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HomeMy WebLinkAbout51888-Z oe souryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Cour r+ ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46463 Date: 09/03/2025 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 150 Red Fawn Rd Southold, NY 11971 SecBlock/Lot: 79.-2-7.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/25/2025 Pursuant to which Building Permit No. 51888 and dated: 04/30/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Roof-mounted solar panels to existing single-family dwelling as applied for. The certificate is issued to: Sarah Wood Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 110579 06/03/2025 PLUMBERS CERTIFICATION: Aut orized ignature *of sou".. TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51888 Date: 04/30/2025 Permission is hereby granted to: Sarah R Wood 150 Red Fawn Rd Southold, NY 11971 To: install roof-mounted solar panels to existing single-family dwelling as applied for. Premises Located at: 150 Red Fawn Rd, Southold, NY 11971 SCTIVI#79.-2-7.1 Pursuant to application dated 03/25/2025 and approved by the Building Inspector. To expire on 04/30/2027. Contractors: Required Inspections: Fees: SOLAR PANELS $100.00 ELECTRIC -Residential $125.00 CO-RESIDENTIAL $100.00 Total S325.00 ---- -- ----------------- uilding Inspector q e , s NASSAU E'LECTRI C L SEP 2 2025 SUFF .OLK 1NSTECTORS Building Department 159 Route 25A, Building 1 Suite B Town of Southold Miller Place,NY 11764 Telephone:631 495 8136 Fax:631 509 4538 • E-Mail:Requests@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Element Energy LLC Certificate No.: 110579, A Rough In Inspection Date: Final Inspection Date: Jun 03,2025 Application No.: 9632414052 Building Permit No.: 51888 County Tax Map No.: 1000 079.00 02.00 007.001 LIPA Solar App No.: PAM-2025-388640 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below,installed on behalf of the applicant named above,located at the premise-of and not after the final inspection date above: Owner: SARAH WOOD Site Location: 150 RED FAWN ROAD,SOUTHOLD,NY 11971 Owner's Address(if different): ®Residential ®Indoor 0 Basement ❑Service ❑Shed ❑Commercial 0 Outdoor ❑First Floor ❑Pool ❑Hottub ❑New 0 Renovation 0 Second Floor 0 Attic ❑Garage 0 Addition 0 Survey 0 PV Solar ❑Generator ❑Conversion ,. .... .............................,.. .. ........_... ❑Signs ❑Battery Storage Other:I INVENTORY Single Phase Heat Duplex Recpt Ceiling Fixture Dual Func Breaker r Three Phase 0 Hot Water GFCI Recpt Wall Fixture 0 Smoke ' Main Panel AC Cond 0 Single Recpt Recessed Fixture CO Detect Sub Panel AC Blower 0 Range Recpt LED Lighting Smoke CO Combo Transformer Appliance Ckt Dryer Recpt Emergency Time Clock Disconnect Switches Twist Lock F Exit Fixtures 0 Pumps GFCI Breaker Heat Pump 0 Electric Heat 0 Pool Luminaire Exhaust Fan Other Equipment:System Size:33.15 kW Qty:78 Desc:EAGLE JINKO JKM425N-54HL4-B Qty:78 Desc:Enphase I08MC-72-M-US The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: Element Energy LLC License No.: 52689-ME Date Printed: Jun 03,2025 Inspected By:Joe Coppola Signature: SOUryO # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [,I/FINAL SPIX14- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a, C ", DATE INSPECTOR Page 1 of 1 Southold town SEP 2025 Current Unewables 08/05/2025 Engineering Building pr-'-d'+�rat Subject: Structural Observation Report Job: Wood, Sarah - 150 Red Fawn Rd Project Address: 150 Red Fawn Road, Southold, NY, 11971 Attn.: To Whom It May Concern After inspecting the installation of the above referenced project, it is the opinion of Current Renewables Engineering to certify that to the best of our knowledge, belief, and professional judgment the PV installation is in conformance with the Structural Calculations. Verification of all relevant installation methods and materials was provided by Element Energy LLC. This letter does not waive the installer of any responsibility for improper installation. If you have any further questions on the above, please do not hesitate to reach out. OF NEw y 101HA Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.comU11 101242 Op�OF $S Exp. 05/31/ 7 Signed on:08/05/2025 3600 Lime St Bldq 2, Ste#224, Riverside,CA 92507 (951)203-5933 info@currentrenewablesenq.com TOWN OF SOUTHO LD—B'LTl[LD',1NG DEPARTMENT Town Hall Annex 54375 Main road P. ®. Box 1179 Southold NY 119 -71 0959 f ,oho` Telephone (631) 765-1802 Fax (631) 765-9502 htti2s://www.sotitholdtownny.eov Date Received APPLICATION FOR BUILDING PERMIT ,___ , rti �r E For Office Use Only t. 5 �cY .. MAR PERMIT NO. Building Inspector: ttb. pgnu { i Sad f''iM 11 �,i�4�ay F,�wArr'!fU Applications and forms must be filled out in their entirefy.fncerreplete lip ;� c. r applications will not be accepted. Where the APp96c:aht.is-not the owner,an Owne s, Autlhorkatoon forage(Page 2)shaig be cownpl'eted, Date: � S OWNERS),_OF PROPERTY.- Name:61CLrm W O0 k SCTM# 1000- O-� r .00 - 007. 0 0 ) Project Address: +5-0 Q raW (�} Phone#: (3 9„ 3 8 2 - ?®Lf I '` L Email: _ 1 w / Mailing Address: S 0 R �IWr 00 �06N'�A PERSON- Name: �.....®rrow'ne Mailing Address: -7410 Soli a Mo-44 dam , Y. )IC15� Phone#: (.3 1 3 9 7 O q / Email: 1P� az -S . DESIGN PROFESSIONAL INFORMATIONa. rr�9->Q.S � Name: Mailing Address: Phone#: Email: Name: 2 �i'1� 4)f-� Mailing Address: 1 4 V �S® d 0VY.) MAI-4 , JACr, ' I I q� Phone#: (� ' D Email: pelfAi�s as vs, com DESCS PTIO'N,OF PkQPOS tb,CONS'6`iftM� N. ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: then I n5+�--0 &D I&C P V Z>4-r-kn 3. 15 w $ Will the lot be re-graded? ❑YesANo Will excess fill be removed from premises? ❑Yes\J;eAo ' 1 I PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. �pck Box After Reading The'owner/contractor/design professional is responsible for all drainage and storm outer issues as provided by ter36 of the Town Code APPLICATION IS HEREBY MADE to the Building Department for the issuance of a: Buildmg Permit pursuant to the Building Zone ' Ordi......£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 app(icable laws,ordinances,building code, housing code and regulations and to.admit-authoraed'inspectors on premises and in building(s)'for necessary inspections.;False statements made here_in are- punishable as a Class A misdemeanor pur3uaetto Section.210:45 of tie New:York State Penal Law: Application Submitted By(print name): Lorraine DiPenta ®Authorized Agent ❑Owner Signature of Applicant: ®ate: 3 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Lorraine DiPenta being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (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 Ab%ey J ROMEO ry u lic,State of New York No.01 R06314813 Sworn before me this Qualified in Suffolk County Commission Expires November 17,20-A,6 day of I v 1 rig �L 20Z-5� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) d►-I�t-,h W �� residing at . 15 Q - w do hereby authorize E C MuM to apply on 1 � my�bb;halfoi the Town of Southold Building Department for approval as described herein. Owner's Signature Date ( ,0-rak I&)oo d Print Owner's Name 2 �g1�Ffot,�C BUILDING DEPARTMENT-Electrlccal Inspector 0 off° Gyj Toni N OF SOUTHOLD �, - Town Hall Annex- 54375 Main Road - PO Sox 1179 o y� Southold, New York 11971-0959 y'llpl �a0 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(d-southoldtownny gov—seand�southoldtownny Qov APPLICATION FOR ELECTRICAL INSPECTION [Electrician's LECTRICIAN INFORMATION (All Information Required) Date: � It � Company Name: EI- ty c LI>� Name: ml, ff Ia rinI CK License No.: - Elec. email: pe_r ryi s�- e L, Elec. Phone No: �� d s�,��.-1��l 3 Z request an email copy of Certificate of Compliance Elec. Address.: `� L-I"-1 0 _Sc,�r)A_ C U e— H ea-+ -n+Lt&< itJ°1� � I� 5 �— JOB SITE INFORMATION (All Information Required) Name: Address: 15 On Cross Street: Phone No.: (,3 l --7 1,, Bldg.Permit#: C5 I � email: �d'rra 1, � 5,,� Tax Map District: 1000 Section: ,U� Block: Q �,�(Jd Lot: (JV7 171� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): bra s-fir 01-��, -` ' I �..f,k A 3 3. 15 )ej Circle All.That Apply: Square Footage: 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 Size01 Ph❑3 Ph Size: A .# Meters Old Meter# ®NewServiceQFire Reconnect❑Flood Reconnect[]Service Reconnect ElUndergroundElOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION APP 0 ED AS NOTED s' DATE! � B.P. FEE BY NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED, FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. IN8ULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WIP4 ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND NDITIONS OF TOWN ZBA OLD TOWN PLANNING BOARD TOWN TRUSTEES .S.DEC HPC SCHD - OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA7 OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED Page 1 of 2 Current 03/17/2025 Renewables Element Energy LLC 4b Engineering 7470 Sound Avenue, Mattituck, NY, 11952 Subject: Structural Certification for Installation of Residential Solar Job: Wood, Sarah - 150 Red Fawn Rd Project Address: 150 Red Fawn Road, Southold, NY, 11971 Attn.: To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of Element Energy LLC. After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: Design Criteria Code: 2020 NYSBC, IBC 2018, ASCE 7-16 Risk Category: II Ult Wind Speed: 128.0 mph Ground Snow: 25.0 psf Min Snow Roof: N/A �P,trif NEWyo *� SH zqN Current Renewables Engineering Inc. oe Professional Engineer info@currentrenewableseng.com F� 01084 Exp.01/31/2028 Signed on:03/17/2025 3600 Lime St Bldg 2,Ste#224, Riverside,CA 92507 (951)203-5933 info@currentrenewableseng.com Page 2 of 2 , Summaries: Check 1: Shingle roofing supported by 2x12 Rafter @ 16 in. OC spacing. The roof is sloped at approximately 30 degrees and has a max beam span of 23.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. Check 2: Shingle roofing supported by 2x12 Rafter @ 16 in. OC spacing. The roof is sloped at approximately 17 degrees and has a max beam span of 15.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. 3600 Lime St Bldg 2,Ste#224, Riverside,CA 92507 (951)203-5933 info@currentrenewableseng.com a CZSYSU ELEMENT ENERGY LLC. 7470 SOUND AVENUE,MATTITUCK,NEW YORK, 11952 PH:(631)779 7993 services@e2sys.com Licence-ME-52689 Date: 3/17/2025 (MASTER ELECTRICIAN)Licence HI-67461 Customer Name: SARAH WOOD (SUFFOLK HOME IMPROVEMENT) Project Address: 150 RED FAWN RD,SOUTHOLD,NY 11971 REV-B Outlined below are the list of requested revisions with their response in red. If you have any questions, please reach out. Correction#1 -Fix the load center rating. 100A is not capable of the loads. Response-The load center rating has been changed to 150A OF REPyy 5J12 ,, L r- fn lr A �8T48� �O+ SSIJ4:��' sealed 19mar2025 mike@h2dc.com H2DC PLLC NY CoA#:PB-082933 ELECTRICAL ONLY PRE CONSTRUCTION DRAWING SET .��OF NEW y ROOF MOUNT SOLAR PERMIT PACKAGE ��p�PS� ZgNo��O�� SARAH WOOD ti 33. 150 KW DC GRID TIED PHOTOVOLTAIC SYSTEM F� 101084 150 RED FAWN RD, SOUTHOLD, NY 11971 FE 10�P Exp.01/31/2028 STAMPED 03/17/2025 AERIAL VIEW VICINITY VIEW CODE INFORMATION GENERAL NOTES THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW. REPRODUCTION IN ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT THE INSTALLATION OF SOLAR ARRAYS AND PHOTOVOLTAIC PRIOR WRITTEN APPROVAL FROM CURRENT 1. LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY RENEWABLES ENGINEERING INC. I POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING CODES: SOLAR PHOTOVOLTAIC INSTALLATION 2. THIS PROJECT SHALL_COMPLY WITH LOCAL ORDINANCES 2020 BUILDING CODE OF NEW YORK STATE Y,s ' 3. PROPER ACCESS AND WORKING CLEARANCE WILL BE PROVIDED 1�iis • 2020 RESIDENTIAL CODE OF NEW YORK STATE Current 111� RQtt@W 3�JIe_ �.2020 EXISTING BUILDING CODE OF NEW YORK STATE 4. ALL ELECTRICAL WORK SHOWN ON THESE PLANS WILL BE COMPLETED BY THE 2020 FIRE CODE OF NEWYORK STATE UNDERSIGNED• 2017 NEW YORK STATE ELECTRICAL CODE 5. ALL APPLICABLE PV EQUIPMENT LISTED AND COMPLIANT WITH UL2703,UL1741 AND Engineering UL1703 6. ALL ROOF PENETRATIONS TO BE SEALED WITH A HIGH PERFORMANCE ROOF SEALANT CURRENT RENEWABLES ENGINEERING INC. SUCH AS GEO CEL 2300 CLEAR SEALANT 3600 Lime StreeLBK1g 2 Riverside,CA 92501 7. THE SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE LOCAL Email PmjectsCcreng.solar N say vlew��E tt WebsRe i~cmrg.co N 9ay•9rr Esr JURISDICTION AND THE UTILITY IS OBTAINED PHONE 951-204-5492 AHJ : TOWN OF SOUTHOLD 8. THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL,OR BUILDING ROOF VENTS CONTRACTOR INFO 9. IF THE EXISTING MAIN PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE,IT IS THE NECESSARY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE LEGEND 10. EACH MODULE WILL BE GROUNDED UL 2703 OR UL 1703 APPROVED USING THE • �' SUPPLIED CONNECTION POINTS IDENTIFIED ON THE MODULE AND THE Ea m nit •- UM MUTILITY METER PM PRODUCTION METER MANUFACTURER'S INSTALLATION INSTRUCTIONS" CZSYS? 11. A LADDER SHALL BE IN PLACE FOR THE INSPECTION IN COMPLIANCE WITH OSHA MSP MAIN SERVICE PANEL iNV INVERTER REGULATIONS- ELEMENT ENERGY LLC. E BUILDING INFORMATION 12. MAX HEIGHT OF MODULES OFF OF ROOF FACE:<6"' 7470 SOUND AVENUE,MATTfNCK, ATS AUTOMATIC TRANSFER ❑ 13. PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O17 NYSEC. NEW YORK.11952 SWITCH SUB SUB PANEL PH:(631)7797993 14. PHOTOVOLTAIC SYSTEM INVERTER IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY rvi_0e2sys.com LC LOAD CENTER GROUNDED IN THE INVERTER,AND SYSTEM COMPLIES WITH 690.35. Licence-ME-52689 2 STORY HOUSE SINGLE FAMILY RESIDENCE LP BACKUP LOAD PANEL 15. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. (MAiceceLHl 6R4611 AC DISCONNECT 16. INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. (SUFFOLK HOME IMPROVEMENn CONSTRUCTION TYPE: V-B OCCUPANCY: R3/U IQ IQ CONTROLLER 2 17. ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED,LABELED,AND INSTALLED PER ❑ MODULE BATTERY THE NYSEC,THE INSTALLATION STANDARDS/MANUFACTURER'S RECOMMENDATIONS SARAH WOOD El AND IF REQUIRED A RECOGNIZED ELECTRICAL TESTING LABORATORY. APN : 1000079000200007001 ROOF OBSTRUCTIONS 18. CONDUITS EXPOSED TO SUNLIGHT ON ROOF SHALL BE LOCATED NOT LESS THAN 7/8" 150 RED FAWN RD, QH Q.HOME HUB ABOVE ROOF SURFACE. 36"ACCESS PATHWAYS SOUTHOLD,NY 11971 _SHEET INDEX AC ESS DISCONNECT 19. IN EXPOSED LOCATIONS,WIRING AND CABLING SHALL BE IN CONDUIT OR CABLE SHALL __ BE RATED FOR EXPOSURE;TYPE NM CABLE ALLOWED IN PROTECTED LOCATIONS. AHD TOWN OF SOUTHOLD PV-1.0 COVER PAGE ® 18"ACCESS PATHWAYS WITHIN ATTIC SPACES,ALLOWED TO RUN TYPE NM(ROMEX)1013 OR 12/3 CONDUCTORS PV-2.0 SITE PLAN CONDUIT JE3� JUNCTION BOX THROUGH OPEN SPACE OR TYPE THHN IN MINIMUM 3/4"ALUMINUM CONDUIT UTILITY PSEG LONG ISLAND 20. MATERIALS,EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS, PV-2.1 ROOF PLAN ROOF ACCESS POINT SEPTIC TANK STANDARDS,RULES AND REGULATIONS OF THE FOLLOWING AND BE MOST SUITABLE PV SUMMARY TO THE PURPOSE INTENDED: sysrEM slzE MAIN BREAKER (KWDC) STC 425 X 78 =33,150 PV-3.0 STRUCTURAL MBE ENCLOSURE SSS LEACH LINES WIND SPEED 128 PTC 3240 X 78 =31.052 AUTOMATIC TRANSFER P SYSTEM slzE 24.96 �zao PV-4.0 ELECTRICAL KID AUTOMATICPROPANE TANK SNOW LOAD 25 (KWAC> SWITCH MODULES 78 JINKO SOLAR KM425N-54HL4-B PV-4.1 ELECTRICAL SLID WELL EXPOSURE CATEGORY C ENPHASE PV-4.2 ELECTRICAL PHOTOS UPPERMANENT ANCHOR O MlcaowvLRTER 78 IQ8MC-72-M-US POWER LINES STRUCTURAL NOTES : PV-5.0 BOM OT TEMPORARY ANCHOR NO LADDER ACCESS 1.THESE PLANS ARE STAMPED FOR STRUCTURAL CODE COMPLIANCE OF PV-6.0 SIGNAGE& PLACARD (STEEP GRADE ROOF FRAMING SUPPORTING THE PROPOSED PV INSTALLATION ONLY. FI L INSTALLER LADDER OR GROUND LEVEL 2.THESE PLANS ARE NOT STAMPED FOR WATER LEAKA PV-7.0 SPECS+ OBSTRUCTIONS) 3. PV MODULES, RACKING,AND ATTACHMENT COMPONENTS MUST FOL S❑ STUB-OUT AS GAS SHUT OFF MANUFACTURER GUIDELINES AND REQUIREMENTS. Rev Description Date 4. PLEASE SEE THE ACCOMPANYING STRUCTURAL CALCULATIONS REPORT 0 INITIAL DESIGN j 317/2025 ADDITIONAL INFORMATION. A UPDATED DESIGN 3n3nozs ® SKYLIGHT Hzo WATER SHUT OFF 5.PRIOR TO COMMENCEMENT OF WORK.THE SOLAR INSTALLER SHALL VER THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY THE E.O.R.IF THERE B UPDATED DESIGN 3n7n025 RESTRICTED ACCESS ( ) SERVICE DROP IS ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND FOLLOWING: PROJECT# NA ROOF 1 2x12 RAFTERS @ 16"OC SPACING WITH MAX UNSUPPORTED SPAN EQUAL DATE DRAWN 3/17/2025 RAIL OR LESS THAN 23 FT. DRAWN BY E.R RAFTER ROOF 2:2x12 RAFTERS @ 16"OC SPACING WITH MAX UNSUPPORTED SPAN EQUAL SHEET a PV-1.0 ATTACHMENT OR LESS THAN 15 FT. TITLE COVER PAGE R324.6.1 PATHWAYS: NOT LESS THAN TWO MINIMUM 36-INCH WIDE PATHWAYS ON LEGEND ��OF NEw�, SEPARATE ROOF PLANES, Ff40M LOWEST ROOF EDGE TO RIDGE,SHALL BE PROVIDED ON �-j�P pSN ZANQ/�0�� ALL BUILDINGS. Q� ti AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR (N) 1 1/4" PVC UNDER PROPERTY LINE UTILITY METER DRIVEWAY SIDE OF THE ROOF. ATS GROUND CONDUIT @ 18" SHED UM FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY,A MINIMUM r BELOW GRADE 104' ' MSP MAIN SERVICE PANEL 36 INCH-WIDE PATHWAY FROM THE LOWEST ROOF EDGE TO RIDGE C7 SHALL BE PROVIDED ON THE SAME ROOF PLANE OR STRADDLING (TRENCHED) ----1 ATS AUTOMATIC TRANSFER y �_ THE SAME AND ADJACENT ROOF PLANES.PATHWAYS SHALL BE -� i SWITCH �(�O 101084 OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS O�� ACCESSING THE ROOF.PATHWAYS SHALL BE LOCATED IN AREAS ROOF ACCESS !/� 1 1 i LOAD CENTER p'r 4Np WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES,CONDUIT,OR UM AC LC E 1 POINT `� MECHANICAL EQUIPMENT. _�-- _ AC DISCONNECT R324.6.2 SETBACK AT RIDGE: �--� Exp.01/31/2028 FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 ___ --� MODULE STAMPED 03/17/2025 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA,NOT LESS THAN AN 18 INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A �� ^ry _1 011 I ROOF OBSTRUCTIONS THESE DRAWINGS ARE SUBJECT TO COPYRIGHT HORIZONTAL RIDGE. r ly(J fv1 PROTECTION BY US LAW. REPRODUCTION IN FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 ENLARGED VIEW I I 36"ACCESS PATHWAYS ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT I PRIOR WRITTEN APPROVAL FROM CURRENT PERCENT OF THE PLAN VIEW TOTAL ROOF AREA,NOT LESS THAN A j RENEWABLES ENGINEERING INC. 36-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A — s ® 18"ACCESS PATHWAYS HORIZONTAL RIDGE. FF s aF.� i ,::: :r`� .:_. :: ,:: t e J — CONDUIT Current R324.6.4 EMERGENCY ESCAPE AND RESCUE OPENING:PANELS r :.?•` •. e AND MODULES INSTALLED ON DWELLINGS SHALL NOT BE PLACED ■/�/��/ M S P ' DRIVEWAY.> �,`•;.�y'~, f� i ROOF ACCESS POINT ',III abl eS A VZ�.4 THE PORTION OF A ROOF THAT IS BELOW AN EMERGENCY ESCAPE r ,•:''•.; E;;'" •- .:.'+•-..:.��.•:.;_,; J Engineering AND RESCUE OPENING.A 36-INCH-WIDE PATHWAY SHALL BE '�' c. PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. °.-•, ^•.••i• =i' CURRENT RENEWABLES ENGINEERING INC. 3600 Lime Streel,BMg 2 Riverside,CA 92501 NOTES: �': Email Projects(Mcreng.solar 1. MINOR FIELD ADJUSTMENTS ALLOWED BASED ON ACTUAL I r webstte www c eng.co SITE CONDITION AND MEASUREMENTS. L V �_ PHONE. 951-204-5492 2. THE 30 SECOND SHUTDOWN REQUIREMENT IS INCORPORATED I CONTRACTOR INFO INTO THE 2017 NYSEC AND UL STANDARD 1741. ' 3. EXISTING ROOF VENT SHOULD NOT BE COVERED. i I MINTPOOL I it it EZSYSq ROOF LINE ELEMENT ENERGY LLC. T r 10 9' 11 " I 7470 SOUND AVENUE,MATTITUCK, NEW yORK 11952 PH:(631)779 7993 ' i = services@e2sys.com r I Licence-ME-52699 ^ —� I T— (MASTER ELECTRICIAN) j8 Licence-IMPRO61 VEMENT) _ _3r (SUFFOLK HOME IMPROVEMENT) Z � N T , (c) SARAH WOOD Q ' M 150 RED FAWN RD, L.L ` SOUTHOLD,NY 11971 Q It I AHJ TOWN OF SOUTHOLD Uj f I ROOF OBSTRUCTION 1..1� i UTILITY PSEG LONG ISLAND r I I r PV SUMMARY SYSTEM SIZE 144' / 11 (KWDC) STC X 78 =33.15 i PTC 398.98.1 X 78 =31.052 SYSTEM SIZE I (KWAC) 24.96 LID240 f t MODULES 76 JJINKO SOLAR KM425N-54HL4-B MICROINVERTER 78 gBMAC-572 FENCE -M-US f� II 1 i 1 I Rev Description Date __-- D INITIAL DESIGN 3/7/2025 A UPDATED DESIGN 3/13/2025 ----��_ B UPDATED DESIGN 3/'17I2025 2031_711 I PROJECT# NA DATE DRAWN 3/1 712 02 5 PROPERTY LINE ROOF ACCESS POINT DRAWN BY E.R SITE PLAN SHEET# PV-2.0 N BAYV I EW R D EXT TITLE SCALE: 3/128" = 1'-0" SITE PLAN ARRAY AREA LEGEND pF NEW y ROOF TOTAL A_, SH ZA O ROOF #OF ARRAY ROOF AREA AREA C..) Qp N, �c ROOF y AZIMUTH AREA AREA uM UTILITY METER P TILT MODULES (Sq.Ft.) (Sq. Ft.) COVERED BY COVERED BY yt ARRAY(%) ARRAY(%) MSP MAIN SERVICE PANEL #1 30, 91, 52 1093.04 4590 23.81 F � 35.72 Ars AUTOMATIC TRANSFER n #2 17' 91, 26 546.52 4590 11.91 SWITCH 101084 Lc LOAD CENTER FO (N) 1 1/4" PVC UNDER AC DISCONNECT A� FE GROUND CONDUIT @ 18" BELOW GRADE 104' MODULE Exp.01/31/2028 (TRENCHED) ROOF OBSTRUCTIONS STAMPED 03 25 THESE DRAWINGS ARE SUBJECT TO TO COPYRIGHT TS 36"ACCESS PATHWAYS PROTECTION BY US LAW. REPRODUCTION IN ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT PRIOR WRITTEN APPROVAL FROM CURRENT 18"ACCESS PATHWAYS RENEWABLES ENGINEERING INC. RAIL RAFTER Current U^A ATTACHMENT Renewab#eSAC Engineering CURRENT RENEWABLES ENGINEERING INC. 3600 Lime Street,Bklg 2 Riversitle,CA 92501 Email Projects�crengsolar WebsBe Www'rang.- PHONE. 951-204-5492 CONTRACTOR INFO AC MSP V-6 92 ,� _ EZ SYSU ELEMENT ENERGY LLC. L 7470 SOUND AVENUE,MATTOUCK, NEW YORK 11952 PH:(631)7797993 s es@e2sys.c Li e'nce-ME-52689 (MASTER ELECTRICIAN) Licence-HI-67461 (SUFFOLK HOME IMPROVEMENT) = SARAH WOOD - 150 RED FAWN RD, z _ _ SOUTHOLD,NY 11971 - AHJ TOWN OF SOUTHOLD Q _ UTILITY PSEG LONG ISLAND LL _ PV SUMMARY SYSTEM SIZE STC 425 X 78 =33.150 w L.L _ SYSTEM SIZE PTC 398.1 X 78 =31.052 (KWAC) 24.96 @240 (N)78 JINKO SOLAR JKM425N-54HL4-R MODULES 78 11NKO SOLAR 1KM425N-54HL4-B MICROINVERTER 78 ENPHASE 108MC-72-M-US ROOF#2 Rev Description Date 0 INITIAL DESIGN 3/7/2025 ROOF#1 A UPDATED DESIGN 3/13/2025 B UPDATED DESIGN 3/17/2025 j✓'(�/]' PROJECT# NA DATE DRAWN 3/1 712 02 5 DRAWN BY E.R 2 ROOF L NSHEET# PV-2A TITLE 1/16" 1'-0" ROOF PLAN N BAYVI EW RD EXT TABLE 1 TABLE 2 ,`� pF NEW y Q FRAMING TYPE RAFTER ROOF ROOF ROOFING FRAMING FRAMING OC MAX PENETRATION MAX c'tQ PSH ZAIV 0 NO. TILT TYPE TYPE SIZE SPACING SPACING OVERHANG sz ATTACHMENT QUICKMOUNT QMLC ROOF 1 30' CEDAR SHAKE RAFTER 211X1211 16" 64" 24" r 4Q s3 RAIL IRONRIDGE XR-100 RAIL ROOF 2 17' CEDAR SHAKE RAFTER 2lr X12 16" 64" 24" F� 101084 A� FE IONP Exp.01/31/2028 STAMPED 03/17/2025 THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW. REPRODUCTION IN ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT PRIOR WRITTEN APPROVAL FROM CURRENT RENEWABLES ENGINEERING INC. Current Renewablec Engineering CURRENT RENEWABLES ENGINEERING INC. 3600 Lime StreeLBWg 2 R—rsde,CA 92501 Email Pro)ects(Mcreng solar Webs Be-.www.creng.ca PHONE. 951-204-5492 CONTRACTORINFO MODULE A ® IN S3 MODULE TABLE : PENETRATION C25YSug L FOOT GUIDE FOR INSTALL ELEMENT ENERGY LLC. S3 TWO OR MORE ROWS OF PANELS 747050NEW"VRK,11ENUE,52TTITUCK, S4 PH.(631)779 7993 L FOOT services@e2sys—m Licence-ME-52699 (N)FLASHING, 18^X 18^X.050 5052, MILL MASTER ELECTRICIAN) Licence-HI-67461 S4 I I I I I I I I I I I I I I I I I I I I (SUFFOLK HOME IMPROVEMENT) SA RAH WOOD s� ROOF s, ROOF 150 RED FAWN RD, l I I l I SOUTHOLD,NY 11971 (N)LAG SCREW,HEX HEAD,5/16^ (N)LAG SCREW,HEX HEAD, I I I I I I AI-IJ TOWN OF SO'THOLD xs^,188SS FRONT VIEW 5/16"x6", 188SS ENLARGE VIEW UTILITY PSEG LONG ISLAND STACKED STAGGERED FULLY STAGGERED PVSUMMARY 3"MIN- ONE ROW OF PANELS (KKVVDCE SIZE src 425 X 78 =33.150 6"MAX TC 398.1 X 78 =31.052 MODULE SYSTEM SIZE F �240 (4WAC) MODULES 78 JINKO SOLAR ROOF 1KM425N-541-114-B MICROINVERTER 78 ENPHASE IQ8MC-72-M-US I I I I I I I I I I I I I I l I I I I I l I l l TMIN- FULLY STAGGERED STACKED/STAGGERED 6"MAX ReV Descnpbon Date 0 INITIAL DESIGN 3f72025 A UPDATED DESIGN 3/13/2025 SEE ENLARGE VIEW B UPDATED DESIGN 3/172025 PROJECT# NA ATTACHMENT DETAIL DATE DRAWN 3/172025 DRAWN BY E.R SHEET# PV-3.0 TITLE STRUCTURAL FBACKFEED FU7SIZING �� OF NTIN33A @ 240V AELM X8AMPS 150A FUSES-OK METER NO- :-80635170 ACCOUNT NO:-9632414052 r— �c� 2 (E)UTILITY METER TO a874a8 t/ GRIDn (N)150A DEDICATED iSS1O�P BRANCH 1 OF 12 N 3 LOAD CENTER PV MODULE sealed 19mar2025 mike@h2dc.com (N)LINESIDETAP ALL H2DC PLLC NY CoA#.PB-082933 USTED INSULATED PIERCINGCONNECTORs ELECTRICAL ONLY (N)20A/2P (E)AUTOMATIC TRANSFER PRE CONSTRUCTION DRAWING SET SWITCH THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW. REPRODUCTION IN N 20A/2P ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT BRANCH 2 OF 11 ( ) 5 (N)FUSED — PRIOR WRITTEN APPROVAL FROM CURRENT PV MODULE Nja ——I 4 (N)AC DISCONNECT AC DISCONNECT RENEWABLES ENGINEERING INC. J (N)i50A FUSE(N)20A/2P ° BR MAINCurrent ---- —— 01�o- — — -----� BREAKE WITHIN 10'OF Pol Renewabies BRANCH 3 OF 11 1 (N)20A/2P ' i I PVMODULEN Engineering I C B TO ` B IENERATOR CURRENT RENEWABLES ENGINEERING INC. (N)20A/2P I 1 3600 Lime Street,Mg 2 Riverside CA 92501 A I I (N)1 1/4"PVC UNDER Email Projects(Mcreng.solar GROUND CONDUIT Websde www.—mgco 1 N 20A/2P I 18"BELOW GRADE PHONE. 951-204-5492 I ( ) 1o4'(TRENCHED) 2 CONTRACTOR INFO NOTE.24"OF MINIMUM COVER REQUIRED IN AREAS SUBJECT TO VEHICLE TRAFFIC BRANCH 4 OF 11 1 — PV MODULE N —— (E)200A/2P MAIN 1 BREAKER 1 (TOP FED) I CZSYS. I (E)200A RATED MAIN SERVICE PANEL ELECTRICAL EQUIPMENT LIST 1 PH,120/240V 60HZ I ELEMENT ENERGY LLC. BRANCH 5 OF 11 1 7470 SOUND AVENUE,MATMUCK, PV MODULE N —i NEW YORK 11952 S.NO. ITEMS DESCRIPTION QTY. 1 mm 1 PH:(631)779 7993 -J I 1 PV MODULE JINKOSOLAR 78 i i'� eer�es@e2zys.�°m I JKM425N-54HL4-B Licence-M Es2699 1 (MASTER ELECTRICIAN) A I 1 Licence-HI-67461 1 I 2 MICROINVERTER ENPHASE IQ8MC-72-M-US 78 i (SUFFOLK HOME IMPROVEMENT) 2 I MODULE JINKO SOLAR I 3 LOAD CENTER CENTDER SQUARE DEDICATED AD 1 1 1 MANUFACTURER , Q0120M150PR6 I SARAH WOOD BRANCH 6 OF 11 PV MODULE N 200A RATED DU324RB 150 RED FAWN RD, MODULE MODEL JKM425N-54HL4-B F --i 4 AC DISCONNECT SQUARE D KNIFEBLADE 1 L ______ SOUTHOLD, NY 11971 LOCKABLE NEMA 3R UL UFCTR�DE - MODULE(W) 425 I LISTED CONDUC ORNDING#6 BARE COPPER AHJ TOWN OF SouTHOLD RATED MODULE FTC W 398.1 I ( ) SQUARE D KNIFEBLADE BRANCH 7 OF 11 5 AC DISCONNECT 1 UTILITY PSEG LONG ISLAND MODULE Isc(A) 13.58 PV MODULE N LOCKABLE NEMA 3R UL LISTED I PV SUMMARY MODULE Voc(V) 38.95 NOTE: SYSTEM SIZE STC 425 x 78 =33.150 MODULE Imp(A) 13.13 NOTE: 1)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS PTc 39E X 78 =31.052 MODULE Vmp(V) 32.37 EGC AT ARRAY SHALL BE PROTECTED FROM PHYSICAL DAMAGE. AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. SYSTEM SIZE zass �z40 2)ALL CONDUCTORS NOT UNDER ARRAY ARE TO BE IN CONDUIT MINIMUM 7/8"ABOVE ROOF WITH JINKO @2 SOLAR PROPER JUNCTION BOX AT EACH END PER 690.31A MODULES 7B JKM425N-54HL4-B MICROINVERTER 7B ENPHASE WIRE CALCULATION IQ8MC-72-M-US STARTING STARTING TEMPERATURE ADJUSTMENT MAXIMUM CONDUCTOR CONDUCTOR CONDUIT ALLOWABLE TEMPERATURE CURRENT CORRECTION FACTOR FOR ADJUSTED CURRENT TAG DESCRIPTION APPLIED TO .1 MORE THAN 3 CONDUCTOR APPLIED TO QTY. SIZE (AWG) SIZE &TYPE AMPACITY RATING (°C) CONDUCTORS FACTOR CONDUCTORS AMPACITY CONDUCTORS Rev Description Date 310.15(B)(16) IN RACEWAY 3105(B)(2)(a) 310.15(B)(3)(a) IN RACEWAY D INITIAL DESIGN 3/7/2025 2 12 SKU: Q-12-RAW-300, THHN A UPDATED DESIGN 3/13/2025 A N/A FREE AIR 30 90° 15.96 0.96 1 28.80 19.95 B UPDATED DESIGN 3/1 7120 2 5 1 8 THWN-2 BARE COPPER-(GROUND) LDRAWN NA 3/17/2025 3 1 THWN COPPER-(L1,L2,N) ER B 11/4" PVC 145 90° 103.74 0.96 1 139.20 129.681 6 THWN COPPER-(GROUND) PV-00 3 1 THWN COPPER-(L1,L2,N) TITLE C 1 1/4" PVC 145 90° 103.74 0.96 1 139.20 129.68 1 6 THWN COPPER-(GROUND) ELECTRICAL 3LD fBACKFEED FUSE SIZING p WE- ONTINUOUS OUTPUT 1.33A @ 240V � L M 074 X 1.25 = 129.68AMPS 150A FUSES-OK METER NO- :-80635170 �G G ACCOUNT NO:-9632414052 �S fn A 1 2 (E)UTILITY METER TO UTIJTY / °,n O's (N)150A DEDICATED BRANCH 1 OF 12 LOAD CENTER PV MODULE N 3 sealed 19mar2025 mike@h2dc.com (N)UNFSIDFTAP VIA ILL H2DC PLLC NY CoA# PB-082933 USTED INSULATED PIERCING CONNECTORS ELECTRICAL ONLY (N)20A/2P (E)AUTOMATIC TRANSFER PRE CONSTRUCTION DRAWING SET SWITCH THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW. REPRODUCTION IN FORM IS EXPRESSLY FON BRANCH 2 OF 11 1(N)20Al2P 5 (N)FUSED __ -- NY\ APRIOR WRITTEN APPROVAL F RIOMECUR ENT WITHOUT PV MODULE N AC DISCONNECT RENEWABLES ENGINEERING INC. I� 4 (N)AC DISCONNECT (N)150A FUSE (N)20A/2P � �o `BRA Curren. WITHIN 10'OF POI— ) BRANCH 3 OF 11 (N)20A/2P PV MODULE N - Engineering C B TO(E) + - B ENERATOR (N)P0A/2p 0 CURRENT RENEWABLES ENGINEERING INC. N 1 1/4"PVC UNDER 3600 Lime Street,Bldg 2 Riverside,CA 92501 (� (N) Email ProjectsCereng-solar V 11 GROUND CONDUIT@ Website w .creng.co —' 18"BELOW GRADE PHONE. 951-204-5492 2 (N)20A/2P 104'(TRENCHED) CONTRACTORINFO NOTE.24"OF MINIMUM COVER REQUIRED IN AREAS SUBJECT TO VEHICLE TRAFFIC BRANCH 4 OF 11 PV MODULE N ExIsnNGVMRE _ (E)2DOA/2P MAIN BREAKER (TOP FED) a 93 (E)21x1A RATED C 2 SYS V MAIN SERVICE PANEL ELECTRICAL EQUIPMENT LIST 1 PH,120/240V 60HZ ELEMENTENERGY LLC. BRANCH 5 OF 11 7470 SOUND AVENUE,MATTITUCK, PV MODULE N NEWYORK.11952 S.NO. ITEMS DESCRIPTION CITY. � PH:(631)779 7993 1 PV MODULE JINKO SOLAR 78 serwi_@e2eYec°m A JKM425N-54HL4-B A .�//7TT1���: Licence-ME-52689 2 MICROINVERTER ENPHASE IQ8MC-72-M-US 7g ` (MAS ER ELECTRICIAN) 1 (SUFFOLK HOME IMPROVEMENT) 2 150A DEDICATED LOAD MODULE 3 LOAD CENTER CENTER SQUARE D 1 SARAH WOOD MANUFACTURER JINKO SOLAR BRANCH 6OF11 Q0120M150PRB PV MODULE N 200A RATED DU324RB 150 RED FAWN RD, MODULE MODEL JKM425N-54HL4-B 4 AC DISCONNECT SQUARE D KNIFEBLADE 1 SOUTHOLD, NY 11971 LOCKABLE NEMA 3R UL LISTED (E)GROUNDING ELECTRODE AHJ TOWN OF SOUTHOLD MODULE(W) 425 200A RATED CD224NRB CONDUCTOR 06 BARE COPPER MODULE PTC(W) 398.1 BRANCH 7 OF 11 5 AC DISCONNECT SQUARE D KNIFEBLADE 1 UTIDTY PSEG LONG ISLAND PV MODULE u LOCKABLE NEMA 3R UL MODULE Isc(A) 13.58 ILISTED I I PV SUMMARY SYSTEM SIZE MODULE Voc(V) 38.95 NOTE: (KWDC STC 425 X 78 =33.150 MODULE Imp(A) 13.13 NOTE: 1)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS PTC 398.1 x 78 =31.052 EGC AT ARRAY SHALL BE PROTECTED FROM PHYSICAL DAMAGE. AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. SYSTEM SIZE 2496 @240 MODULE Vmp(V) 32.37 2)ALL CONDUCTORS NOT UNDER ARRAY ARE TO BE IN CONDUIT MINIMUM 7/8"ABOVE ROOF WITH (KWAC) MODULES 78 JINKO SOLAR PROPER JUNCTION BOX AT EACH END PER 690.31A KM425N-54HL4-B MICROINVERTER 78 ENPHASE WIRE CALCULATION Q81VC-72-M-Us STARTING STARTING TEMPERATURE ADJUSTMENT MAXIMUM CONDUCTOR CONDUCTOR CONDUIT ALLOWABLE TEMPERATURE CURRENT CORRECTION FACTOR FOR ADJUSTED CURRENT TAG DESCRIPTION APPLIED TO MORE THAN 3 CONDUCTOR APPLIED TO QTY. SIZE (AWG) SIZE&TYPE AMPACITY RATING (°C) CONDUCTORS FACTOR CONDUCTORS AMPACITY CONDUCTORS 310.15(B)(16) IN RACEWAY 310.15(B)(2)(a) 310.15(B)(3)(a) IN RACEWAY Rev Desc pion Date 0 INITIAL DESIGN 3/7/2025 2 12 SKU: Q-12-RAW-300, THHN A UPDATED DESIGN 3/13/2025 A N/A FREE AIR 30 90° 15.96 0.96 1 28.80 19.95 B UPDATED DESIGN 3/17/2025 1 g THWN-2 BARE COPPER-(GROUND) PROJECT# I NA 3/ 3 1 THWN COPPER-(L1,L2,N) DATE DRAWN 17/2025 B 11/4" 145 90 103.74 0.96 1 139.20 129.68 DRAWN BY ER 1 6 THWN COPPER-(GROUND) SHEET# 3 1 THWN COPPER-(L1,L2,N) TITLE C 1 1/4" PVC 145 90° 103.74 0.96 1 139.20 129.68 1 6 THWN COPPER-(GROUND) ELECTRICAL SLD EXISTING SERVICE PANEL PHOTOS �PrtiOF Nc y >E v�EL r j ` F * �8748a O�SS10%,P�' sealed 19mar2025 mike@h2dc.com H2DC PLLC NY CoA#:PB-082933 ELECTRICAL ONLY PRE CONSTRUCTION DRAWING SET ` -- THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW.REPRODUCTION IN -.. ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT PRIOR WRITTEN APPROVAL FROM CURRENT RENEWABLES ENGINEERING INC. Current Renewables L�+ Engineering CURRENT RENEWABLES ENGINEERING INC. ��C+�WSW�' -- 3600 Lime Str .Bldg 2 Riverside,CA WWI :p Email:Projectsoaenp.solar t WebaKe:vrww.aenp.co 951 201-5492 CONTRACTOR INFO mum f EZSYS r ELEMENT ENERGY LLC. 7470 SOUND AVENUE,MATTRUCK. NEW YORK.11952 • wl PH:(631)779 7993 ! 9 services9e2sys.com Licence-ME-52699 { ' (MASTER ELECTRICIAN) Licence-HI-67461 (SUFFOLK HOME IMPROVEMENT) Is v+ # SARAH WOOD ", .. . 150 RED FAWN RD, SOUTHOLD, NY 11971 t AHJ TOWN OF SOUTHOLD UTILITY PSEG LONG ISLAND PV SUMMARY SYSTEM SIZE(KWDC) STC 425 X 78 =33.150 PTC 396.1 X 78 =31.052 SYSTEM SIZE 24.96 C240 (KWAC) MODULES 78 11 NKO SOLAR JKM425N-54HL4-B MICROINVERTER 78 ENPHASE IOSMC-72-M-US a Rev Description Date 4 0 INITIAL DESIGN 3l72025 A UPDATED DESIGN 3/132025 s B UPDATED DESIGN 3117=5 PROJECT# NA DATE DRAWN 3/172025 DRAWN BY E.R SHEET# PV42 TITLE ELECTRICAL PHOTOS MATERIAL LIST ELECTRICAL EQUIPMENTS Qn• PART TYPE PART NUMBER DESCRIPTION 78 MODULE JKM425N-54HL4—B JINKO SOLAR JKM425N-54HL4—B 78 MICROINVERTER IQ81VIC-72—M—US ENPHASE IQ8MC-72—M—US 1 AC DISCONNECT CD224NRB 200A RATED 240VAC NEMA 3R UL LISTED 1 LOAD CENTER Q0120M150PRB SQUARE D, QO, 1 PHASE, 20SPACES, 30 CIRCUITS, 150A RATED 2 TAP CONNECTORS IPC TAP IPC INSULATION PIERCING CONNECTORS THESEDCTIORAWINBy US LAW.ARE JEPRODUCTIONCT TO IN PROTECTK)N By US LAW. REPRODUCTION IN ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT 1 AC DISCONNECT DU324RB 200A RATED 240VAC NEMA 3R UL LISTED PRIORENEWABLES WRITTEN EN IALFRIN CURRENT RENEWABLES ENGINEERING INC. Current Renewables Engineering CURRENT RENEWABLES ENGINEERING INC. 3600 Lime Street,Bldg 2 Riverside,CA 92501 Email Pm)ects(pcmng.solar Websfte vnrw.creng co PHONE: 951-204-5492 CONTRACTOR INFO ,a0n BREAKER/ FUSES Cz SYS. Qn• PART TYPE PART NUMBER DESCRIPTION ELEMENT ENERGY LLC. 7470 SOUND AVENUE.MATTE UCK. 2 FUSES 150A FUSES GENERAL 150A FUSES H(63D 711952 PH:(63i)719 7993 7 LOAD CENTER BREAKER 20A 2—POLE BREAKER(S) GENERAL 20A 2—POLE BREAKER(S) Ce5@ME-52689 Licence-a sy,.c99 (MASTER ELECTRICIAN) Licence-HI-67461 (SUFFOLK HOME IMPROVEMENT) SARAH WOOD 150 RED FAWN RD, SOUTHOLD,NY 11971 RACKING AHJ TOWN OF SOUTHOLD QTy• PART TYPE PART NUMBER DESCRIPTION UTILITY PSEGLONGISLAND 76 RAILS & SPLICES XR-100-168B XR-100, 168" (14') BLACK PV SUMMARY SYSTEM SIZE (KWDC) STC 425 X 78 =33.150 58 RAILS & SPLICES XR100—BOSS-01—M1 BONDED SPLICE, XR100 PTC 398.1 1X 76 =31.052 SYSTEM SIZE 24,96 �40 138 CLAMPS & GROUNDING UFO—CL-01—B1 UNIVERSAL MODULE CLAMP, BLACK (K AG' MODULES 78 JINKO SOLAR END FASTENING OBJECT END CLAMP, 30-40MM , BLACK JKM425N 54HL4-B 36 CLAMPS & GROUNDING UFO-END-0I—B1 ( ) MICROINVERTER 78 FNPHASE IQ8MC-72-M-US 9 CLAMPS & GROUNDING XR—LUG-03—Al GROUNDING LUG, LOW PROFILE 173 ATTACHMENTS QMLC QUICKMOUNT QMLC 173 ATTACHMENTS BHW—SQ-03—Al SQUARE BOLT, BONDING HARDWARE Rev Desc ptwn Date 0 INITIAL DESIGN 3!7/2025 A UPDATED DESIGN 3/13/2025 B UPDATED DESIGN 3/17/2025 PROJECT# NA DATE DRAWN 311712025 DRAWN BY ER SHEET# PV-5.0 TITLE BOM CAUTION �`�° \PHOTOVOLTAIC S��p.E� Mac��P • • • MULTIPLE SOURCE OF POWER EQUIPPED WITH RAPID SHUTDOWI`i PV ARRAY -SS;O� sealed 19mar2025 mike@h2dc.com H2DC PLLC NY CoA#.PB-082933 I ELECTRICAL ONLY L — PRE CONSTRUCTION DRAWING SET TURN RAPID PV SYSTEM AC DISCONNECT THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW. REPRODUCTION IN N WITHOUT SHUTDOWN SWITCH TO RATED AC OUTPUT CURRENT ■ ANYIOR RIT7EN IS APPROESSLYVAL AL FROM CURRENT PRIOR WRITTEN APPROVAL FROM CURRENT THE "OFF" POSITION TO AC - AC NOR OPERATING VOLTAGE VOLTS240 RENEWABLES ENGINEERING INC. SHUT DOWN PV SYSTEM 690.14,690.15,690.54 Current AND REDUCE SHOCK MAIN SERVICE PANEL Renewabtes HAZARD IN THE ARRAY 'DUAL POWER • ■ SOURCES ■ AC DISCONNECT A LOAD CENTER Engineering ( )( )( ) 690.56 C 1 B CURRENT RENEWABLES ENGINEERING INC. • ' SOURCE ■ PHOTO— • • VOLTAIC � 3600 Lime Streel,Bldg 2 Riverside,CA 92501 AUTOMATIC TRANSFER Email ' ojectsgcreng.solar co ,,WARNING ■ ' • ■ ■ ■ . ■ SWITCH PHONE Website 951)--204n5492 AC NORMAL OPERATING ViVOLTSCONTRACTOR INFO ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS \ TERMINALS ON BOTH LINE S LOAD SIDES � Y MAY BE ENERGIZED IN OPEN POSITION 690.54 DO NOT DISCONNECT FUSES UNDER LOAD Ila 1N IN THE DC CONDUCTORS OF THIS OPTIONAL SOLAR LOAD CENTER PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED _2 S ■V S PHOTOVOLTAIC SYSTEM ^ ^ ARRAY DC DISCONNECT i i i Y ELEMENT ENERGY LLC. 7470 SOUND AVENUE,MATTITUCK, AUTHORIZED PERSONNEL ONLY NEW YORK,11952 PH:(631)779 7993 servces 2 Note WARNING labels must resemble format FUSED AC DISCONNECT i@esys.com In example above With ovef-st7ed WARNING, Licence-ME MASTER TRICIA N exdamaborl poet in"Ingle..cobrs.etc. p /B Licence-ELE HI-67461CTRICIA O---UTILITYMETER RED FAWN RD [SUFFOLK HOME IMPROVEMENT) voWARNING" - — I PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL SARAH WOOD INVERTER OUTPUT CONNECTIONPANEL IS AC DISCONNECT PER NYSEC690.17 150 RED FAWN RD, • • RELOCATE SOUTHOLD, NY 11971 • ■ ■ ■ DEVICEENT NEC 690.31(G)(3)&(4),CRC R324.7 AHJ TOWN OF SOUTHOLD • NING (UNLESS BUSBAR IS FULLY RATED) L — UTILITY PSEG LONG ISLAND 705.12(D)(2) PHOTOVOLTAIC POWER SOURCE PV SUMMARY SYSTEM SIZE STC 425 X =78 33.150 EVERY 10'ON CONDUITAND ENCLOSURES (�) PTC 398.1 X 78 =31.052 SYSTEM SIZE 24 95 @240 (KWAC) MODULES 78 11NKO SOLAR JKM425N-54HL4-B NOTES APPENDIX (AS APPLICABLE FOR TO BE BUILT DRAWING SETS): (A)TOTAL AC VOLTAGE DROP NOT TO EXCEED 2%TO INTERCONNECTION,<3% MICROINVERTER 78 ENPHASE FROM INVERTER(S)TO UTILITY TRANSFORMER.(B)ALL CONNECTORS 75C RATED. (C)ALL CONDUCTORS COPPER, UNLESS OTHERWISE NOTED. (D) ICt8MC-72-M-US OUTDOOR EQUIPMENT NEMA3R. (E)ALL CONDUCTORS MUST BE PROTECTED FROM ACCESS BY A FENCE OR SUITABLE COVER,OR OUT OF REACH. (F) NOTES: PROPERTY LINES, BOUNDARIES AND ALL OTHER EXTERIOR MEASUREMENTS ARE FOR REFERENCE ONLY, AND MUST BE VERIFIED BY A LICENSED SURVEYOR OR CIVIL ENGINEER. (G) NO PVC ALLOWED ON ROOF OR IN ATTIC. (H)MC4 CONNECTORS MAY NOT BE JOINED WITH 'MC4 COMPATIBLE' CONNECTORS. (1)TAP CONNECTIONS IN PANEL MUST NOT VIOLATE CONDITIONS OF ACCEPTABILITY FROM PANEL MANUFACTURER'S NRTL LISTING, OR 1. NYSEC ARTICLES 690 AND 705 AND NYSEC SECTION R324 FIELD LABEL REQUIRED. (J)PV WIRES MAY NOT BE LAID DIRECTLY ON ROOF. (K)TY WRAPS FOR WIRE MANAGEMENT MUST BE STRUCTURAL(S21) UL MARKINGS SHOWN HEREON. APPROVED,OR EQUAL. (L)DRAWINGS ARE DIAGRAMMATIC AND INDICATE GE-NERAL ARRANGEMENT OF SYSTEMS AND WORK.-CONDUIT ROUTING, 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: ReY Description Date WHEN INDICATED,DOES NOT SHOW ALL OFFSETS,DROPS,AND RISES OF RUNS. (M) BURIED CONDUITS UNDER AREAS SUBJECT TO VEHICLE TRAFFIC REQUIRE MIN 24"COVER. (N)NM-B OR PAPER INSULATED CONDUCTORS MAY NOT BE USED EXTERIOR. (0)THE DEVELOPER IS REQUIRED TO A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR 0 INITIAL DESIGN 3n12025 CONFIRM EXISTING ELECTRICAL SERVICE SIZE FROM THE UTILITY,AND MAY NOT RELY S-OLELY ON EXISTING BREAKER SIZES. (P)CONNECTING TO MACHINE PRINTED LETTERS OR ELECTRO-PLATING. A UPDATED DESIGN 3/13/2025 UTILITY EQUIPMENT REQUIRES PRIOR UTILITY CONSENT. (Q)WHEN BUILDING PV SYSTEMS WITH POWER LINE COMMUNICATIONS FOR RSD SOLUTIONS, B. RED BACKGROUND COLOR WHITE TEXT AND LINE B UPDATED DESIGN 3117r2025 FOLLOWING MANUFACTURERS INSTRUCTIONS ON CONDUCTOR AND CONDUIT SPACING IS PARAMOUNT,OR HAZARD MAY RESULT.(R)NOTIFY WORK. PROJECT# NA ELECTRICAL ENGINEER WHO'S SEAL IS ON THIS DRAWING PRIOR TO ANY AND ALL CHANGES IN DESIGN. (S) PROJECT RELATEDDATE DRAWN 31712oz5 SIGNAL/COMMUNICATION CONDUCTORS MAY ONLY BE RUN IN THE SAME CONDUIT WITH POWER CONDUCTORS IF THEIR RATING FOR THE OUTER C. AERIAL FONT. MOST JACKET IS EQUAL TO OR GREATER THAN THE INSULATION REQUIRED FOR THE HIGHEST VOLTAGE POWER CONDUCTOR CIRCUIT THAT THEY ARE 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN DRAWN BY E.R SHARING THE RESPECTIVE CONDUIT WITH. THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE SHEET# PV-6.0 HAND-WRITTEN. TITLE 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH SIGNAGE POP-RIVETS OR SCREWS. ENGINEERING DRAWINGS MECHANICAL CHARACTERISTICS Front Sce Back. EAGLE _�_m;44 5, No.of Half Cells 108 12 x 541 _----._ 14Z.6e'I M 0 D U L E S - I Dimensions 1722-1134.35mm 167.79.44.65.1.38 inch) Weignt 22.Okg 148.Sits) THE MOST Front Glass 3.2mm,Anti-Reflection Coating e High Transmission,Low Iron,Tempered Glass ARE _ Frame A"O,zed Aluminum AlloyTHESE DRAWINGSNBY US LAW.SUBJECTPRODUCTION I HT DEPENDABLE PROTECTION BY US LAW. REPRODUCTION T - _ - - ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT Junction Box IP68 Rated PRIOR WRITTEN APPROVAL FROM CURRENT Output Cables 12 AWG,1400mm(55.12in)or Customized Length RENEWABLES ENGINEERING INC. SOLAR PRODUCT _, ,_ - _ _ - Connector Staubti MC4 -- "- _ Fire Type Type) Current Pressure Rating 54001oa(SnOW18240OPalWind) genewables _ ___ __ 0`�n Engineering EAGLE 54HM G6 TEMPERATURE CHARACTERISTICS CURRENTRENEWABLESENde,CA9INGINC. 3600 Lime Street,Bldg 2 Rrvers�e,CA 92501 420-440 WATT • N-TYPE TOPCON i Temperature Coefficients of Pmax -0.29%/°C Email ite%rawciengcolar 'T-+�• Length:t 2mm i Websrte wwr.creng.co •• PHONE. 951-204-5492 Positive power tolerance of 0-+3% it Width:t2mm i Temperature CoefficientsotVoc 0.25%/°C Height t imm Tem eratu-e Coefficients of Isc 0.045%/'C P CONTRACTOR INFO Row Pitch:t 2mm Nominal Operating Celt Temperature(NOCT) 45t2°C e a+ • NYSE-listed since 2010,Bloomberg Tier 1 manufacturer IM13M -- -- - _- - - - r- • Top performance in the strictest 3"party tabs ELECTRICAL PERFORMANCE&TEMPERATURE DEPENDENCE MAXIMUM RATINGS CZSYSgu • Automated manufacturing utilizing artificial intelligence Current-Voltage&Power-Voltage Temperature Dependence 9 9 P Operating Temperature;'CI -40°C-+85°C Curves I460W l Of Is[,YOC,Pma% ELEMENT ENERGY LLC. • Vertically integrated,tight controls on quality m Maximum System Voltage 1000VDC 7470 SOUND AVENUE,MATml1CK, NEW YORKC 11952 • Premium solar factories in USA.Vietnam,and Malaysia Maximum Series Fuse Rating z5A PH:(631)7797993 w � services@e2sys.com _---_-___+ _ Licence-ME-52689 (MASTER ELECTRICIAN) 61 KEY FEATURES PACKAGING CONFIGURATION LK HOME IMPROVEMENT) (SUFFOLK HOME IMPROVEMENT) S Superior Aesthetics ,� -_ [Twopallets 31pcs/pallets.62pcs/sack.806pcsl40 HO Container=Onestack) SARAH WOOD Black backs-feel and black frame create ideal look for • ------------ -° , residential applications. • s 4 : 150 RED FAWN RD, N Type Technology Voltage IV] __ _ O m SOUTHOLD, NY 11971 NtypeceUS with Jinko's in-house TOPCon technology Cell Temperature I'Ci WARRANTY AHJ TOWN OFSOUTHOLD ;-fers better performance and improved reliability- 25-year product and 30-year linear power warranty GThick and Tough 1'year degradation not to exceed 1% each subsequent year not to UTILITY PSEG LONG ISLAND exceed 0.4%,minimum power at year 30 Is 87-4%or greater.Fire Type 1 rated module engrneered with a thick frame. Pv suMMARv 3.2mm front side glass,and thick backsheet for added durability. SYSTEM SIZE STC 425 X 78 =33.150 (i<woc) ® shade Tolerant ELECTRICAL CHARACTERISTICS PTc 398, X 78 =31 052 Twin array design allows continued performance Module T SYSTEM SIZE even w-th shading by trees or debris- Type JKM420N-54HL4-B JKM425N-54HL4-B JKM430N-54HL4-B JKM435N-54HL4-B JKM440N-54HL4-B (KWAC) 24.96 @240 STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT MODULES 78 1INKO LAR JKM425NM425N-54HL4-B Protected Against All Environments Maximum Pcwe•(Pmax! 420Wp 316Wp 425Wp 320Wp 43OWp 323Wp 435Wp 327Wp 440Wp 331Wp MICROINVERTER 78 ENPHASE IQ8MC-72-M-US 0yCertl`led 0 withstand humidity,heat,rain,marine environments, Maximum Power Voltage IVmpl 32.16V 29.95V 32.37V 30.19V 32.58V 30.30V 32.78V 30.50V 32.99V 30.73V Wind,hailstorms,and packed snow. Maximum Power Current Ilmpl 13 06A 10 55A 13.13A 10.60A 13.20A 10.66A 13.27A 10.72A 13.34A 10.77A ® Warranty Open-circuit VoltagelVocl 38.74V 36.80V 38.95V 37.00V 39.16V 37.20V 39.36V 37.39V 39.57V 37.59V Lo-year product and 30-year linear power warranty. short-circuit Current(lScl 13.51A 10.91A 13.58A 10.96A 13.65A 11.02A 13.72A 11 08A 13.80A 11.14A Module Efficiency STCI%) 21,51% 21.76% 22,02% 22.28% 22.53% _ -_-.-_-_--.___.__.._._ ___._ __ _._.. _ _._.._.. -__._ _ - Rev Description Date `STC: -* Irradiance 1000W/m2 Ceti Temperature 250C (fS� AM=1.5 0 INITIAL DESIGN 3n12025 O ® NOCT::� Irradiance 800W/m' Ambient Temperature 200C � AM=1.5 Wind Speed 1 m/s A UPDATED DESIGN 313no2s • 1S0140012015Emironn,ental Standares Health B Safety Standards CE C L us B UPDATED DESIGN 3/172025 -^^F-• 'Power measurement to.erance.t390 • EC61215 IEC61730 certified products UL61730 certified products LISTED - --- PROJECT# NA The company reserves the final r,.7n:for explanation onany or the-formation presented hereby JKM420-440N-54HL4-B-Fi-US _�., - DATE DRAWN 3117r2O25 BUILDING YOUR TRUST IN SOLAR. WWW.JINKOSOLAR.US .JInKO BUILDING YOUR TRUST IN SOLAR.WWW.JINKOSOLAR.US .Jinl<O DRAWN BY E.R SHEET# PV-7.0 TITLE MODULE SPEC ENPHASE emm IQ8MC Microinverter INPUT DATA(DC) UNITS 1061AC-72-101-1.15 Commonly used module pail ings w 260-460 wModule compatibility To meet compatibility,PV modules must be within the following max.input DC voltage and max.module Ix Module compatibility can be checked at hops//enphase,com/installers/mieroinvwers/calcu-ator. MPPT voltage range v 25-45 Operating range v 18-58 THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW.REPRODUCTION IN Min./Max.start voltage v 22/58 ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT PRIOR WRITTEN APPROVAL FROM CURRENT Max.input DC voltage v 60 RENEWABLES ENGINEERING INC. Max.continuous operating DC current A 14 Max.input DC short-circuit current A 25 Current Max.module Iµ A 20 Renewable s Overvoltage class DC port II Engineering DC port backfeed current mA D PV array configuration Ungrounded array:no additional DC side protection required:AC side protection requires max 20 A per branch circuit CURRENT RENEWABLES ENGINEERING INC. 3600 Lime Street,Bldg 2 Riverside,CA 92501 Email Pmjects®creng.solar Webstle www.creng.co Peak output power VA 330 315 PHONE. 951-204-5492 Max.continuous output power VA 320 310 CONTRACTOR INFO Nominal grid voltage(L-U v 240,split-pha—(L-L).180• 208.single-phase(L-U.120' Q8MCMieroinverter Easy to install Min./Max.grid voltage, v 211-264 183-229 Our newest 108 Series Microinverters are the industry's first microgrid-forming',software- Lightweight and compact with plug- Max.continuous output current A 1.33 1.49 connectors defined microinverters with split-phase power conversion capability to convert DC power to and-playNominal frequency H: so _ r AC power efficiently.The brain of the semiconductor-based microinverter is our proprietary Power line communication(PLC) Extended frequency range H: 47-68 2 S YS application-specific integrated circuit(ASIC),which enables the microinverter to operate in between components grid-tied or off-grid modes.This chip is built in advanced 55-nm technology with high-speed AC short circuit fault current over three ELEMENT ENERGY LLC. digital logic and has superfast response times to changing loads and rid events,alleviate Faster installation with simple two-wire cycles A, 2.70 7470 SOUND AVENUE,MATITUCK, g og p p . g g cabling NEW YORK 11952 constraints)n battery sizing for home energy systems. Max.units per 20 A(L-U branch circuit 12 10 PM:(639 779 7993 ces@e2sys.w High productivity and reliability Total harmonic distortion Li ence-ME-52689 • Produces power even when the grid is s5 (Mas gMe LE-6 1.11 down* Overvoltage class AC port KI (SUFFOLK HOME IMPROVEMENT) More than one million cumulative hours AC port backfeed current mA Is of testing Power factor setting 1.0 SARAH WOOD Part of the Enphase Energy System, IQ8 Series Microinverters redefine Class II double-insulated enclosure nP 9Y Y Grid-tied power factor(adjustable) 085 leading...0.85lagging 150 RED FAWN RD, IQB Series Microinverters integrate with reliability standards with more than one • Optimized for the latest high-powered the IQ Battery,IQ Gateway,and the million cumulative hours of power-on PV modules Peak efficiency 97.4 97.2 SOUTHO LD, NY 11971 Enphase App monitoring and analysis testing,enabling an industry-leading CEc weighted efficiency 97.0 965 software. limited warranty of up to 25 years. AHJ TOWN OF SOUTHOLD Microgrid-forming Nighttime power consumption mw 33 25 Complies with the latest advanced gridUECH_NiCAL . support UTILITY PSEG LONG ISLAND Ambient temperature range -40'C to 85'C(-40°F to 149'F) • Remote automatic updates for the PV SUMMARY latest grid requirements Relative humidity range 4%to 100%(condensing) SYSTEM SIZE Configurable to support a wide range DC connector type Staubli MC4 (KWDC) STC 425 X 78 =33.150 of grid profiles Dimensions(H•W•D):Weight 212 mm(8.3")•175 min(6.91•30.2 mm(121:1.1 kg(2.43 lbs) PTC 398.1 IX 78 =31.052 Connect PV modules quickly and easily IQ8 Series Microinverters are UL Listed SYSTEM SIZE Meets CA Rule 21(UL 1741-SA)and IEEE Cooling Natural convection-no fans (KWAC) 24.96 @240 to the IOB Series Microinverters that have as PV rapid shutdown equipment and n9 integrated MC4 connectors. conforms with various regulations when 1547:2018(UL 1741-SE) 11NKO SOLAR Approved for wet locations:Pollution degree Yes;PD3 MODULES 78 1KM425N-54HL4-B installed according to the manufacturer's instructions. Enclosure Class 11 double-Insulated.corrosion-resistant polymeric enclosure MICROINVERTER 78 ENPHASE MOTE: IQ81VC-72-M-US • 108 Microinverters cannot be mixed together with Environ.category;UV exposure rating NEMA Type 6:outdoor previous generations of Enphase microlnverters (107 series,106 Series.etc.)in the sine system *Meets UL 1741 only when Installed with 10 System Controller 2 and 3. 10 Gateway is required to change the default grid CA Rule 21(UL 1741-SA),UL 62109-1,IEEE 1547:2018(UL 1741-SB),FCC Part 15 Class B,ICES-0003 Class B,CAN/CSA-C22.2 NO.107.1-01 profile at the time of installation to meat the local Certifications This product is UL Listed as PV rapid shutdown equipment and conforms with NEC 2014.NEC 2017.NEC 2020.and NEC 2023 section 690.12 and Authority Haying Jurisdiction(AHJ)requirements. C22.1-2018 Rule 64-218 rapid shutdown of PV systems for AC and DC conductors when installed according to the manufacturer's Instructions. O 2023 Enphase Energy.All rights reserved.Enrahase,the a and CC logos IQ and certain other marks listed at (U No erdonced DC/AC ratio. ,ftps://enp� .cam/trademark-usage-guidelines are trademarks ofEryhase Energy.hre.in the Us and other countrrs. (3)Nimitsr y—y,Pefw toanbeextendedbeyood nominal in required bYtheutility. Rev Descripbon Date data subject to ehar>pe. IGBMC-MC4-DSH-00049-3.PEN-US-2023-10-IB (3)Limits may vary,prier to local requiremerns to define the number on mi_ranverters per branch in your area. gaMC-MC4-DSH-00049-3.0-EN-US-2023-10-ta 0 INITIAL DESIGN 3f7t2025 A UPDATED DESIGN 3/13/2025 B UPDATED DESIGN 3/17/2025 PROJECT# NA DATE DRAWN 311 712 02 5 DRAWN BY E.R SHEET# PV-7.1 TITLE MICROINVERTER SPEC Product data sheet Q0120M 150PRB Characteristics QO LoadCenter, PON, main breaker, 150 A, 1 PH, 20 SP, NEMA3R Product availability: Stock-Normally stocked in distribution facility Main THESE DRAWINGS ARE SUBJECT TO COPYRIGHT --- --- - -- PROTECTION BY US LAW. REPRODUCTION IN Product Load Center ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT -- PRIOR WRITTEN APPROVAL FROM CURRENT Marketing Trade Name QQ RENEWABLES ENGINEERING INC. Current _ Engineering CURRENT RENEWABLES ENGINEERING INC. 3600 Lime Street,BWg 2 Rivemide,CA 92501 Email:PmjectsCereng.solar Websrte —.aeng.w PHONE. 951-2D"92 CONTRACTORINFO Complementary Load Center Type Main breaker Line Rated Current _ — 150 A Number of spaces 20 - - - - - _ q CZSYS! Short Circuit Current Rating 22 kA Maximum Number of Single Pole Circuits 20 i Q y 7470 SOUNDENT E AVENUE, LLTTtTUCK Maximum Number of Tandem Breakers 10 NEW YORK.n952 s 5 PH( 7993 Number of Phases 1 phase �`m'L es@ers9s.com X. serri� ` a-ce-ME-52689 Box number SIR v=£ (MASTER ELECTRICIAN) Licence-HI-67461 Height 661.42 mm(26.04 in) ;c (SUFFOLK HOME IMPROVEMENT) Width 374.65 mm(14.75 in) s E Depth 114.81 mm(4.52 in) - --- --- - - -- - ors SARAH WOOD omoo 150 RED FAWN RD, Environment d€ SOUTHOLD, NY 11971 Environment Enclosure Rating NEMA 3R o g- ---- AHJ TOWN OF SOUTHOLD Ambient air temperature for operation 23-F(-5-C) 104 eF(40-C) 6 m PSEG LONG ISLAND § Ordering and shipping details ==m° PV SUMMARY SYSTEM SIZE STC 425 X 78 =33.150 Category 10002-QO PON 1 PH LC,12�0 CKT,N3R m„t (Kwoc) --.. __---_.-- _._--- ----_---_ — PTC 398.1 X 78 31.052 DI$CGUnt Schedule DE3A 1° EE m SYSTEM SIZE 2496 �40 GTIN 0078590IW7373 g a (ICWAC) INKOSOR Package weight(Lbs) 0.45 kg(1 Ib(US)) 2.2 A f MODULES 78 1 M4425NL54HL4-B --c o Retumablllty Yes 0 g$g MICROINVERTER : 78 ENPHASE IQ8MC-72-M-US °ao 10� E°: APE- 8"t" 6ek 0 m 5 Rev Description Date rFo1 t 2 m 2 0 INITIAL DESIGN 3/72025 E- g° A UPDATED DESIGN 3/132025 B UPDATED DESIGN 3/172025 PROJECT# NA E E o m DATE DRAWN 3/17/2025 � d DRAWN BY ER Oct ,2019 ~~ SHEET# PV-72 5<rr�, ec• 1 TITLE LOAD CENTER SPEC A& IRONRIDGE XR Rail° Family XR Rail`s' Family The XR RaifR'Family offers the strength of a curved rail in three targeted sizes. Each size supports specific Solar Is Not Always Sunny design loads, while minimizing material costs. Depending on your location, there is an XR Rail'J to match. Over their lifetime, solar panels experience countless THESE DRAWINGS ARE SUBJECT TO COPYRIGHT PROTECTION BY US LAW. REPRODUCTION IN extreme weather events. Not just the worst storms in years, db �..•,.�,r ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT but the worst storms in 40 years. High winds capable of — '` PRIOR WRITTEN APPROVAL FROM CURRENT RENEWABLES ENGINEERING INC. ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. Current XR Rails are the structural backbone '.YableS preventing these results. The resist uplift, XR10 XR100 XR1000 ne P 9 v P - Erg+ ering protect against buckling and safely XR10 is a sleek,low-profile mounting XR100 is a residential and commercial XR1000 is a heavyweight among and efficiently transfer loads into the rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle CURRENT RENEWABLES ENGINEERING INC. no snow.It achieves spans u to 6 feet, wind and snow conditions,while also extreme climates and spans u to 12 3600 Lime Street,)ectIdg li Riversde, r 92501 building structure.Their superior a p p p Email:Projects�crengsolar while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications. Websne www.creng.w spanning capability requires fewer " PHONE: 951-2045492 roof attachments, reducing the 6'spanningcapability 10'spanningcapability 12'spanningcapability number of roof penetrations Moderate load capability Heavy load capability Extreme load capability CONTRACTOR INFO and the amount Of Clear&black anodized finish Clear&black anodized finish Clear anodized finish al Internal splices available Internal splices available Internal splices available installation time. l ® Rail Selection C2SYS2 The table below was prepared in compliance with applicable engineering codes and standards.` Values are ELEMENT ENERGY LLC. based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof 767oSGNNEW ORKE15ZrrtrucK Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. PH(631)779 7993 t ces@e2sys.com Li 'ence-ME-S2689 (MASTER ELECTRICIAN) • • ,., Rail • IMPROVEMENT) Licence- HOME IMPROVEMENn • • • .v S .,d., PH 90 SARAH WOOD Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 150 RED FAWN RD, 120 forces on mounting rails which can cause them to None SOUTHOLD, NY 11971 bend and twist.The curved shape of XR Rails-' 140 XR10 XR100 XR1000 is specially designed to increase strength in both AHJ TOWN OF SOUTHOLD directions while resisting the twisting.This unique feature ensures greater security during extreme 160 weather and a longer system lifetime. 90 PSEG LONG ISLAND 90 PVSUMMARY 120 SYK STE SIZE STC 425 X 78 =33.150 20 140 PTC 398.1 X 78 31.052 SYSTEM SIZE 2496 Q240 (KWAC) 160 MODULES 78 JINKO SOLAR 1KM425N-54HL4-8 30 90 MICROINVERTER 78 ENPHASE " 1 IQ8MC-72-M-US 160 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials 90 XR Rails,are Iron Ridge'offers All XR Rails"are made of 6000-series 40 compatible with a range of tilt leg aluminum alloy,then protected with an 160 FlashFoo&and �� options for flat anodized finish.Anodizing prevents surface A other pitched roof ■�■ roof mounting and structural corrosion,while also providing 80 160 Rev Description Date attachments. applications. a more attractive appearance. 120 160 0 INITIAL DESIGN 3/7/2025 "" ^"` _"-""" '"""""'�"" """ ``"""" A UPDATED DESIGN 3/13/2025 -Table a meant to be a simplified span chart for conveying general rail capabilities.Use approved certificatier letters for actual design gu oance. B UPDATED DESIGN 3/17/2025 PROJECT# NA ,�_ DATE DRAWN 3/17/2025 r1-800-227-9523 for more information.Version 1.22 DRAWN BY ER SHEET# PV-T3 TITLE RAIL SPEC Classic Shake Mount I QMLC Classic Shake Mounting Instructions Elevated Water Seat Technology- Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, drill with 7/32"bit,drill or impact gun with 1/2"deep socket,grinder or sander THIS EDGE TOWARDS ROOF RIDGE 5 --— - -- --- - RACKING NOT INCLUDED • • • •• • • • • • • • • • • • • . • • • • • • 8 THESE DRAWINGS ARE SUBJECT TO COPYRIGHT 7 \ PROTECTION BY US LAW. REPRODUCTION IN ■■'■1 ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT 6 PRIOR WRITTEN APPROVAL FROM CURRENT RENEWABLES ENGINEERING INC. 5 3 4 ! Current 2 Renewabies Engineering r ^k CURRENT RENEWABLES ENGINEERING INC. 3600 Lime Street,Bklg 2 Riverside,CA 92501 Email:Projects4@creng.wlar SCALE 1 :5 Website w .creng.m PHONE: 951-204-5492 DESCRIPTION OTY. Locate,choose,and mark centers of rafters to be If necessary,remove shakes directly above mount Level out any high spots beneath the flashing area 1 BASHING.IS-X I9"X050,5052,WLL I mounted. Select the courses of roofing where with the roofing bar to expose felt paper.Flashing with a grinder or sander.Slide mount into desired CONTRACTOR INFO 2 oB ocK.CLASSIC.a360 CAsI AL.6•u I Quick Mounts Will be placed. should reach at least 1 inch up and under the felt position on shakes,under fek paper,and mark i 3 HANGER BOLT,PLAIN CEN ER.5116 x 6-,•a9 SS I paper for proper waterproofing- center for drilling with a pen or pencil.` 4 WASHER,SEAL ING.5/16-'ID X VX'OD,FPDM BONDED SS 101 1 , 5 NUTHEX,5/16-18,UNC-26.18.8SS 2 ryfr -- - 6 WASHER,FLAT,19/64'ID x 719 OD x I Ar E�DM I 7 WASHER.FENDER.5116"IDXI-OD,18-85s 1 • CZSYS 8 WASHER. Mount LOCK. 551''6ADI"SS I -�-- QuIC{c o^•',I ELEMENT ENERGY 7470 SOUND AV AVENUE,MATn M ;i TILE: NEW YDRK 11952 QMLC: CLASSIC SHAKE MOUNT PH(63n7797993 rvices@e2sys.c sbcence-ME-52689 AVAILABLE IN MILL AND (MASTER ELECTRICIAN) BRONZE ANODIZED HNISHES. ulu:ss ornEaWT;PTca�Ea SIZE DRAWN BY: AAP REV (SUFFO orse+•o�.xF m eK�; Licence-HI-67461 LK HOMEIMPROVEMENn r•xcmu6gis Ire A DATE: 4/3/2DI9 7 . u.s.aw rnrv,.e xr10:5=NfJUMNG iWOPIAC£OE�NN: 2'9 �,�CWYeGMfO�If OII•'2 YpIRN v T90.EFftI.C£OFCa6N:119• SC/.lE IS NECM":1.91 SMEfi':Ai 1 4 3 2 1 SARAH WOOD Set mount aside.Using drill with 7132"bit,drill Clean off any sawdust,and fill hole with sealant Slide mount into position. Prepare hanger bolt 150 RED FAWN RD, pilot hole into roof and center of rafter,taking care compatible with roofing materials. with 1 hex nut(Rem 5)and 1 sealing washer(item to drill square to the roof.Do not use mount as a 9).Insert bolt into QBlock hole and drive into rafter, SOUTHOLD,NY 11971 drill guide. tightening until the QBlock no longer swivels easily. AHJ TOWN OF SOUTHOLD NOTE:PLEASE •a. -•with ACQ or •••preservatives or - •. or _ concentrations of natural tannins,may &Shake Bureau • • pre-painting•• ••- of the flashing •••• • bituminous•. • • directions UTILITY PSEG LONG ISLAND ad of the racking and module manufacturers. .• • appropriate physical cause•. • • • + • Accepted••. roo PV SUMMARY includeng •. • •• - • •- •- • 1 polyethylene sheeting. ._.. followedmanufacturer must be SYSTEM SIZE _ roofer a • supplier • •- • - •• •. STC 425 X 78 -33,150 • • (KWDC) 0 PTC 398.1 1 X 78 =131.052 manufacturer's specs and instructions prior to touching the roof.These instructionsSYSTEM SIZE 2496 @,240 Caution:Prior to installation,check that proper screw embedment will be achieved for the necessary site load and roofing apply to shakes with solid sheathing and I (KWAC) configurations. _.. MODULES 78 JINKO SOLAR type.interlaid felt,themostcommonJKM425N-54HL4-B your shake roof varies,consult the'New MICROINVERTER 78 ENPHASE Roof Construction Manual from the CedarIQSMC-72-M-US Shake&Shingle Bureau. Insert EPDM rubber washer(item 6)over hanger Using the rack kit hardware,secure the rack of your •F If the flashing doesn't reach under the felt paper bolt into QBlock. choice above,cut an extra piece of felt to layer under the existing felt and over the flashing. Rev Description Date QuickMount PV/a 0 INITIAL DESIGN 3/7/2025 Quit •Mount PV 925-478-8269 1 www.quickmountpv.com I info@quickmountpv.com A UPDATED DESIGN 3/13Y2025 BI 7.2.3-11 RESPECT THE ROOF Apr-2019,Rev 7 BI 7.2.3-11 2700 Mitchell Dr. I Walnut Creek,CA 94598 Apr-2019,Rev 7 B UPDATED DESIGN 3/17Y2025 PROJECT IF NA DATE DRAWN 3/1 712 0 2 5 DRAWN BY ER SHEET# PV-7.4 TITLE ATTACHMENT SPEC 28357 Industrial Blvd. 28357 Industrial Blvd. //� I R ON R I DG E Hayward,CA 94545 Hayward,CA 94545 1-800-227-9523 I R O N R I D G E 1-800-227-9523 IronRidge.com IronRidge.orn Attn:Corey Geiger, COO, IronRidge Inc. Date:September 7t",2021 The parameters and adjustments allowed in the span tables are defined as the following: THESE DRAWINGS ARE SUBJECT TO COPYRIGHT 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-16 Table 1.5-1. PROTECTION BY US LAW. REPRODUCTION IN Re:Structural Certification and Span Tables for the IronRidge Flush Mount System ANY FORM IS EXPRESSLY FORBIDDEN WITHOUT PRIOR WRITTEN APPROVAL FROM CURRENT 2. Wind speed shall conform to ASCE 7-16 Fig.26.5-1 B(for Risk Category 11)and applicable state&local RENEWABLES ENGINEERING INC. This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The county/city amendments to the IBC. No special wind topographic features are included and both topographic contents of the letter shall be read in its entirety before applying to any project design.The Flush Mount System is a coefficient(Kr)and wind ground elevation factor(Ke)are taken as 1.0. Current proprietary rooftop mounting system used to support photovoltaic(PV)modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails 3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 Fig. 7.2-1 and Y�h1�5 f ` and secured to the rails with IronRidge mounting clamps.The XR Rails are side mounted to a selected roof applicable state&local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the Cr.CI�eerlr g g P format of a flat roof snow,it shall first be converted to a ground snow following the local building code/ lzi attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion amendments before the application of the attached span tables. No special snow conditions are considered CURRENT RENEWABLES ENGINEERING INC. that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core including unbalanced,drifting,sliding, retention,or ondin snow. No rain-on-snow surcharge load is 3eoo Li mail P.Blog 2 cmng,a CA s2so, Y 9 Y YP 9 9 9, P 9 9 Email Pm;eds�crengsolar components are shown in Exhibit EX-0015. considered. The span tables do not apply to buildings'Which are intentionally kept below freezing,kept just Website —creng.co above freezing..or unheated. PHONE 951-204-5492 CONTRACTOR INFO The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: listed below.for the load conditions and configurations tabulated in the attached span tables. (a) For ground snow no greater than 42psf: S.!c 2 Og for Site Class A, B,C &D. a 93 ral ASCE/SEI 7-16 Minimum Design Loads for Buildings and Other Structures(ASCE 7-16) (b) For ground snow greater than 65psf:S.<_ 1.0g for Site Class A. B.C, &D. 2018 International Building Code(IBC-2018) (c)For ground snow between 42 and 65psf: S.< 1.5g for Site Class A, B,C,&D. E2SYS6 2020 Building Code of New York State(BCNYS-2020, Published in November 2019) 2015 Aluminum Design Manual(ADM-2015) 5. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 30.3-21 and are organized into three groups in ELEMENT ENERGY LLC. 7470 SOUND AVENUE,MATTTTUCK which the zones share the same External Pressure Coefficients(GCp).Roof zones comprising each group along NEW YORK.11952 Report SEAOC(Structural Engineer Association of California)PV2-2017 Wind Design for Solar Arrays with each roof zone's size and location are depicted in Figures 2 and 3 below each span table. PH(631)77979`3 semices@e2sys.co Licence-ME-52689 The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for 6. The maximum rail cantilever length, measured from the rail end to the nearest attachment point shall (MASTER ELECTRICIAN) 9 P Licence-HI-67461 the respective loads and configurations listed,covering wind exposure Categories B, C, &D, roof zones provided in be the lesser of the following two conditions:40%of the allowable span provided for the respective load (SUFFOLKHOME IMPROVEMENT) ASCE 7-16 for gable& hip roof profiles, and roof slopes of 8`to 45o The tabulated spans are applicable when the &configuration condition from the span tables. or 36". following conditions are met: 7 Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over SARAH WOOD a minimum of three spans. 150 RED FAWN RD, 1 Span is the distance between two adjacent roof attachment points(measured at the center of the SOUTHOLD, NY 11971 attachment fastener). 8. No splices are allowed in the rail cantilever. For each XR splice type install per the following requirements: AHJ TOWN OF SOUTHOLD a) XR Bonded Splice cannot be installed in the center 113 of interior spans,or the outer 2/3 of end spans. 2 Each module shall be supported by 2 rails(2 rail system)or 3 rails(3 rail system) Spans are calculated b) BOSS Splice can be installed at any location within a span UTILITY PSEG LONG ISLAND based on 2 rail systems, and conservatively deemed acceptable for 3 rail systems 9. Shaded cells of the span tables indicate conditions in which UFO Mid Clamp connection capacity is exceeded. If PV SUMMARY such conditions are encountered contact support@ iron ridge.com. SYSTEM SIZE STC 425 X 78 =33.150 3. The underlying roof slope, measured between the roof surface and horizontal plane,is 80 to 450 PTC 398.1 X 78 31.052 LLES 24 96 C[i3240 4. The mean roof height,defined as the average of the roof eave height and the roof ridge height measured from grade,does not exceed 30 feet. 78 iKM4 SOLAR 1INKO SNL54HL4-B 78 ENPHASE IQ8MC-72-M-US 5. A clearance from the underside of the array to the roof surface of 2' minimum shall be provided and the height of the array,the distance from the module top surface to the roof surface(defined as h2),shall not exceed 10°. 6. Module length and area shall not exceed the maximum values listed on the respective span tables. Rev Description Date 0 INITIAL DESIGN 3/7/2025 7, All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush A UPDATED DESIGN 3/13/2025 Mount Installation Manual and other applicable standards for the general roof construction practice B UPDATED DESIGN 3/17/2025 PROJECT# I NA DATE DRAWN 3/1 712 0 2 5 G 2021 IronRidge,Inc NY Flush Mount System Certification Letter-1 ©2021 IronRidge.Inc. NY Flush Mount System Certification Letter-2 DRAWN BY E.R SHEET 7t PV-75 TITLE CERTIFICATION 28357 Industrial Blvd 28357 Industrial Blvd. /1.�� IRONRIDGE Hayward,CA94545 / IRONRIDGE Hayward,CA94545 1-800-227-9523 1-800-227-9523 IronRidge.com IlronRidge coin 10. Systems using CAMO module clamps shall be installed with the following guidance: a) For single module installations(orphan modules)using modules with a length greater than 67.5".CAMO The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no clamps shall not be installed in regions that experience ground snow loads of 70psf and greater. Such consideration of the structural adequacy of the chosen roof attachments, PV modules,or the underlying roof supporting scenarios are shown by asterisks in the applicable span tables. members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the b) CAMO will function within a module's design load ratings.Be sure the specific module being used with aforementioned system components In regards to the applied or resultant loads of an chosen arrayconfiguration. THESEPROTECTION US LAW.ARE IE PRODUCTIONT TO INT Y P 9 PP Y g PROTECTION BY US LAW. REPRODUCTION IN CAMO meets the dimensional requirements shown in the figure below and that the module selected is ANY FORM I TENEXP APPROVAL FORBIDDEN CURRENT T q 9 PRIOR WRITTEN APPROVAL FROM CURRENT suitable for the environmental conditions Of a particular project. ��+c-me ` 1 Q 7 RENEWABLES ENGINEERING INC. Sincerely, y,�P c>IPJNrG xu��O,� �O� 1 .O J.O L' MoouleCu7ss/Ce#6 P . ,A,�, � Current s W 15:45: 16 Renewables Engineering NCO OR 5-Is ?�� AHO�ESSiON�� _O 7'O O' CURRENT RENEWABLES ENGINEERING INC, Frame _ 3800 Lime street,Bltlg 2 Ri�ersde,GA 92501 x=1.2-2.2 min Email Pm)ects@cmng—lar Y=15-40 mm Websde www.ueng.m Gang Xuan, PE PHONE: 951-204-54s2 Y Senior Structural Engineer CONTRACTOR INFO F-x Figure 1:CAMO Module Frame Dimensional Requirements rM Span values for Exposed and Edge module conditions,as defined below,are included in the attached span Ez SYS8. tables and shall be used when each condition exists. The maximum allowable span for Exposed or Edge modules shall be the lesser of the following two:(1)The span value for the Exposed or Edge module condition; ELEMENT ENERGY LLC. (2)The span value determined by site wind speed and ground snow load.Additionally, irrespective of the lesser 7470 SOUJND AVOERNIUE.SZTTITUCIC span,the shaded cells for the Exposed and Edge module conditions which reflect the UFO clamp usage PH(631)7797993 limitation detailed in note 9 of 2 shall apply to the respective condition. serv,ces@e2sys.cam page pp y p Licence-ME-52689 (MASTER ELECTRICIAN) Licence-HI-67461 1. Exposed Module conditions: (SUFFOLK HOME IMPROVEMENT) A module is defined as Exposed(per Section 29.4.4 of ASCE 7-16)if the distance from any of its free SARAH WOOD edges(an edge with no connectivity to other modules)to its facing roof edge(such as eave ridge.rake,or 150 RED FAWN RD, hip)is greater than 0.5h(h is ASCE defined building height)AND if the distance from its free edge to any SOUTHOLD, NY 11971 other adjacent array or panel is greater than 4 feet. AHJ TOWN OF SOUTHOL.D The allowable spans and cantilever shall only be applied to the portion of rail directly under Exposed Modules. UTILITY PSEG LONG ISLAND PVSUMMARY 2. Edge Module conditions: (KKWDCM SIZE 425 X 78 =33.150 PTC 398.1 X 78 = 1.052 A module is defined as an Edge Module when its distance from any side of the module to its facing SYSTEM slzE 2496 (d240 (KWAC) perimeter roof edge(such as eave,ridge.rake,or hip)is less than 2 times the height of the array(2h2) MODULES 78 JINKO SOLAR J KM425N-54H L4-8 where h2 is measured from the roof surface to the top surface of the module. ENPHASE MICROINVERTER 78 IQ8MC-72-M-US The allowable spans and cantilever shall only be applied to the portion of rail directly under Edge Modules. Additionally.if the roof edge is the eave or ridge,only the rail nearest to that roof edge shall be considered for this span adjustment f)2021 IronRidge Inc NY Flush Mount System Certification Letter-3 ©2021 IronRidge,Inc. NY Flush Mount System Certification Letter-4 Rev Description Date 0 INITIAL DESIGN 3172025 A UPDATED DESIGN 3/132025 B UPDATED DESIGN 3/172025 PROJECT# NA DATE DRAWN 3/172025 DRAWN BY E.R SHEET# PV-7.6 TITLE CERTIFICATION