure rating NEMA Type 6/outdoor 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 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according to manufacturer's Instructions. (1)No enforced DC/AC ratio.See the compatibility calculator at https://Iink.enphase.com/module-compatibility (2)Maximum continuous input DC current is 10.6A(3)Nominal voltage range can be extended beyond nominal if required by the utility.(4)Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. IQ8SP-DS-0002-01-EN-US-2022-03-17 IRON RIDGE Flush Mount System st 17 W Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 20-Year Warranty Entire system and components meet Twice the protection offered by newest effective UL 2703 standard. competitors. .R Rails O XR10 Rail XR100 Rail XR1000 Rail Bonded Splices A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-drilling screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear and black finish • Clear and black finish • Clear anodized finish • Forms secure bonding Clamps & Grounding U UFOs Stopper Sleeves Grounding Lugs Microinverter Kits i �I $ y g Universal Fastening Objects Snap onto the UFO to turn Connect arrays to Mount Mls or POs to XR bond modules to rails. into a bonded end clamp. equipment ground. Rails. • Fully assembled & lubed • Bonds modules to rails • Low profile • Bonds devices to rails • Single, universal size • Sized to match modules • Single tool installation • Kit comes assembled • Clear and black finish • Clear and black finish • Mounts in any direction a Listed to UL 2703 Attachments O FlashFoot2 Conduit Mount Slotted L-Feet Bonding Hardware Ali& Me_ Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails with superior waterproofing. strut, or junction boxes. attachment. to roof attachments. • Twist-on Cap eases install • Twist-on Cap eases install • Secure rail connections • T&Square Bolt options • Wind-driven rain tested • Wind-driven rain tested • Slot for vertical adjusting • Nut uses 7/16"socket • Mill and black finish • Secures 3/a"or 1"conduit • Clear and black finish • Assembled and lubricated Resources _ _ = Design Assistant �� NABCEP Certified Training - Go from rough layout to fully Earn free continuing education credits, -- engineered system. For free. NABCEP' while learning more about our systems. - Go to IronRidge.com/design Go to IronRidge.com/training n. a .. .. .. .._ ... gee ... .. .. ,a e® Zoho Sign Document ID:2A768FFA-WWOOVSE521HYKOWDU7GU-WHGBNRGCXILTPV5HRT_CAA � $ �r FV0�+1 Town of Southold E C E U E January 14th, 2025 Building Department e. Town Hall Annex AMENDMENT 54375 Main Roadry J A N 3 1 2025 P.O. Box 1179 --60 r ,)—�� AK•J I b Southold, New York 11971-0959 Building Department Town of Southold Subject: Battery Energy Storage System and Roof-Mounted PV System at Novak Residence Located at 255 South View Drive, Orient, NY 11957 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 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. The structural analysis has been carried out using the following design criteria: Design wind speed: 140 mph Ground snow load: 20 Ibs/sq.ft. Solar Arrays#1, dead load 2.9 Ibs/sq.ft. Total Weight of Array#1: 578.1 Ibs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to support the additional panel weight without damage, if installed correctly. The on-site inspection and photographs show that the roof framing is in good condition. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, then it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflection is observed under any snow loading over a period of time, then there is no need to clear 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 Zoho Sign Document ID:2A768FFA-WWOQVSE521HYKOWDU7GU-WHGBNRGCXILTPV5HRT CAA 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, 41 of NEw Gennaro Anthony Giustra. P.E. CO'ko A c1Gtp Great Eastern Services, Inc. PO Box 240 24 Harvey Rd Riverhead NY 11901 �,� 103443 Mobile: 631.235.0189 Ro�Ess�oNP`- Email: jerrygiustra@gmail.com r- u u ' s o n n e n r _ Tech Specs - sonnenCore The sonnenCore is an intelligent energy storage solution that combines smart energy management software with safe,long-lasting and cobalt-free batteries to efficiently manage energy usage throughout the day,store excess solar power for use at night and provide reliable emergency backup power to keep homes protected during grid outages. Usable Capacity' 10 kWh Nominal power rating 4.8 kW (Grid-tied output at 40°C) ---.---------- — .._.....- ..._ .__.. _ .. .._.. Weight(approximate) 348 Ibs System dimensions W /H"/D (adjustable 27/68/11 height from ground) 27/73/11 (with legs extended) Grid integration AC coupled Time-of-use 50°°°° Applications Solar self-consumption Emergency backup power Usable capacity 5 kWh per battery module Inverter efficiency 94.4%peak On-Grid Pass-through 35 A Round-trip efficiency%(Grid<>Battery) >85% j 14°F-1 F Operation temperature range 41°F-10404°F(MAX power) System Cooling Natural convection Comm.Ports Ethernet Communication protocols/Control SunSpec Alliance/API available to select partners „ 'r �- = Noise emission <75 d6 i Total harmonic distortion <5/ Maximum compatible PV inverter 6 kW I I • r 0 sonnen Off-grid specifications Measurements Nominal Off-Grid current(Continuous) 20 A/4.8 KVA 2711164" 10 3/8' Max AC Off-Grid current(Max 30min) 23 A/5.52 KVA — 1 Max AC Off-Grid current(Max 5s) 30 A/7.2 KVA Max AC Off Grid current(Max 100ms) 36 A/8.64 KVA • Compliance information 633/8" 68" ----- -- -- —- — --- —- (to ground) Certifications UL1741,UL1741SA,UL1973,UL9540,UN38.3 Grid Connections IEEE 1547,IEEE 2030.5,Rule 21 Emissions FCC Part 15 Class 6(inverter) Transient protection IEEE C62.41 Class 8 10 year or 10,000 cycle system warranty- WarrantyZ includes inverter,battery modules,cabinet and components Enclosure rating Type 12 c,(r`�lm•. Battery specificationL��E-��. egLT� Nominal DC voltage 102 VDC DC battery input voltage 80 115 VDC Max charge current 40 A per module Cell discharge 5 kWh with 100%DoD Cell chemistry Lithium iron phosphate Over-current Protection Fuse protection sonr Inc. 1578 Litton Dr,Stone Mountain,GA 30083 (310)853-2404 We reserve the right to make technical changes.The values,outputs,other technical data,images,and diagrams in this prospectus and in data sheets,advertisements,and ozner promo0ona dociments are aep-orimate oulcolines in all_aces where they have not been ident fied as binding. 7 The sonnenModule4 battery modules are 5.5kWh in total capacity and represent 5kWh of usable capacity per module. 2 Please observe our applicable warranty conditions. 0 _ PIN 5500469002 .. , t � rts, M son nen r Engineering Design Tech Specs - sonnenCore+ The sonnenCore+ is an intelligent energy storage solution that is safe, long-lasting and offers up to 20kWh of battery capacity.The sleek design combines smart energy management software with the safest and longest lasting batteries to efficiently manage home energy usage throughout the day,store excess solar power for use at night and provide reliable backup power during power outages. Model number SCORE-P10 SCORE-P20 Usable capacity 10 kWh 20 kWh Weight(approximate) 408 Ibs(185 kg) 525 Ibs(238 kg) Nominal power rating 4.8 kW (Grid-tied output at 40'C) Dimensions W"/H"/D"(adjustable 27/69.5/14 height from ground) 27 171.5 114(with legs elevated) =q Grid integration AC coupled J - a Time-of-use Virtual Power Plant Applications Solar self-consumption Emergency backup power Usable capacity' 5 kWh per battery module Inverter efficiency 94.4%peak On-Grid pass-through 35 A �z- Max round-trip efficiency' 85.8% 14°F-122°F , Operation temperature range 32'F-104°F(MAX power) r;• System cooling Natural convection Comm.ports Ethernet Communication protocols/ SunSpec Alliance/API available to select Control partners Seismic rating IEEE 693 €F Noise emission <25 dB - Total harmonic distortion <5% s Altitude 6562 ft(2000 m) Maximum compatible PV inverter 6 kW 0 sonnen Measurements Off-grid specifications Nominal Off-Grid current(Continuous) 20 A/4.8 KVA Max AC Off-Grid current(Max 30min) 25 A/6 KVA Front view Side view Max AC Off-Grid current(Max 5s) 30 A!7.2 KVA _-- ... --- - ----- __---.. 27.08in [689.9mm] 13.85in [351.8mm] Compliance information Certifications UL1741 UL1741SA,UL1973,UL9540,UN38.3 -------------- ------ ----- --- ._---- sannan O Grid Connections IEEE 1547,IEEE 2030.5,Rule 21 Emissions FCC Part"15 Class B(inverter) Transient protection IEEE C62.41 Class B M 10 year or 10,000 cycle system warranty- 0 Warranty' includes inverter,battery modules,cabinet and components 00 Enclosure rating Type 12 cV Go�pLT.p��� Battery specification no '' . 84LT.FP Nominal DC voltage 102 VDC DC battery input voltage 96-112 VDC Max charge current 19 A per module Cell discharge' 5 kWh with 100%DoD Cell chemistry Lithium iron phosphate Over-current Protection Fuse protection We reserve the right to make technical changes.The values,outputs,other technical data,images,and diagrams in this prospectus and in data sheets,advertisements,and other promotional documents are approximate Guidelines in all cases where:hey-ave not been idertifed as cind:�c. 1 The sM4 battery modules are 5.5 kWh in total capacity and represent 5kWh of usable capacity per module. 2 Maxim.m round trip e=ciency shown is calculated using the single cycle round trip e-aency(SCRTE;'ormula used by SGIP admin. 3 Please observe our applicable warranty conditions. 4 Busec on f_L system AC/AC RTE"rund-trio efficiency"for the sonner,Core-20 kWh system at ambient temperature of 25'C(77F),beginning of life.Test conducted by sonnen Inc.R&D.Backup data available. i i + Design Considerations Detailed round-trip efficiency range Round-trip efficiency of the entire sonnen system varies depending on charge/discharge power levels with an expected efficiency range shown below.The"Symmetric"curve within the range shows the efficiency when charge and discharge rates are equal.The upper and lower limits indicate the operating region of the system based on variations of those charging and discharging rates. Roundtrip Efficiency(RTE)operating range(20kWh) Roundtrip Efficiency(RTE)operating range(10kWh) so 90 60 / o a 70 —SymrnemLal w 70 —syrn—i.1 W K —Upper —Upper 60 60 50 --___.—___--_..__—.__--__—__--__ -- 50 - 0 20 40 60 so 100 120 0 20 40 60 80 100 120 Power level(%) Power Level(%) Single Line Diagram for System Design Below is an overview of the design layout for a single sonnenCore+ system with a protected loads panel for backup power. Specific project design consultation for custom installations is available through sonnen Applications Engineering at designCo sonnen-batterie.com. .prrd L N P20a8 A:VG Y G:a2UPS AVrG�\ s120/24o splithle,specifications:0H -120/240V split phase,bOHz r4' 4.8kW maximum discharge sonnen Core•operating _ Protected ads temperature range:WF 122°F l� urp°Linea MC . -NEM 12.Not acceptable for �yo n` outdoo or use GN J Inverter:UL 17415A certified -Cabinet:UL 9540 certified L ti T,_ sarcn relay VwLner _ — / — — PV aMetM t11 25A _ Rs .OA �, Solar Parol E-JcnRN Lunro Hine OCPO(Fse) (21 225AMmn Pam ............ .. ew.a mtraoLs s]� • • O 50A FLz .. .. 320A sNN/Ma • O- AiC,.N PV 0L[puL wfkVorc-Grd Mode 24VE,mng_131ry 102VOCNLminal 302 VOC Nanrtw! IPc[fmmad^tl L 04 Li 1 102 VOC NaninN 102 YCG tlanNe! tiF�Oa 1.PCs 4aRrolM--a, SONNENESS 2P5c""°'�°°"`e sonnen Inc. 1578 Litton Dr,Stone Mountain,GA 30083 (310)853-2404 • • _ 000 00 1 I --' -* Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWI� ',' L—1 g 1 y Town of Southold ��' XX-'.� May 7th, 2026 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 Novak Residence. Located at 255 South View Drive. Orient. NY 11957 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 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. The structural analysis has been carried out using the following design criteria: Design wind speed: 140 mph Ground snow load: 20 Ibs/sq.ft. Solar Arrays#1 -#5, dead load 2.9 Ibs/sq.ft. Total Weight of Array#1: 1447.3 Ibs Total Weight of Array#2: 727.6 Ibs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to support the: additional panel weight without damage, if installed correctly. The on-site: inspection and photographs show that the roof framing is in good condition. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, then it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflection is observed under any snow loading over a period of time, then there is no need to clear 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 Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY 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 NEW Gennaro Anthony Giustra. P.E. �P�� o A c/ y0�p Great Eastern Services, Inc. PO Box 240 m w 24 Harvey Rd �? Riverhead, NY 11901 oA 103445 Mobile: 631.235.0189 Rc�SSIOV, Email: jerrygiustra@gmail.com Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY SCOPE OF WORK DESIGN 8 DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A 10.8 KWDC PV SYSTEM AND A 10 KWh BATTERY ENERGY STORAGE SYSTEM AT NOVAK RESIDENCE, Ahi REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 255 SOUTH VIEW DR, ORIENT, NY 1 1957. Plu_m:Isla 051 112-I29 THE POWER GENERATED BY THE PV SYSTEM AND BATTERY ENERGY STORAGE SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS DESCRIPTION DATE REV SYSTEM RATING fho Poi Dt REVISION 01-I4-2025 A at.o en A5-BUILT 05-07-202G B 10 kWh STC BESS SYSTEM _ cross sound Ferry.® 10.8 KW DC STC PV SYSTEM ♦ at OrienrPo e .. DRIENT,POINT. CrOk'`+`` EQUIPMENT SUMMARY I UNITS OF SONNEN 50NNENCOPE+ 10 KWh BATTERY ENERGY STORAGE Truman's 25 27 QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES Beach 27 ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTERS _ 'Orient I IRONRIDGE XRI00 MOUNTING SYSTEM - 5 H E ET INDEX Dam Pond BrI� Onent Beach dg CONTRACTOR dg siatePark ELEMENT ENERGY, LLC. East Marron - PV-1 COVER 7470 SOUND AVE PV-2 SITE PLAN �i Island's It MATTITUCK, NY 1195 FV-3 PV PLAN PV-4 STRUCTURAL DETAILS PROJECT LOCATION FV-5 BATTERY PLAN LICENSE# G74G I-HI PV-G ELECTRICAL DIAGRAM _n �� LICENSE # 52G89-ME PV-7 LABELS GOVERNING CODES '�-` ��of NEwV 2017 NATIONAL ELECTRICAL CODE. 2�2�p O 1�rLs 'Q� 2020 RESIDENTIAL CODE Or NEW YORK STATE. 2020 BUILDING CODE OF NEW YORK STATE. 2020 FIRE CODE OF NEW YORK STATE. ASCE 7-I G AND NFPA-70. � c>�,3`0'•r{:.�°` 2 UNDERWRITERS LABORATORIES (UQ STANDARDS 1 3 05HA 29 CFR 1910.2G9 OFESSk GENERAL NOTES PROJECT NAME 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE LU AGREE LTHEISAMETHE INTENT OF THESE PLANS AND MAKE WORK AERIAL VIEW � > 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP `� C) ILI - INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM cn > CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, -- — -- — w z AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. g COMPLETED OPERATION, ETC. ADEQUATE FORTH E PURPOSES O I- 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND 1C D ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO Q O w JURISDICTION. COMMENCING WITH WORK. o 0O cn (L/ 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 0O z Ln O WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE N CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONSO THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION. THIS 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 SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 IN CONSTRUCTION. C O V lF _ SPECIFICATIONS. 1 2. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BOARD FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE CE 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 DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 5. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON ^( .�. . SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. I V PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF srEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL p FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS I V- I RESULT OF HI5 WORK. ----- --- - ---- ------- -- ---- --- ----- TAX MAP: 1000-0 1 3.00-03.00-01 1 .003 Zoho Sign Document ID:2A768FFA-ZQTE—VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY LEGEND DESIGN 4 DRAFTING BY: /�, ELEMENT ENERGY LLC EXISTING UTILITY METER /V MAIN SERVICE PANEL Oo REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB—PANELS / 051 1 1 2-1 29 A/C DISCONNECT COMBINER INVERTERS In, GNO ELECTRODE V V 270 a REVISIONS DESCRIPTION DATE REV PV MODULE 240, ®r7 90 E REVISION 'OI-14-2025 q RACKING RAIL 21 �20o AS-BUILT 05-07-202G B o i o ATTACHMENT POINT '8 o150o ---RAFTERS _0 PROOF PITCH ANGLE �SUNRUN METER ®VENTi 0PLUMBING VENT ®SKY LIGHT ® CONTRACTOR CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITIONVE POTENTIAL❑TRIM/REMOVE AS NECESSARY NECESSARY MATTITOUCK,, NY IG ISSUES SOUNDA 95 LICENSE # G74G I-HI 3S"x 30 GROUND ACCESS TYP. LICENSE # 52G89-ME of NEwv aP¢0 A C�Gs0�'`r i !!I m z 2 - '^ ''^^ YY V 2 -j; A V R P O N;:�%;;:"i:!%;;;,;%�>:',::,;:'%;i;::<:-;`.�:':;;:�::%�:%,;.:-.%�i:%;r;5': �%:':•>;C-;»;�'S'%'%.:>:'.::%.�`;�:�:'i%>i.�`:�;;5%";�r:i>:-;>:i.. �SS 1 44 O JLE.1 ELECTRICAL PANEL :ia'i;:'i )),',>;;-;;;ii% ;,:,:%>:t ,'i;i;;'::::;;';';:'.';:%:•:.'' PROJECT NAME •''i AC".GE55 �,,:•":'7%; isi''•'%;ii7:'.;;ii;.!•5'i:•;!%',,%:')i- 'i:•',;.';i'ii";:-;•':'.'','!i;;' i:�i:'•:iii':!:'ii:-%%':;iii%�:-':•i:)jii';C!:!i:i•i:i;',-'i%!'':,•, O i W W N A Y N Y T w l� B TTER E ERG B ORAGE UNIT U Ln IN THE BASEMENT U7 Z W N W — LU g W Z o T) Q o Z w o Z In o ' � N 1 5'-02" o SHEET NAME SITE PLAN ON5TRUCTION NOTES -- -- - - ---- - ---- - 47'-G"—- --- -- --- -- - - --- DRAWING SCALE 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 11 = I 1_01 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R I / RATING. 8 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4.)THE BATTERY ENCLOSURE SHALL BE COMPLIANT WITH 2O20 NYS FIRE CODE THE BATTERY ENCLOSUREMUST ADHERE TO THE FIRE SAFETY STANDARDS OUTLINED IN THE NEW YORK STATE FIRE CODE (NYS FIRE CODE R302). IT IS IMPERATIVE THAT THE EXISTING GARAGE BE SHEET NUMBER INSPECTED AND APPROVED BY THE DESIGNATED FIRE CODE E HE ENFORCER TO ENSURE COMPLIANCE. I V_2 PLEASE BE ADVISED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT IS UNDERSTOOD THAT IT MUST MEET THE AFOREMENTIONED FIRE CODE REGULATIONS. TAX MAP: 1 000-0 1 3.00-03.00-0 1 1 .003 Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY LEGEND o EXISTING UTILITY METER '•n/ DESIGN D MENTENERGYGLC ®MAIN SERVICE PANEL 0o REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS / 051112-129 A/C DISCONNECT COMBINER INVERTERS I^, GND ELECTRODE V V 270 Q REVI51ON5 f� DESCRIPTION DATE REV PV MODULE 240° ®r7 �90°c REV1510N 0I-14-2025' A —RACKING RAIL 21 po 120° A5-BUILT 05-07-202G B o ATTACHMENT POINT �80 150° °---RAFTERS .*—ROOF PITCH ANGLE �SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOOD CONDITION POTENTIAL SHADING ISSUES 7470 SOUND AVE E�TRIM/REMOVE AS NECESSARY MATTITUCK, NY 1195 LICENSE # G74G I-HI 3G"x 3G"GROUND ACCESS TYP. LICENSE# 52G89-ME X,OF NEiv o �O A O � e T G m z z he �x J F 7 3 O 0 4 i . %%;':"i>i'•:'':';�';!;;;'%':"?>>'%:'):�i„ 3 4 E ELECTRICAL PANEL ';!% :):',>:,:,:%i-'.•,;:,'>.,':,:•!', ",,:;,:.:.. ROFE'SS10NP NAM ''ACC 55.OOF'iii-',i':::•i/"::'.'!',%%';�!i':'i':'i":'i•, PROJECTE CZ E � i. O W > N BATTERY ENERGY STORAGE UNIT LLJw —N U In I THE BASEMENT N z m d. t] _ — w 8 RE SETBACK• RDGE"i-'%:'%,'.'',S'"��"..i'...'"%.;-'.%•'�''�,":%G%'i;'•j.,,',;"",•,:'.i;'.i•,�,., 1 r� —ILJ > Q w O N Q w OO z L O ft- 15-02" o N SHEET NAME - - -- -I '-92" CONSTRUCTION SUMMARY —J PV PLAN (27) QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES (DIMENSIONS: 74"X 4 1 .1"X 1.3") (27) ENPHASE IQ8PLU5-72-2-U5 MICRO INVERTERS (72)ATTACHMENT POINTS @ G4" O.C. MAX. 3 DRAWING SCALE (335) LF IRONRIDGE XRI 00 MOUNTING SYSTEM. ROOF TYPE: ASPHALT SHINGLE (SINGLE LAYER) ARRAY#1 24 I /�?II _ I I-01 CONSTRUCTION NOTES 27 MODULES CJ 25°PITCH 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 134=AZIMUTH MANUFACTURER'S INSTALLATION INSTRUCTIONS. I SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. PV-3 4.)WALLS AND CEILING INSIDE THE BATTERY ENCLOSURE SHALL BE LMINATED WITH 5/8"TYPE X SHEETROCK OR EQUIVALENT 5.)THE DOOR OF THE BATTERY ENCLOSURE SHALL BE 3G"WIDE MINIUMUM 20 MINUTE FIRE RATED DOOR. TAX MAP: 1 000-0 1 3.00-03.00-0 1 1 .003 Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY LOAD CALCULATION ARRAY#I ITEM DESCRIPTION ARRAY#I DESIGN$DRAFTING BY: RB Ria6ic Beam/Board 2"X 8" D. FIR ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 48.4 R Rafter 2"X G" D. FIR 1 6" O.C. REVIEW BY J.M.NABCEP CERTIFIE (D) Deckin 5/8" PLYWOOD 051 1 1 2-1 20 #OF MODULES 27 (J) Cedincl Joist 2"X 8" D. FIR 1 G"O.C. TOTAL MODULE WEIGHT(Lbs) 1 306.8 (P) Pitch 25' REVISIONS (h) Horizontal Span of(R 1150 MAX. DE50UTION DATE REV TOTAL LENGTH OF RAIL(Ft) 335.3 REVISION i 01-14-2025 A RAIL WEIGHT PER FOOT(Lbs) O.G8 A5-BUILT 05-07-2026 B TOTAL RAIL WEIGHT(Lbs) 228.0 #OF 5TRANDOFF5 72 (R) (RB) WEIGHT PER 5TRANDOFF(Lbs) 2 TOTAL STANDOFF WEIGHT(Lbs) 144 TOTAL ARRAY WEIGHT(Lbs) 1678.8 POINT LOAD(Lbs) 23.3 5:4CONTRACTOR TOTAL ARRAY AREA(Sct Ft) 575.1 ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lbs/Sg Ft) 2,9 7470 SOUND AVE O MATTITUCK, NY 1 1352 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN LICENSE # G74G I-HI SNOW DESIGN Frost DESIGN UNDERLAYMENT HAZARDS y FREEZING ANNUAL LICENSE # 52689-ME LOAD' Speed" Topographic Special Windborne CATEGORY' Weathering' line Termite` TEMP= REQUIRED' INDEXi TEMP) (mph) effects` wind region debris zone"' depth, of: NEty 20 130 NO NO NO B SEVERE 3 FT MOD TO HEEAAVY 15°F YES FEMA ZONE X 599 5 I°F �P��R0 A OILiP0 MANUAL J DESIGN CRITERIA" Indoor r— ?,•� �� Winter Summer J e I Elevation Latitude Altitude correction factor design Design temperature cooling Heating temperature ( ) _ 2 heating cooling tempera difference ture � 103g4g 108 PT 41°N 15'F 8G°F 1.00 70'F 75°F 55°F AROFESSION�� Wind Wind Coincident Winter Cooling temperature difference velocity velocity wet bulb Daily range humidity Summer humidity - PROJECT NAME heating cooling ROOF FRAMING DETAIL � 1 5°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 407. 32 GP @50%PH 0 W For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. :2 > 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 r j Z 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 t j �p W 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. — 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 CZ SOLAR MODULE w > Z shall fill in the frost line depth column with the minimum depth of footing below finish grade. ,, _ 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. O STAINLESS STEEL 3/8" 0 Z 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 BOLT AND NUT p > O iu on a site-specific basis in accordance with Section R301.2.1.4. u.J O to IY 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 Z Ln 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 0 Ln N see Figure R301.2(1).] NRIDGE ALUMINUM RAIL /i O f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. J/ � � 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 ALUMINUM 1"BRACKET 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: N 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. STRUCTURAL DETAILS 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 ASPHALT SHINGLE ROOF 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" 5/1 G"x G"STAINLESS 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) STEEL LAG BOLT WITH value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 2 1/2"MIN THREAD 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 PENETRATION SEALED (Base 32°F)." WITH GEOCEL 4500 DRAWING SCALE 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 (EQUIVALENT OR BETTER) jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. N .T.S. �I .T. . 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 "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 1a or 1 b from ACCA Manual J or established criteria determined by the SHEET NUMBER 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 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 V/ `"T (`) See Figure R301.2(4)B. TAX MAP: 1 000-013.00-03.00-01 1 .003 Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY LEGEND DESIGN 8 DRAFTING BY: EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS 051112-129 A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE REVISIONS E) MAIN ELECTRIC PANEL DESCRIPTION DATE REV KMPV MODULE REVISION 01-14-2025 A N) ESSENTIAL LOAD PANEL �RACIONG RAIL AS-BUILT 05-07-202G B o ATTACHMENT POINT FOR BATTERY BACKUP ---RCS /8" FIRE-X GYP. BOARD ON -*-ROOF PITCH ANGLE °: SYSTEM SIDES OF WALLS SUNRUN METER AND CEILING ®VO1T 0PLUMBING VENT 2"X4" STUD WALL KSKY LIGHT CONTRACTOR ®CHIMNEY WOMPOSITE SHINGLES ELEMENT ENERGY, LLC. COMPOSITE CONDITION 7470 SOUND AVE OPOTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSAR MATTITUCK, NY 1 195 LICENSE # G74G 1-HI LICENSE # 52G89-ME ° of NEWY C7 LLJ 1 ��♦ �O �034A3 �i= 5'-21- -3'MIN..-/ \� AROFESSIONP� PROJECT NAME O W -6' 4'-8''----- W W F l� Q Ln BESS LOCATION FIRE SAFETY NOTES: 20 MIN. FIRE-RATED DOOR o w — 1 .)CONDUIT RUN/RACEWAY FOR BATTERY ENERGY IV STORAGE SYSTEM (BESS) SHALL BE LOCATED WITHIN FIRE ".P" Q L = z RATED AREA.THE CONDUIT/WIRE RUNS TO THE EXISTING O (- MAIN SERVICE PANEL AND TO THE PLP IN PVC CONDUIT Q O z INSIDE OF THE EXISTING BASEMENT AND THEY SHALL BE LU LOCATED INDOORS. 1) SONNEN SONNENCORE I OKWI1 BESS UNIT Ln z Ln O 2.)THIS BESS SYSTEM 15 COMPLIANT WITH THE SECTION Ln R327 OF THE INTERNATIONAL RESIDENTIAL CODE, AS O AMENDED BY THE NEW YORK STATE UNIFORM CODE. p° 3.)THE BASEMENT 15 AN UNFINISHED SPACE WITH NO SLEEPING ROOMS LOCATED IN THE IMMEDIATE OK ADJACENT AREAS. "o SHEET NAME 4.) ANY FIRE DOOR SEPARATING THE BESS ARE FROM THE EXISTING BASEMENT REMAINDER OF THE DWELLING SHALL BE EQUIPPED WITH A BATTERY PLAN SELF-CLOSING DEVICE. CONSTRUCTION SUMMARY P (1) UNIT OF SONNEN SONNENCORE+ 10 KWH BATTERY p . p. (DIMENSIONS: 27"X G9.5"X 14") IN ATTACHED GARAGE ° p DRAWING SCALE P WITH REQUIRED FRONT CLEARANCE OF THIRTY-SIX INCHES CONSTRUCTION NOTES 11411 = I I_OI 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH [GARAGE PLAN] SHEET NUMBER MINIMUM NEMA 3R RATING.3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE I p V_5 FIELD VERIFICATION. TAX MAP: 1000-0 1 3.00-03.00-01 1 .003 Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY ELECTRICAL NOTES GENERAL NOTES DESIGN 4 DRAFTING BY: 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER 1.) THE BESS PROVIDES MONITORING AND ELEMENT ENERGY LLC NRTL, AND LABELED FOR ITS APPLICATION. BALANCING CELL VOLTAGES, CURRENTS, REVIEW BY J.M.NA6CEP CEP.TIFIE 2.) ALL CONDUCTORS SHALL BE COPPER, RATED AND TEMPERATURES WITHIN THE 051112-129 FOR 600 V AND 901C WET ENVIRONMENT. MANUFACTURER'S SPECIFICATION THROUGH WEB (SOLAR ARRAY ON THE MAIN HOUSE 7.2 kW 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON AND MOBILE APPLICATIONS. REV1510N5 (zj)DG9CRo-VE�400 W MODULES STINS O (()DUO ROOFTOPS SHALL BE ROUTED DIRECTLY 2.) THE HEAT DETECTOR OR HEAT ALARM SHAL jgD1ET1`"` TO, AND LOCATED AS CLOSE AS POSSIBLE TO BE INSTALLED AND INTERCONNECTED WITH DESCRIPTION DATE REV STRING #2 THE NEAREST RIDGE, HIP, OR VALLEY. SMOKE ALARM AND THE BESS SYSTEM SHALL REVISION 01-14-2025, A 4.) WORKING CLEARANCES AROUND ALL NEW AND TRANSMIT AN ALARM SIGNAL VIA MOBILE A5-BUILT '05-07-202C 5 MODULE INFO _ _ EXISTING ELECTRICAL EQUIPMENT SHALL PORTAL OR THE SMOKE AND/OR HEAT MODEL PART NUMBER - 7Qt COMPLY WITH NEC 110.26. ALARM/DETECTOR IF POTENTIALLY HAZARDOUS 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT TEMPERATURES OR OTHER CONDITIONS SUCH AS VOC 45.3 V OF SYSTEMS. CONTRACTOR SHALL SHORT CIRCUITS, OVER VOLTAGE OR UNDER VMP 37.13 V FURNISH ALL NECESSARY OUTLETS, SUPPORTS, VOLTAGE ARE DETECTED. ISC 11.14 A STRING #3 • • • FITTINGS AND ACESSORIES TO FULFILL 3.) CONDUIT AND CONDUCTORS SPECIFICATIONS IMP 10.77 A _ _ _ _ _ _ _ APPLICABLE CODES AND STANDARDS. ARE BASED ON MINIMUM CODE REQUIREMENTS j 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND ARE NOT MEANT TO LIMIT UP-SIZING AS STC RATING 400 IN _ _-_ AND CONDUITS ARE NOT SPECIFIED, REQUIRED BY FIELD CONDITIONS. PTC RATING 300.1 W THE CONTRACTOR SHALL SIZE THEM CIRW CABLE TYPICAL ACCORDINGLY. CONTRACTOR SOLAR ARRAY ON MAIN HOUSE S6 kW 7.) ALL WIRE TERMINATIONS SHALL BE (9)QCELL aPEM DUO BUK ML-MD+40OW PV MODULES ,C,,,,�,��„s ELEMENT ENERGY, LLC. (1)STRINGS OF(9)MICRO-INVERTERS so vAG+.xl A,non VA APPROPRIATELY LABELED AND READILY VISIBLE. NO"6.UL LISTED IBM= ' 8.) MODULE GROUNDING CUPS TO BE INSTALLED 7470 SOUND AVE _ BETWEEN MODULE FRAME AND MODULE MATTITUCK, NY 1195 STRING #1 _ SUPPORT RAIL, PER THE GROUNDING CLIP r ---------- _ _ _ _ _ _ _ MANUFACTURER'S INSTRUCTION. LICENSE # 6746 I-hl __-_--__- ���� 9BOX .) MODULE SUPPORT RAIL TO BE BONDED TO LICENSE # 52G89-ME , aLL;® CONTINUOUS COPPER G.E.C. VIA WEEB LUG 0°M' OR ILSCO GBL-4DBT LAY-IN LUG. CABLE rtPICAL I 10.) THE POLARITY OF THE GROUNDED CONDUCTORS OF NE j OCRO-KYWEER I IS (positive/negative) p A y0 xuENRUS¢al rd.- OR I 9M Er� I 10.) THE DC SIDE OF THE PV SYSTEM IS STED t"F'L I UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. °4 v I 11.) THE INSTALLATION COMPLIES WITH R327 ENERGY c> w STO AGE SYSTEMS. 12.)RCONDUIT AND CONDUCTORS SPECIFICATIONS ARE 9 2 TD uTNLIn(xnD N �+x���� C9 BASED ON MINIMUM CODE REQUIREMENTS AND ARE OA 0344 I FT-----� -- - - -- -qj NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY + H 40 NP V.OA I I', I FIELD CONDITIONS. �� FESStO I ALL CONDUCTORS NOT UNDER ARRAY ARE TO BE IN +-PHASE.240 V CONDUIT MINIMUM 7/8- ABOVE ROOF WITH PROPER t N PROJECT NAME + t JUNCTION BOX AT EACH END. �ff .•." 9ML IOf O®10•f 0 w + t I mA _ 1 = � U I t + 1 }� w 6� OTHER LOADS «v° usE I Q - 70A r r�r ------------ • --- • ---- ---------- LL.I I --------------J coHrno s 1 NNR•ZO�T _ N I FUSED AC DISCONNECT I g W Z L -J 100A mn FUSE IBM]L LL 181ED 4�F�f/RII I- ---- BACK-UP LOAD PANEL (2)50 A iU�! a1M1 i•.p AI 1 1 (J) Q O Z ouiwLL voc noNiw.L A!IAA N Ir,[1101 Q > W WN!lYQ DTI IL.N 0 (� uFEroa i + t O Z Ln 0 O 0 N S O N N E N ,OA MAIN SERVICE PANEL >ax a *SYSTEM SPECIFICATIONS & NOTES* L------------------------------------ I N MAAc TOTAL SYSTEM SIZE:10.8 kW I T SHEET NAME MODULES: (27) QCELL Q.PEAK DUO BLK ML-G10+ 40OW PV MODULES EXISTING GROUNDING INVERTERS: (27) ENPHASE IQBPLUS-72-2-US MICRO-INVERTERS EEC1RODE S1S1EM TOTAL (27) MODULES INSTALLED ON MAIN HOUSE SONNENCORE+1okWh 10kWh�240V r - 3 LINE D I A. WIRE & CONDUIT SCHEDULE. STARTING TEMPERATURE STARTING MAXIMUM MAX. CONDUIT FILL ADJUSTED CURRENT CURRENT IRCUIT I.D. CIRCUIT ORIGIN CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR DERATE CONDUCTOR GROUND SIZE GROUND CONDUIT SIZE TYPE CONDUIT AMBIENT; ESTIMATED VOLTAGE ALLOWABLE CORRECTION CONDUCTOR APPLIED TO APPLIED TO DRAWING SCALE DESTINATION SIZE QUANTITY INSULATION QUANTITY TYPE TEMP. DISTANCE DROP (%) AMPACITY FACTOR PER POLE 310.15(B)(3) 310.15(B)(16)310.15(B)(16) AMPACITY CONDUCTORS CONDUCTORS IN RACEWAY IN RACEWAY 1 MICRO-INVERTE COMBINER AWG #12 1 4 0.8 SE-2/PV- AWG #8 1 BARE CU FREE AIR OR 55'C 110 FT. 1.89 30 0.84 20.16 15.73 19.66 I `� R BOX IRE PVC SCH 40 2 COMBINER BOX AC DISCONNECT AWG #8 1 3 1 THWN-2 AWG #8 1 THWN-2 CU PVC R SCH C40 45'C 50 FT. 0.96 55 0.96 52.80 21.78 27.23 3 C DISCONNECTPOI AWG #6 1 3 1 THWN-2 AWG #8 1 THWN-2 CU PVC SCH 40 45'C 30 FT. 0.04 75 0.96 72.00 21.78 27.23 SHEET NUMBER OR LFNC ESSENTIAL LOA PVC SCH 40 PV-Fj 4 PANEL BATTERY AWG #8 1 3 1 THWN-2 AWG #8 ' 1 11�WN-2 CU 'OR LFNC 45'C 10 FT. 0.88 55 0.96 52.80 10.89 13.61 TAX MAP: 1000-01 3.00-03.00-01 1 .003 Zoho Sign Document ID:2A768FFA-ZQTE_VCXEWBGIZE7QROYG84P6TRLWDDDQ4BAEWPQRWY SERVICE METER O O DESIGN BY: INSTALLATION NOTE LLC REVIEW BYJ.M.NABCEP CERTIFIE ® /, SOLAR PV SYSTEM PHOTOVOLTAIC PHOTOVOLTAIC ( 1 ) ALL LABEL SHALL BE INSTALLED IN 05 1 1 1 2-1 29 V EQUIPPED WITH x SOLAR BREAtcER 8 , � � � ACCORDANCE WITH THE 201 7 NEC REVISIONS RAPID SHUTDOWN ® REQUIREMENTS. DEBCRI PiION DATE REV •' (2) ALL LOCATIONS ARE APPROXIMATE AND REVISION 0I-14-2025, A - VOLTAGE VDC MAX SYSTE REQUIRE FIELD VERIFICATION. AB BUNT '05-07-2026' SOLAR AC LOAD CENTER - OUTSIDE we� � DO NOT �. s OVERCURRENToRcE& ! (3) LABELS, WARNING(S) AND MARKING OTURN RAPID SHUTDOWN SWITCH TO Og SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUTDOWN I 10.2103). Pv SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY AC ONNECT j POWER TO THI CAUTIONS SERVICE IS ALSO SUPPLIED (4) THE MATERIAL USED FOR MARKING ---- -- ------ — FROM THE FOLLOYANG SOURCES WrtH I 2 _1 DISCONNECTS LOCATED AS SHOWN R AC LOAD CENTER- INSIDE 2 _ MUST BE WEATHER RESISTANT, IN SOLA uri_nv uErr+� iNMTHi&cnRA�DE CONTRACTOR COMPLIANCE WITH NEC 1 10.2 1 (B)(3). - _ 1 (5) THE PV SYSTEM CIRCUIT CONDUCTORS ELEMENT ENERGY, LLC. ® O ® 1 1 —70VEORCURRENT AIR �N 0 � ,V vRIMY ® 7470 SOUND AVE EQUIPMENTFED BYMULTIPLE LNG • SHALL BE LABELED INSTALLED IN MATTITUCK, NY 1 I95 SOURCES.TOTAL DUAL POWER SUPPLY a, COMPLIANCE WITH NEC 690.3 I LICENSE # 67461-111 DEVICES,EXCLUDING SOURCES:UTILITY GRIDLICENSE # 52689-ME AIN SUPPLY OVERCURRENT AND PV SOLAR DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM AMPACITY OF BUSBAR I CONDUIT - INSIDE BUILDING •.�_.ti,.�. - _ -- ��0f NSWY ! WAR III ! WARNING THIS SERVICE METER s 1 IS ALSO SERVED BY A ELECTRIC SHOCK HAZARD ) PHOTOVOLTAIC SYSTEM , PHOTOVOLTAIC SYSTEM Z TERMINALS ON THE LINE AND i COMBINER PANEL O 4 103443 LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS CONDUIT - OUTSIDE BUILDING IN THE OPEN POSITION — — AROFESS1ONP� ® PROJECT NAME ljj�jWARNING • • ' ° Li DUAL POWER SUPPLY W W > [� } SOURCES:UTILITY GRID AND c U p L() f PV SOLAR ELECTRIC SYSTEMLU MAIN SERVICE PANEL- OUTSIDE LU ACAUTIONSOLARCIRCUIT Q w O _ —I 0-/ = z ACAUTION __l O Q LLJ SOLAR ELECTRIC SYSTEM CONNECTED i 0 O - • • • " O z N Ln O 6 o MAIN SERVICE PANEL - INSIDE t A' NiN OPERATING •• . • POWER SOURCE t LTS OUTPUT CONNECTION SHEET NAME A\ O ° DO NOT RELOCATE THIS OVERCURRENT DEVICE SIGNAGE AC DISCONNECT/BREAKER DRAWING SCALE 000 � ® N .T.S. SHEET NUMBER I V — / TAX MAP: 1000-0 1 3.00-03.00-01 1 .003