Loading...
HomeMy WebLinkAbout49160-Z of souTyo`o Town of Southold * P.O. Box 1179 0 53095 Main Rd UNM Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46172 Date: 05/20/2025 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 400 Lakeside Dr Southold, NY 11971 Sec/Block/Lot: 90.-3-3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/26/2023 Pursuant to which Building Permit No. 49160 and dated: 04/25/2023 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 to an existing single-family dwelling as applied for. Corrected 7/31/2025 for electric certificate number only. The certificate is issued to: Konstantinos Katsiris ,Julia Orlie-Katsiris Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49160 4/25/2025 PLUMBERS CERTIFICATION: 4hord S gn e �Of SOUTyo�o Town of Southold * * P.O. Box 1179 53095 Main Rd Ulm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46172 Date: 05/20/2025 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 400 Lakeside Dr Southold, NY 11971 SecBlock/Lot: 90.-3-3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/26/2023 Pursuant to which Building Permit No. 49160 and dated: 04/25/2023 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 to an existing single-family dwelling as applied for. The certificate is issued to: Konstantinos Katsiris , Julia Orlie-Katsiris Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49061 4/25/2025 PLUMBERS CERTIFICATION: i Au h ed Signature o�Su��ocKco TOWN OF SOUTHOLD a Gyp 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 #: 49160 Date: 4/25/2023 Permission is hereby granted to: Katsiris, Konstantinos 300 Rector PI Apt 5Q New York, NY 10280 To:. install roof-mounted solar panels to existing single-family dwelling as applied for. At premises located at: 400 Lakeside Dr SCTM #473889 Sec/Block/Lot# 90.-3-3 Pursuant to application dated 1/26/2023 and approved by the Building Inspector. To expire on 10124/2024. Fees: - SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector ho,*pF SOUr��! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CAQ Southold,NY 11971-0959 �� • �o Jamesh _southoldtownny.aov �yCou�m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Konstantinos Katsiris Address: 400 Lakeside Drive North city:Southold st: New York zip: 11971 Building Permit#: l 116 b Section: 90 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Element Energy LLC Electrician: Jamie Minnick License No: ME-52689 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 11.2kw roof mounted system with 28 panels [Q.Peak Dou Blk ML-G10+400watt] 28 micro inverters[IQ8PIus-72-2-US], 1 ac fused disconnect, 1 enphase combiner panel Notes: SOLAR PV ENERGY SYSTEM Inspector Signature: Date: April 25, 2025 400 lakeside dr north i qIV y�jO �oy��OF SOl/1,�°�c # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [v FINAL�(u[*V,*** [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ►�/ _�� DATE INSPECTORyo O- x SOUTyo� 9 l I �o r I Vcl # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ECTRICAL (FINAL) [ ] CODE VIOLATION RE C/O [ ] RENTAL REMARKS: ls)ita a4pv ` s Ake AC d0rf QA W DATE 7/ INSPECTOR OF SOUIyO� Q��C) Il G.e.ke 5a ode Do # # TOWN OF SOUTHOLD BUILDING DEPT. cou 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) K] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 601ar- X)o kccASS DATE 613 D'i . INSPECTOR - - OF SOUlyolo 4100 z,4 111,5 i�te IV TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] ,FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE .& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ' I FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: )0/ot �C�, Q�wrex G014neGi D r For -gym, vJo rye DATE INSPECTOR .0m" I i R t F it z� VVAF?/V G 0 d4F'4.'100 ELECTRIC SHOT," HAZ4/K TERMINAL S ON THE t VVE AMP a}•., LOAD S/DE S A f a 1 SE ENE•RGlZEC' /N THE , r ENPHA SE 1 r t� n/ + � t ti I. •, J FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) ---------------7-------------------- C FOUNDATION (2ND) z . o O cn H ROUGH FRAMING& PLUMBING C9 � w �r INSULATION PER N.Y. H STATE ENERGY CODE ll � i FINAL ADDITIONAL COMMENTS 5 - 3 4 a a1e- cep v ,J\ O Z � rn X o o z H x d m ro F-3 o`ps-if FDtlr TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o as Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownn�_og_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I PERMIT NO. 10��LBuilding Inspector: :IOnf 2 Applications and forms must be filled out in their entirety.Incomplete BUILDING applications will DEPT 'not be accepted. Where the Applicant is not the owner,an TOWN OFSf1DEPT tITMOUD Owner's Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY: Name: Melinda Orlie Katsiris SCTM# 1000- 090.00-03.00-003.000 Project Address: 400 Lakeside Dr North,Southold,NY 11971 Phone#: 646-342-8489 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 11.2 Kw $ 98,017.00 Will the lot be re-graded? ❑Yes ✓No Will excess fill be removed from premises? ❑Yes ✓ No 1 wnv aiyn UUi UIIici a w.cIAI VOrrPPr V VI I A-C:I I^.JMMJG VAJi T IVIr\%11Vl V Vrt-IJUr-00Ag0 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 Residential Zone AC this property? Dyes ✓No IF YES, PROVIDE A COPY. ✓;Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE tothe Building Department for the issuance of a Building Permit pursuant.to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.. ` Application Submitted By(print name): Charles Jacabacci ✓Authorized Agent ❑Owner Signature of Applicant: Date: Jan 23 2023 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Charles Jacabacci 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 day of J G'"^ , 20 LOUIS J ROMEO N A ry Public Notary Public,State of New York No.01 R06314813 Qualified in Suffolk County Commission Expires November 17,20.26 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� Melinda Orlie Katsiris residing at 400 Lakeside Dr North,Southold,NY 11971 do hereby authorize Element Energy LLC to apply on my behalf to the Town of Southold Building Department for approval as described herein. OaLe- r Jan 23 2023 Owner's Signature Date Melinda Orlie Katsiris Print Owner's Name 2 LUlIV Q1 11 UUUUI I lu LL IU.GM VOr r M-r Vl71V VIVJ-V VD I n-C 1 VVMFIJGVMJ/ r IVIr\%a1VI V Vrl-L/L1-UQA J0 BUILDING DEPARTMENT- Electrical Inspector a�. O �G`1z, TOWN OF SOUTHOLD U� yt ' H x Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 76.5-9502 roQerr@southoldtownny,:gov-n!-seand(a-southoldtownny.gov. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Jan 23 20.23 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: Melinda Orlie Katsiris_ _ Address: 400 Lakeside Dr North,Southold,NY_11971 Cross Street: Phone No.: .646-342-8489 BIdg.Permit#: y q / 4 0 email: Tax Map District: 1000.. Secfion_ 090.00 _ _ __ Block: 03.00 -_ Lot: 003.000 BRIEF DESCRIPTION OF WORK(Please Print Clearly) .roof mounted solar PV system consisting of..28,_micro inverters Enphase IQ8PLUS-72-27US.and 28 Solar PV modules QCELL_ QYEAK DUO BLK ML-G10+400 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: PAYMENT-DUE WITH APPLICATION Request for Inspection FormAs Zoho Sign Documecit ID:2A7S8FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST10C Town of Southold December 23rd, 2022 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Orlie Katsiris Residence, 400 Lakeside Dr N. Southold, NY 11971 To Town of Southold: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NFPA-70. These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and'stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3-second gust, and Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also, the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 3.0 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. OF New Great Eastern Services, Inc. CO �0 PO Box 240 24 Harvey Rd Riverhead, NY 11901 ZN �O 703443 Office: 631.543.9555 AR�FESSIONP� Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Do&ment IDS 2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST10C SCOPE OF WORK l DELEMENTSIGN t RAFTIN LLC - - ELEMENT ENERGY LLC TO INSTALL A 1 1.2 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE OPUE KAT5IRI5 RESIDENCE, REVIEW BY J.M.NA CERTIFIE LOCATED AT 400 LAKESIDE DR N,SOUTHOLD, NY 1 1971. os I I 2-1 REVIEW 29 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID syqutlww THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. t `, Sf�ImrMand REVISIONS DESCRIPTION DATE REV 5Y5TE M RATING OR GINAL 2-23-2022 1 1.2 kW DC STC EQUIPMENT SUMMARY 28 QCELL Q.PEAK DUO BLK ML-G 1 0+400 WATT PV MODULES 28 ENPHASE IQ8PLU5-72-2-U5 MICRO INVERTERS L. CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM SHEET INDEX ELEMENT ENERGY, LLC. PV-I COVER 7470 SOUND AVE PV-2 51TEPLAN PROJECT LOCATION MATTITUCK, NY 1195 PV-3 ROOF PV LAYOUT PV-4 STRUCTURAL/DETAILS d SECTIONS LICENSE # G74G I-HI PV-5 3-LINE ELECTRICAL DIAGRAM �F NEjv �, LICENSE # 52G59-ME PV-6 LABELS Pg0 A G�G�0 N GOVERNING CODES * �� �� o 2017 NATIONAL ELECTRICAL CODE. r 3�1 ,� f 2020 RESIDENTIAL CODE OF NEW YORK STATE. �} W PROJECT NAM 2020 FIRE CODE OF NEW YORK STATE. .-� 2 ° Lu ASCE 7-16 AND NFPA-70. ZN ,— �� � W 270� 4 90 E ; A _ • U UNDERWRITERS LABORATORIES(UL)STANDARDS — OSHA 29 CFR 1910.269 �A�O103443NP� 240°10° V 150 20° +' lZ z GENERAL NOTESSS� 180° •`_ o � - I . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT ELE , kRICAL LLJ� W THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE INSPECTION REQUIRED z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK (J� AGREE THE SAME. AERIAL VIEW W 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 Q O INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM _ J CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, _ AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES OF 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO APPRO ED AS N?716 NEW YORK STATE & TOWN CODS O ALL RULES AND REGULATIONS OF THE RESPONSIBLE W URSDICTION. COMMENCING WITH WORK. C AS REQUIRED AND CONDITIONS F � � � J I THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DATE: J B.P.# ^ E: BY: O WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS FE ��� THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND NOTIFY BUILDING DEPARTMENT AT 2-"' '`'-^?- 4ANNING Bv" ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL A55UME ALL ;65-1802 8 AM TO 4 PM FOR THE � TG9PN TRUSTEES LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY FO:-LOWING INSPECTIONS: 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT 1. FOUNDATION - TWO REQUIRED V. --4 FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 CONSTRUCTION. FOR POURED CONCRETE COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE SOUGH - FRAMING & PLUMBING6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. 4- CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING INSULATION 7. CODES REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 4 FINAL - CONS-1 MUST OCCUPANCY OR 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. DRAWING scA.- CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S BE COMPLETE FOR C.O. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 USE IS UNLAWFUL N .T.S. CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON ALL CONSTRUCTI�ty SHALL MEET THE 8. THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. REQUIREMENTS OF THE CODES OF NEW u SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED YORK STATE. NOT RESPONSIBLE FOR !VITHOUT CERTI FICAT' PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK E IA BE COMPLETED TO THE DESIGN OR CONSTRUCTION ERRORS. EXTENSIONS TO THI5 PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OFF OCCUPANCY SHEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV— RESULT OF HIS WORK. TAX MAP: 1000-90-3-3 Zoho Sign Document ID:'2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST10C LEGEND DESIGN i DRAFTING BY: ®o EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIED F@NEW PV SUB-PANELS Q 051 112-129 A/C DISCONNECT COMBINER INVERTERS GND El REVISIONS ®PV MODULE 1rt`� DESCRI PrION DATE REV ORIGINAL 12-23-2022 —RACKWG RAIL 1 51-5 I'--- _ 1 5'-5 I" Z�oo� 0 1yoo o ATTACHMENT POINT 2 I, rLDc�o 21O° 1�0 ---RAFTERS C� ROOF PITCH ANGLE BSUNRUN METER ®VENT 0PLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES GOOD CONDITION ❑POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY 3C'X 3G GROUND ACCe55 TYP. ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE # G74G I-HI LICENSE # 52G89-ME 33-8311 ;a a ;m m PROJECT NAV' lLJ U ACCE55 ROOF / LU Z m ACCESS ROLLJ OF LU C) > ( z V o O � J ° O J O O O SHEET NAME 0f- NEW y CO 0 A c,G 0 51TE PLAN e U ittiS��'G• "NOTE r- �•; W 1.)THE ROOF 51fT5ACr,/PATHWAY SHALL NOT BE n W DRAWING SCALE REQUIRED TO ROOFS WHEN OPP05ING OR Z ADJACENT ROOF 15 ACCE55 ROOF IN 11 NCO _ ACCORDANCE WITH R A 324.G.I EXCEPTION OF '6 �'� I /8 I 1-0 il 2020 NY5 RESIDENTIAL CODE. RO 034 SSIONP� CONSTRUCTION NOTES 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PV-2 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: I 000-90-3-3 Zoho Sign Doeument ID.'2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1OC CONSTRUCTION SUMMARY DESIGN$DRAFTING BY: (28)QCELL Q.PEAK DUO 13LK ML-G 10+ 400 WATT PV MODULES ELEMENT ENERGY LLC (DIMENSIONS: 74"X 4 1 ,1"X 1 .3°) 0° REVIEW BY J.M.NABCEP CERTIFIE (28) ENPHA5E IQ8PLUS-72-2-U5 MICRO INVERTERS (9G)ATTACHMENT POINTS @ G4"O.C. MAX. (347.7) LF IRONRIDGE XR100 MOUNTING SYSTEM. REV1510N5 ROOF TYPE: ASPHALT SHINGLE(SINGLE LAYER) 1`L� DE5CwPTI0N DATE KL. 311 1 II O Q° ORIGINAL 12-23-2022 CONSTRUCTION NOTES �24 —24 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTUREK5 INSTALLATION INSTRUCTIONS. CJ 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ARRAY#2 ARRAY#I MINIMUM NEMA 3R RATING. 14 MODULES 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 27^PITCH 14 MODULES 27'PITCH _. FIELD VERIFICATION. 290°AZIMUTH I10'AZIMUTH 'NOTE 1 .)THE ROOF 5ET5ACPPATHWAY SHALL NOT BE CONTRA REQUIRED TO R001`5 WHEN OPPOSING OR ADJACENT ROOF IS ACCE55 ROOF IN 30 X No AC TYP. ACCORDANCE WITH R324.G.I EXCEPTION OF 2020 NY5 RE5IDENTIAL CODE. it milliELEMENT ENERGY, LLC. 7470 SOUND AVE m MATTITUCK, NY 1 195 LICENSE # G74G I-HI / LICENSE # 52G89-ME m � LJ ACCESS ROOF /j LU Z _� ACCESS ROOT. Q L.L m LLJ Vl O L� if Q—J J O Y O ^W O (O LEGEND o O ®EXISTING UTILITY METER O MAIN SERVICE PANEL nNEW PV SUB-PANELS OF NEW A/C DISCONNECT NECT ICOMBINER NVERTERS r_ cNo ELECTRODE � ��P �A iS'j,�� ROOF DETAIL PV MODULE RACKING RAIL LLJ 0 ATTACHMENT POINT r ill` ---RAFTERS n�7 -*—ROOF ROOF PITCH ANGLE �OARO ffjSUNRUN METER SSIONP� /QCVJII I 1_ n ®VENT OPLUMBING VENT ®SKY LIGHT ®CHIMNEY P\/ ®COMPOSITE SHINGLES I V 3 GOOD CONDITION -]POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY TAX MAP: 1000-90- - Zoho Sign Document ID'2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC LOAD CALCULATION ARRAY5#1-2 ITEM DESCRIPTION ARRAYS #1-2 DESIGN 4 DRAFTING BY: r RD RId e Bearr✓Board 2"X 1 2" D. FIR ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 4g,4 of NEw R Roof Rafters 2"X 8" D. FIR I G"0 C REVIEW BY J.M.N2-1 29CERTIFIE:. P�� O A y0 (D) Deckbn 314" PLYWOOD D5 1 1 1 2-1 29 #OF MODULES 14 �p,� CMG � (P) Pitch 272 Z r S� J CeilingJoist 2"X 8" D. FIR I G" O.C. REVISIONS TOTAL MODULE WEIGHT(Lbs) 677.E D (ti) Horizontal S an of R I G8" MAX DEscwPrloN DATE rzE� TOTAL LENGTH OF RAIL(Ft) 173.8 t*_ w ORIGINAL 12-23-2022 n RAIL WEIGHT PER FOOT(Lbs) 0.G8 +KiJ IIAS`�jti� (RB) i:P TOTAL RAIL WEIGHT(Lbs) 1 18.2 103443 (G (R) #OF STRANDOFFS 48 AR�FESs�oNP� - WEIGHT PER 5TRANDOFF(Lbs) 2 (D) TOTAL STANDOFF WEIGHT(Lbs) 9G TOTAL ARRAY WEIGHT(Lbs) 891.8 POINT LOAD(Lbs) 1 8.G CONTRACTOR TOTAL ARRAY AREA(5q Ft) 299.7 ARRAY DEAD LOAD(Lb5/5a Ft) 3.0 ELEMENT ENERGY, LLC. - — 7470 SOUND AVE WIND DESIGN SUBJECT TO DAMAGE FROM WRif (C) MATTITUCK, NY 1 195 GROUND SEISMIC iER ICE BARRIER FLOOD AIR MEAN SNOW Speee Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL LICENSE # G74G I-HI LOAD° (mph) effectsk tnnd debris CATEGORY Weathering' line Termite` TEMpe REQUIREDh HAZARDS[ INDEX' TEMPI LICENSE # 52G89-ME li region' zone depthb ( ) 20 140 NO NO NO B SEVERE 3 FT HEAVY 15'F YES ZONE X 599 51'F MANUAL J DESIGN CRRERW Writer Alcitude Indoor Design Heatingd he Elevation Latitude heating cooling Summer correction factor design temperature cooling tem re peratu temperature drffsente 108 FT 41'N 15'F 86°F 1.00 70°F 75'F 55°F U Cooling Wind Wind Coincident Daily Winter Summer (J) z ^ temperature difference heating velocity wet bulb range humidity humidity W z l heating cooling Q CZ V, 11°F 15 MPH 1 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH C) For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL n LLJ W 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 II rr�� z required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined v J 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. IL/ � Q 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 -r— J shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODUI_e I✓ ull7n C' _:LAME ( 1 Q O C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. F— J 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 50LAF M-;1 1A 1_ O on a site-specific basis in accordance with Section R301.2.1.4. 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 -TAIIILF-:5 STEEL 315 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 FSLT AnL J0T W O see Figure R301.2(1).] C The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New O 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 NRIDGE ALUMINUM RAIL Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM T BRACKET iiiiiiiiiiiiiiiiii- ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ALUMINUM FLASHING SHEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the 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." STRU CTU RA I. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." A5PHALT SHINGLE ROOF 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 5/1 G"x B'STAINLESS STEEL LAG BOLT WITH (Base 32°F)." 2 12"MIN THREAD 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 PENETRATION SEALED jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. WITH GEOCEL 4500 DrrHAWN _:A_F 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 (EQUIVALENT OR BETTER) "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. AS NOTED m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or lb 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 [CORRUGATED STEEL ROOF] [FLAT ROOF] 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 NBE` (') See Figure R301.2(4)B. PV-4 TAX MAP: 1000-90-3-3 MOUNTING DETAIL I Zoho Sign Doeument ID'2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC DE51GN 4 DRAFTING BY: SOLAR ARRAY ON MAIN HOUSE 1 1.2 kW ! pF NEW ELEMENT ENERGY LLC (28)QCELL Q.PEAK DUO BILK ML-G 1 O+400 WATT PV MODULES Y REVIEW BY J.M.NA13CEP CERTIFIE (2)STRINGS OF(10)MICRO-INVERTER5 E(1)STRING OF(8)MICRO-INVERTERS 0 A (�7G O� 05 1 1 1 2-1 29 '(3)STRINGS TOTAL CO * * TO UTILITY GRID REVISIONS KtY �L DESCRIPTION DATE RED. STRINGS # 1-2 Ww ((� ! ORIGINAL 12 23 2022 _ Z 1 N 51-DIRECTIONAL 10344$ J !`� o UTILITY METER I A�O NPR' O I-PHASE.240 V I 1 N I I POINT OF INTERCONNECTION PER NEC 240.21(B)(I)t G90.G4(A) I LENGTH OF TAP CONDUCTORS STRING #3 MICRO-INVERTER SHALL NOT EXCEED 10 FT - I - - - - - ENPHA5E108PW5-72-2-US - --77ffNPhA5EBRAN'-'- 240 VAC. 1.21 A 97%CEC-WEIGHTED EFF.NEMA G.U R L LISTED CONTRACTOTYPICAL - -- MAIN SERVICE DISCONNECT I ELEMENT ENERGY, LLC. CIRCUIT CABLE TYPICAL 7470 SOUND AVE 1 1 MATTITUCK, NY 1 1952 AC DISCONNECT LICENSE # 6746 I-HI I 5QDD223NR5 LICENSE # 52689-ME I 240 VAC.GO A I NEMA 3R.UL LISTED 1 1 (2)50 A FU5E5 I I �n oA 50A PROJECT NAME I I MAIN SERVICE PANEL ■ ■ I-PH.3-w LLl } - - 240 VAC r- - -- ■ ----- ■ --------------------------------------------------� 200A I - AC COMBINER BOX 4 240 VAC.UL N W z (� l \ NEMA 3R.UL LI1 STED i G /(\ (3)20 A DOVBI.E POLE BREAI.ERS j I I EY15TING GROUNDING U J I I I I ELECTRODE SYSTEM LLJ L------------------------------------- ------------ WIRE CONDUIT SCHEDULE Q KCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% Q J O I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE O 310.15(130) 3 1 0.1 5(5Y2a)/3q INVERTERS COMBINER PANEL AWG#12 1 6 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I" 559C 0.84 80 F7 2.0% LL.l O OR EMT J 2 COMBINER PANEL AC D15CONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 459C 0.95 25 FT 0.5% nZ (� 3 AC DISCONNECT MAIN PANEL AWG#6 I 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45QC 0.95 10 FT 0.2% O ELECTRICAL NOTES 5HEET 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 CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC 690.8(B)(I)I: (Isc)'(#of stnn s' 3-LINE D I A. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY 9 ) (I.56)= 1 5.13 A Modules per String 12 MAX, TO,AND LOCATED AS CLOSE AS P0551BLE TO THE NEAREST RIDGE,HIP, OR VALLEY. AWG#12,ampacity'Temp Derate = 23.52 A 23.52 A> 15.13 A,therefore DC wire size is valid. Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 2 I COMPLY WITH NEC 110.26. #2 Inverter Output Wire Ampacity Calculation 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Max Amperage output'(1.25) = 42.35 A Record low temp -I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL AWG#8, ampacity'(Temp Derate)'(Conduit Fill Derate) = 52.25 A Voc Temp Coefficient -0.2411./QC APPLICABLE CODES AND STANDARDS. 52.25 A>42.35 A, therefore AC wire size Is valid. DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 42.35 A Operating Current 10.8 A N .T.5 . 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 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A> 42.35 A,therefore AC wire size is valid. Max. System Volta e 49.6 V SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURERS INSTRUCTION. Short Circuit Current 13.9 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEER LUG AC SYSTEM SPECIFICATIONS OR IL5CO GBL-4DBT LAY-IN LUG. Max AC Output Current 3 1.76 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) PV-5 OR O eratin AC Volta e 240 V 10.)THE DC 51DE OF THE PV 5Y5TEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000-90-3-3 Zoho Sign Document ID':2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC SERVICE METER O O DESIGN 6 DRAFTING BY: - INSTALLATION NOTE ELEMENT ENERGYLLC REVIEW BY J.M.NAL3CEP CERTIFIE SOLAR PV SYSTEM � PHOTOVOLTAIC ; PHOTOVOLTAIC ( I ) ALL LABEL SHALL BE INSTALLED IN 05I 1 1 2-1 24 EQUIPPED WITH ! SOLAR BREAKER ` DC DISCONNECT ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® • • REQUIREMENTS. RevlsloNs DESCRI PiION DATE REV•. •, (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 12-23-2022 SOLAR AC LOAD CENTER - OUTSIDE DO NOT RELOCATE THIS, �• , • VOLTAGEMAX SY�TEM REQUIRE FIELD VERIFICATION. (3) LABELS, WARNING(5) AND MARKING 0 nftRAP0WWMSIffMHT0 T SHALL BE IN ACCORDANCE WITH NEC TiE'OFr POSITION TO SHUT DOWN 1 1 0.2 1 (B). _ P+/SYSTEM RDNTHEllICE CAUTION SHCK (4) THE MATERIAL USED FOR MARKING O HAZARD"TFE ARw►r AC DISCONNECT POWER TO THIS SERV CE 5 ALSO SUPPLIED F RD•THEFOLLOWNG CATEDAS ES SHO RH MUST BE WEATHER RESISTANT, IN '- DISCONNECTS LOCATED AS SHOYYM SOLAR AC LOAD CENTER - INSIDE O ""� ;- COMPLIANCE WITH NEC I 1 0.2 1 (13)(3). CONTRACTOR AR�lNG (5) THE PV SYSTEM CIRCUIT CONDUCTORS ® O ® I I AWARNIN P. ELEMENT ENERGY, LLC. THIS EOlE1dtTF1EDBYMULTIPLE DUAL PowER suPPLY i SHALL BE LABELED INSTALLED IN �� 7470 SOUND AVE SOURCES COMPLIANCE WITH NEC G90.3 1 . Oyg��TO�p�pp�,i SOURCES UTILITY GRID MATTITUCK, NY I 1952 Mw SUPPLY OVERCtrMW AND PV SOLAR WamSWLWTEKCEED ELECTRIC SYSTEM LICENSE # G(59-ME I-HI - INSIDE BUILDING TYOFIRMAR LICENSE # 5268 3O02LARNING - - THIS SERVICE INTER i IS ALSO SERVED BY A PROJECT NAME ELECTTttC SHOCK HAZARD PHOTOVOLTAIC SYSTEM I PHOTOVOLTAIC SYSTEM W TERMINALS ON THE LINE AND COMBINER PANEL LOAD SIDES MAY IE E Efts DO NOT ADO LOADSTHE op"POSITION U _ CONDUIT - OUTSIDE BUILDING —"IN LID _- •O rat W cl WW—ARNING URCE w DUAL POWER SUPPLY ^ E Z i I V SOLASOURCER.PV SYSTEM " 1 W Q MAIN SERVICE PANEL - OUTSIDE O A CAUTION SOLAR CIRCUIT (s) Q O 5 - 02 03 05 SOLAR o O � G � • • MAIN SERVICE PANEL - INSIDE •• POWER SOURCE OUTPUT CONNECTION ® O DO NOT RELOCATE THIS OVERCURRENT DEVICE °F "Ewy LABEL5 P pA O CO AC DISCONNECT/BREAKER LU 0009-1110G N .T.S . �O 7034Q3 AR��ESSIONP\` PV-6 TAX MAP: 1000-90-3-3 Powered by YR " Q TOP BRAND PY e� Warranty 2021 0 CELLS r a Yield Security a_ BREAKING THE 20%EFFICIENCY BARRIER /Ilnll��I 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 comprehen- sive quality programme in the industry:The new"Quality Controlled PV"of 5� the independent certification institute TUV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent �J 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.QTMt. EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow(5400Pa)and wind loads(4000Pa). c,2 A RELIABLE INVESTMENT W Inclusive 25-year product warranty and 25-year linear performance warranty2. APT test conditions according to IEC/TS 62804-1:2015,method A(-1500 V,96h) Z See data sheet on rear for further information. THE IDEAL SOLUTION FOR: "U/ Rooftop arrays or residential buildings Engineered in Germany OCELLS r MECHANICAL SPECIFICATION Format 74.0in x 41.1in x 1.26in(including frame) (1879mm x 1045mm x 32mm) T.o tla»..y t�t3ossmml nStlOeemn) Weight 48.5lbs(22.Okg) Front Cover 0.131n(3.2mm)thermally pre-stressed glass with ustue3mnl anti-reflection technology ..oa.aeR°"a°alrtaanm7�oM-) innw Back Cover Composite film 3aa•twemml Frame Black anodized aluminum Cell 6 x 22 monocrystalline Q.ANTUM solar half cells C3 41 (1045-) Junction Box 2.09-3.98inx1.26-2.36inx0.59-0.71in (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes `�� �er(ueamml Cable 4mm2 Solar cable;(+)>49.2in(1250mm),(-)>49.2in(1250mm) e.Dn.ee.na. Connector Staubli MC4;iP68 ,] I L 3tm°I ME LA o.se•tsa.s mml I�Ioas•te.a°.nl ELECTRICAL CHARACTERISTICS POWER CLASS - 385 380 395 400 - �- 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STCI(POWER TOLERANCE+SW/-OW) Power at MPPI PMM [W] 385 390 395 400 405 E Short Circuit Current' iso [A] 11.04 11.07 11.10 11.14 11.17 E Open Circuit Voltage! Voc IV] 45.19 45.23 45.27 45.30 45.34 E .5 Current at MPP IMM [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VMw IV) 36.36 36.62 36.88 37.13 37.39 Efficiency' II [%] 2!19.6 z19.9 z20.1 2!20.4 >_20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT' Power at MPP PIA" [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 Voc IV] 42.62 42.65 42.69 42.72 42.76 c 2 Current at MPP IMM [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VMW IV] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances P..t3%;Ix;Voc x5%at STC:1000 W/m2,25t2°C,AM 1.5 according to IEC 60904-3•'800 W/mz,NMOT,spectrum AM 1.5 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE :oR _ - c x _ °-a � At least 98%of nominal power during "o L.W first year.Thereafter max.0.5% _ LLgw ---------------------- degradation per year.At least93.5% __ W of nominal power up to 10 years.At - `z least 86%of nominal power up to 5 25 ears. eo Y c - - W o All data within measurement toleranc- K W es.Full warranties in accordance with aoo 400 goo ero 3000 $ the warranty terms of the Q CELLS 9 IRRADIANCE IW/m=i « sales organisation of your respective o Country. w� /EARS Typical module performance under low irradiance conditions in o ww�i'qes v�.a�m�cOKM n A:a fm°Sege,ae+Xna) O comparison to STC conditions(25°C,1000 W/mz) m TEMPERATURE COEFFICIENTS 0 ;emperar re..oeti!c,ent ct IS,; a [%/K] +0.04 Temperature Coefficient of V°c 9 [%/K] -0.27 f Temperature Coefficient of P. y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109t5.4(43t3°C) m 0 S PROPERTIES FOR SYSTEM DESIGN ° a w Maximum System Voltage Vsys IV] 1000(IEC)/1000(UL) PV module classification Class II qo Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI!UL 61730 TYPE 2 Y Max.Design Load,Push/Pull' [lbs/ft'] 75(3600 Pa)/55(2660 Pa) Permitted Module Temperature -40°Fupto+185°F p Max.Test Load,Push/Pu113 [Ibs/ft'] 113(5400 Ps)/84(4000 Ps) on Continuous Duty (-40°Cupto+85°C) u m 3See Installation Manuel QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION _ m ULality C CE'led PVerlt, (�/y► 1�7/I r l' [�A n Duality Controlled PV-TUV Rheinland, I�,IV/J 1`JI/J U O�-O`� IEC 61215:2016,IEC 61730:2016, m U.S.Patent No.9,893,215(sder cells), S�® ( ,rr.rNam.;. Horizontal 76.4in 43.3 in 48.Oin 1656lbs 24 24 32 10 QCPV Certification ongoing. Co,,,,,,,US ` packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules _ ul$030 ioii i'irbm 1 w Notr.Installation instruct ons 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. Hanwha 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-oells.us � ENPHASE IQ8 and IQ8+ Microinverters Easy to install Our newest 108 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' 25 More than one million cumulative hours of testing year limited L warranty Class II 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 I08 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,I08 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. IQ8 and I08PIus supports split phase,240V IQ8SP-DS-0002-01-EN-US-2022-03-17 installations only. IQ8 andA IQ8+ Microinverters 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 OUTPUT D A .1 A; Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal(L-L)voltage/ranges 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 circuit' 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) 0.85leading-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 /I IRONRIDGE Flush Mount System 3 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. XR Rails (!) - 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 C UFOs Stopper Sleeves Grounding Lugs Microinverter Kits r 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 • Listed to UL 2703 Attachments O FlashFoot2 Conduit Mount Slotted L-Feet Bonding Hardware Alt 0- - - ----------mwffim� 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, -- - NABC EP; _ engineered system. For free. while learning more about our systems. — Go to IronRidge.com/design Go to Iron Ridge.com/training Zu dad o Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC SCOPE OF WORK J� f �� t DELEMENT ENERGY LLC / ELEMENT ENERGY CE REVIEW BY J.M.NABCEP CERTIFIE TO INSTALL A 1 1-.2 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE ORLIE KAT51RI5 RESIDENCE, , y O51 112-I 29 LOCATED AT 400 LAKESIDE DR N,SOUTHOLD, NY 1 197 1. / /� 'R ShOwrlsland e r THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID /// Southold THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT.` ® ShpJterlstand REVISIONS .v = DE5CRIPTION DATE REV SYSTEM RATING �//•`- ORIGINAL 12.23.2022 c �, a` ® • 1 1.2 kW DC STC EQUIPMENT SUMMARY ` 28 'QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES 28 ENPHA5E IQ,5PLU5-72-2-U5 MICRO INVERTERS - CONTRACTOR I IRONRIDGE XR 100 MOUNTING SYSTEM cJ H EET INDEX ELEMENT ENERGY, LLC. PV-I COVER 7470 SOUND WE PV-2 517E PLAN PROJECT LOCATION MATTITUCK, NY 1195 PV-3 ROOF PV LAYOUT LICENSE # G74G I—HI PV-4 STRUCTURAL/DETAILS 4-SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM OF NEl LICENSE # 52G89—ME ti PV-G LABELS (� O N GOVERNING CODES CO G�Gs,,�� 00 2017 NATIONAL ELECTRICAL CODE. r _ PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK STATE. I (LU 2020 FIRE CODE OF NEW YORK STATE. W 270°p p 90°E LLJ A5CE 7-1 IS AND NFPA-70. N — xa�T—' _ UNDERWRITERS LABORATORIES(UL)STANDARDS ti �03443 J �_� 240' V 120' z OSHA 29 CFR 1 910.2G9 IAip� NQ�' 210° 150° W z GENERAL NOTES 180° C) ELECTRICAL LLJ � o I . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT "" C/ THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE iNSMEC T ION4 REQUIRED pp � z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AERIAL VIEW AGREE THE SAME. n/- LLJ r 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED — J .APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP Q O INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'5 COMPENSATION, S,OF = AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES rpP��, NEVI YORK STATE & TO�/1/N CODS �LLJ O 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND �jPR� !I I OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO BF # ` AS REQUIRED AND CONDITIOINS F � O ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. -JURISDICTION. 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DAT uuuCCC4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, FE ��CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ER THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE 'I'r IFY BUILDING DEPARTMENT AT 1 "`�� —`�,R NNiNG 80A D ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND , r HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT �80� $AM TO ``ivi FOR r'y?" it• Q It; CONTINUE WITH THE WORK, HE SHALL ASSUME ALL R THE v� N iRL•.TEE$LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, � � SHEET NAME RESPONSIBILITY AND LIABILITY THEREFROM ~i.'_!OWING INSPECTIC-iNS: 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY FOUNDATION TI : , i E FABRICATED AND INSTALLED AS PER LATEST A.LS.0 SCAFFOLDING, STALKS, ETC.. AS WELL AS PERMANENT i. , 'CU:IU�I ION - 14 ,1 REQUIRED CONSTRUCTION. FOR POURED CIS.N;CRETE COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE S. RO +� G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING - v ,.iH - FRAAhINC3 L. PLUMBING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING ° 1"4S`�LA''ON NYS CODES REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND RiNIAL - CONS RU(:T C'N MUST 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. �` p 1 w OCCU PANSY OR DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COM; LEY` f . 'J 13. CONTRACTOR IT REMOVE ALL DEBRIS CREATED BATHES ,- C" T'AN SPIA USE IS UNLAWFUL N .T.5. CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF'IN A LEGAL MANNER ON - O:dS T RUC I;.;�� I,��L MEET THE 1 8.THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND REGU"iREMENTS OF THE CODES OF NEW u ' 8 _ /�SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. :�lT 1®tdT E RTI I�!� PROJECT FOR WHICH THEY ARE MADE ES EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED YORK STATE. NOT RESPONSIBLE FOR s T THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE DESIGN OR CONSTRUCTION ERRORS. EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK ES TO BE COMPLETED TO THE }C /'1 �� /�NI� 5HEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF .1 f �J �5!V p EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. I V- I RESULT of HIS WORK. TAX MAP: 1000-90-3-3 Zo oSigndocumentID:2A768FFA-AHIVKFOWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1OC DESIGN t DRAFTING BY: r,' ELEMENT ENERGY LLC 50LAP ARRAY ON MAIN HOUSE I I.2 kW pF NEW REVIEW BY J.M.NABCEP CERTIFIE (28)QCELL Q.PEAK DUO BLK MIL-G 10+ 400 WATT PV MODULES 0 051 1 1 2-1 29 (2)STRINGS OF(1 0)MICRO-INVERTERS t(1)STRING OF(8)MICRO-INVEP.TER5 �P�4�G A G (3)STRINGS TOTAL i * TO UTILITY GRID REVISIONS STRINGS # I -2 - - - - - w D PiION O DATE REV m • 1 N ALLJ , RI GINAL INAL �- ---------------- - BI-DIRECTIONAL 7034�3 UTILITY METER OnO�r- I-PHASE.240 V ------------------- I 1 N POINT OF INTERCONNECTION PER NEC 240.2 1(5)(1)6'90.G4(A) LENGTH OF TAP NDUCTOR5 MICRO-INVERTER SHALL NOT EX'E D I O FT STRI NG #3 _ _ _ _ = ENPHA5E IQ5PLU5-72-2-US I 240 VAC. 1.21 A CONTRACTOR 97%CEC-WEIGHTED EFF. t M NEMA 6 UL LISTED--_ . TYPICAL - ----_-- - _- MAIN 5 VICE DISCONNECT .200 I ELEMENT ENERGY, LL . ENPHA5E BRANCH 1 CIRCUIT CABLE TYPICAL \ 7470 SOUND AVE 1 1 MATTITUCK, NY 1 1952 AC DISCONNECT LICENSE # 6746 I-t11 I 5ODD223NPB LICENSE # 52G89-ME I 240 VAC.GO A NEMA 3R.UL 1-15TED Fog 1 1 4 � (27 50 A FUSES 'I Gn 1 oA oA 50A I 1 1 PROJECT NAME 1 MAIN SERVICE PANEL N N 3-W W 24 7 - - - 240 v _ AC COMBINER BOX 4 I I N U...1 Z L -40 VAC.91;A i I ` i1EMA 3�.'JL'-15T-J I V I � (31 20 A DOUBLE POLE 3R`.1,E1LY- j EXISTING GROUNDING (� Q I I ELECTRODE5Y5TEM [U -----------� I � W I L------------------------------------- -------------- J WIRE CONDUIT SCHEDULE CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% ~ Q O I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE I QUANTITY INSULATION (CU/AL) TYPE 51ZE TEMP DEBATE DISTANCE O 310.15(3Y31 310.15(3)(2a)/(3c) O I INVERTERS COMBINER PANEL AWG#12 1 G 0.8 U5E-2/FV Wire AWG#8 1 BARE CU FREE AIR I" 559C 0.84 80 FT 2.0% OR EMT O 2 COMBINER PANEL AC DISCONNECT AWG#8 I 3 I THWN-2 AWG#8 1 THWN-2 CU PVC 1" 45QC 0.95 25 FT 0.5% (� 3 AC DISCONNECT MAIN PANEL AWG#G 1 3 I THWN-2 AWG#8 I 1 THN-2 CU PVC I" 45QC 0.95 10 FT O.2% Q W SHEET NAME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL.AND LABELED FOR ITS APPLICATION. CONFIGURATION 3-LINE D I A. #I PV Source Circuit Wire Ampaclty Calculation 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(5)(I)]: (I5c)'(#of strings)'(I.5G) = 1 5.1 3 A Modules per String 1 2 MAX. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#12,ampaclty'Temp Derate = 23.52 A TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. 23.52 A> 15.13 A. therefore DC wire size is valid. Modules per Inverter 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALLNumber of Inverters 21 COMPLY WITH NEC 110.2G. #2 Inverter Output Wire pCalculation 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Max Amperage output ' ((I.25) = 42.35 A Record low temp I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550PIE5 TO FULFILL AWG#8, ampacity'(Temp Derate)'(Conduit Fill Derate) = 52.25 A Voc Temp Coefficient -0.24%/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.25 A >42.35 A. therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED. #3 Inverter Output Wire An ity Calculation Operatin6l,Current 17.1 A N .T, 5. Inverter Max Amperage output' (1.25) = 42.35 A THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. AWG#G,ampacity'(femp Derate)'(Conduit Fill Derate)= 71.25 A O eratin 'Volta e 3 .I V 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE.8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A>42.35 A, therefore AC wire size is valid. Max. System Voltage 49.G V SUPPORT RAIL. PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current .1 3.9 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR I1-5CO G5L-4DBT LAY-IN LUG. Max AC Output Current 31.7G A i Q� /- 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negatwe) I �/ O eratin AC Volta e 240 V OR 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. J/ TAX MAP: 1000-00-3-3 Zoho Sign Document ID 2A768FFA-AHIVKFOW BAG NAV5GZVG-9-KCCJJL2153ACJ5R MST 1OC SERVICE METER DE51GN E DRAFTING BY: O O _ IN5TALLATION NOTE ELEMENTENERGYLLC SOLAR PV SYSTEM ISOLAR PWlr0VVOLTNC - • • REVIEW BY J.M.NA-1 29 CER ' ( I ) ALL LABEL SHALL BE INSTALLED IN °51 112-12g00 EQUIPPED WITH • s • ACCORDANCE WITH THE 2017 NEC NS RAPID SHUTDOWN ® •• • • REQUIREMENTS. DESCRIPTION DAREVIsioA •• -• TE REV (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 12.23-2022 SOLAR AC LOAD CENTER - OUTSIDE wJE 5 iDONOTF�LOGTETHS : �• REQUIRE FIELD VERIFICATION. UVI51ON 11_15-2023 5 OVERCLIRRW DEVICE PJ (3) LABELS, WARNING(5) AND MARKING OO TURN RAPID SHUTDOWN SWITCH TO I SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUT DOWN I 10.2 1 (B). I PV SYSTEM AM REDUCE SHOCK HAZARD"THE ARRAY AC DISCONNECT P RTDTHIS6ERp101EEISALSOSUI-LIED (4) THE MATERIAL USED FOR MARKING FROM THE FOLLOWS-SOURCES WRH DISCONNECTS LOCATED SHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE CONTRACTOR EF: COMPLIANCE WITH NEC 1 10.2 1 (5)(3). (5) THE PV 5Y5TEM CIRCUIT CONDUCTORS a.T SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. THIS�1/UBIfF�pIBLTRE DUAL POWER SUPPLY 7470 SOUND AVE = soURCEs_UTTUTYGwD �� COMPLIANCE WITH NEC G90.3 I . MATTITUCK, NY 1 195 �rw•II�+PLYDIIExctw�r AND PVSOLAR LICENSE # G74G I-111 �® ELECTRIC SYSTEM LICENSE # 521S89-ME CONDUIT - INSIDE BUILDING YOFst O !; TMSmvics METER e' vAME IS A:-SO SERVED BY A ELECTRIC SHOCKHAZAitD AN TCOMSW*w PHOTOVOLTAIC SYSTEM TEFWiMS ON THE UCE AND LU LOAD SM UW BE EtEltc03) DO NOT ADD LOADSIN THE OPEN U _ CONDUIT - OUTSIDE BUILDING W z-- - POSITION- — ® ® C) WARNIN � LU >— DUAL POWER SUPPLY n Z 1 SOURCES:UTILITY GRID AND �7—J � ^ PV 80LAR ELECTRIC SYSTEM W MAIN SERVICE PANEL - OUTSIDE ACAUTIONSOLARCIRCUIT Q 0 _ ._ O O O O A CAUTION--__ U ~ BAR EL.EC-R:C SYSTEW CONNECTED LLJ O ` M*1111• O MAIN SERVICE PANEL - INSIDE ZWARNINQM OPERATING POWER SOURCE OPERATING OUTPUT CONNECTION ® O DO NOT RELOCATE THIS 5 EE NAME OVERCURRENT DEVICE LABELS OF NEW AC DISCONNECT/BREAKER `Q p A G� O,p DRAWING N .T.5. 1034A A�QQ�$$1ONP�' 5r1EET NUMBER PV-6 TAX MAP: 1 000-90-3-3 Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST10C _ !!OF r E DESIGN$DRAFTING BY: (�y Y ELEMENT ENERGY LLC SOLAR ARRAY ON MAIN HOUSE 1 1.2 kW `� Pg0 A Cij� 0 REVIEW BY J.M.NABCEP CERTINE (28)QCELL Q.PEAK DUO 13LK ML-G 1 O+400 WATT PV MODULES �� S� 'F 051 1 1 2-1 29 (2)STRINGS OF(10)MICRO-INVERTERS#(1)STRING OF(8)MICRO-INVERTERS '(3)STRINGS TOTAL Ut rC. TO UTILITY GRID n LL REVISIONS DE5CRIPTION DATE REV STRINGS #I-2 _ MICRO-INVERTER N� ORIGINAL 12-23-2022 ENPHASE 1081'LU5-72-2-U5 1 N p 103443 REVISION 1 1-I5-2023 B --------------- -- 240 VAC, 1.21 A 97%CEC-WEIGHTS EFF. BTDIIR METER L A'QO NPV D I R NEMA G,UL LISTED I • CSS,O TYPICAL 1-PHASE,240 V I 1 N I I POINT OF INTERCONNECTION PER NEC 240.21(B)(1)C G90.G4(A STRING #3 LENGTHSMALL LL TAP CONDUEXCEED 10 FF SHALL NOT EXCEED I O FT I CONTRACTOR 1 - ------ ' MAIN SERVICE DISCONNECT 1 I ENPHA5EBRANCH ELEMENT ENERGY, LLC. CIRCUIT CABLE TYPICAL I 7470 SOUND AVE 1 1 AC DISCONNECT MATTITUCK, NY 1 1552 I LICENSE# G74G I-HI so 240D VAC.GORA LICENSE# 52G(59-ME NEMA 3R,UL LISTED 1 1 rt>j LI (2)50 A RJ5E5 Ivl,W L!I 50A I 1 1 ' MAIN SERVICE PANEL#I PROJECT NAME N HE CABINET I-PH.3-W I- - - I-PH,3-W 240 VAC r ----- 6 --------------------------------- 240/120 VAC 200A ( l 4 COMBINER BOX 4 I N N V - N2EMA 3R 0 VAC.LUSTED I Ca 1 G 1 - 1 11�1 (3)20 A DOUBIE POLE BREAKERS ( I W EXISTING GROUNDING C) j ELECTRODE SYSTEM r^ Q - _ I-----------------------------3 I vWJ I Z L------------------------------------V------------- WIRE CONDUIT SCHEDULE - ., CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% (� 0 O I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE 310.15(5)(3) 310.1 5(B)(2a)/(3c) I INVERTERS COMBINER PANEL AWG#1 2 1 G 0.8 USE-2/PV Wire AWG#8 1 BARE CU FREE AIR I" 55QC 0.54 80 FT 2.0% Q OR EMT 2 COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45QC 0.95 25 FT 0.5% [L1 O 0 3 AC DISCONNECT I MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 459C 0.95 10 FT 0.2% (S) 0 ELECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTOR5 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Am acit Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 909C WET ENVIRONMENT. [NEC G90.8(B)(1)]:(15c)'(#ofstrin 5)"(I.5G)= 15.13 A 3-LINE D I A. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g Modules per String 10 MAX. AWG#I 2,ampacity'Temp Derate= 23.52 A TO,AND LOCATED AS CL05E AS P055113LE TO THE NEAREST RIDGE,HIP,OR VALLEY. Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 23.52 A> 15.13 A,therefore DC wire size is valid. COMPLY WITH NEC 110.2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 28 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Max Amperage output"(1.25)=42.35 A Record low temp -1 OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550PIE5 TO FULFILL AWG#8,ampacity'(Temp Derate)"(Conduit Fill Derate)= 52.25 A Voc Temp Coefficient -0.241/./QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.25 A>42.35 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation Inverter Max Amperage output"(1.25)=42.35 A O eratin Current 10.5 A N .T.5. THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY.7.)ALL WIRE TERMINATION5 SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#(;,,ampacity'(Temp Derate)'(Condult FIII Derate)= 71.25 A O eratin Volta e 37.1 V 5.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODUL 71.25 A a E 42.35 A,therefore AC were size is valid. Max.System Voltage 49.G V SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 13.9 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR ILSCO GBL-4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current 42.35 A PV-5 OR O eratin AC Volta e 240 V 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SMALL COMPLY WITH NEC G90.35. TAX MAP: 1 000-90-3-3 *1 140L11(10 0 Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153AJ5RfTVC Town of Southold D November 15th, 2023 Building Department NOV 9 7 2023 Town Hall Annex 54375 Main Road P.O. Box 1179 Building Department Southold, New York 11971-0959 'own of Southold Subject: Roof Mounted Solar Panels at the Orlie Katsiris Residence, 400 Lakeside Dr N. Southold, NY 11971 To Town of Southold: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NFPA-70. These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3-second gust, and Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also, the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 3.0 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. OF NEW YO Great Eastern Services, Inc. A ��(�s�'Air PO Box 240 24 Harvey Rd Riverhead, NY 11901 2 2 �O 703443 Office: 631.543.9555 AROFESSI'3 Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Document ID 2A768FFA-AH IVKFQWBAGNAV5GZVG-9-KCCJJ L2153ACJ5R MST 1 OC SCOPE OF WORK DESIGN<DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A I 1.2 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE ORLIE KAT51P15 Rf51DENCE, REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 400 LAKE51DE DR N,5OUTHOLD, NY 1 1971. Shelter Island 051 1 12-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID Southold THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. Shelter Island REVISIONS DESCRIPTION DATE REV SYSTEM RATING r of GSON I 1-15 2033 B �:ane �aa��� onic . 1 1.2 kW DC 5TC EQUIPMENT SUMMARY 28 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULE5 28 ENPHA5E IQ5PLU5-72-2-U5 MICRO INVERTERS CONTRACTOR I IRONRIDGE XRI 00 MOUNTING SYSTEM SHEET INDEX N - ELEMENT ENERGY, LLC. PV-I COVER PV-2 51TE PLAN PROJECT LOCATION 7470 SOUND AVE PV-3 ROOF PV LAYOUT MATTITUCK, NY 1 195 PV-4 5TRUCTURAU DETAILS#SECTIONS OF NE4, LICENSE#G74G I-HI PV-5 3-LINE ELECTRICAL DIAGRAM A. Y� LICENSE# 52G89-ME PV-G LABELS P O A t' ; GOVERNING CODES * A oo - a- m a lU 2017 NATIONAL ELECTRICAL CODE. 0 2020 RESIDENTIAL CODE OF NEW YORK STATE. to _ _ Fa, T NAME 2020 FIRE CODE OF NEW YORK STATE. ZN — S` A5CE 7-1 G AND NFPA-70. �O 103443 W 270 o0 0 90°E r, W UNDERWRITER5 LABORATORIE5(UL)STANDARDS 05HA 29 CFR 191 0.2G9 �Q�SS% 240' V 120' r A i � .� W z (\ 210' 150° �, FJ.GENERAL NOTES 180, w Li S ,. o 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT T' lLJ LU THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE C �— HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK z AGREE THE SAME. AERIAL VIEW 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED E7 � APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP Q O INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO LLJ O COMMENCING WITH WORK. JURISDICTION. 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR J O 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE I/ (S) WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS O THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND l ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT NOV 1 2023 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 5HI ffT NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT Fltrriirll<!uf�CpBltpTf@I1{ SPECIFICATIONS. INSTALLED AS PER LATEST A.I.S.0 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 U UN CODES 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. oRrwiv�scA�E CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8. 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 BA515 OR SOONER IF CONDITIONS WARRANT. N .T.5. 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 r E_ M3F� 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV— RESULT OF HI5 WORK. TAX MAP: 1000-90-3-3 Zoho Sign Document ID 2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5R MST 1OC LEGEND DESIGN t DRAFTING BY: o D aSTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY NEW PV SUB-PANELS oo 051 1 1 2-1 CERTIFIE 29 A/C DISCONNECT COMBINER o�j INVERTERS GND ELECTRODE Q o REVISIONS PV MODULE �20 DE5CRIPTION DATE REV RACKING RAIL I III I 111 � oO o ORIGINAL 12-23-2022 O ATTACHMENT POINT NEW PV PANEL TYP. 15-5- - — I -52 _n\`L Zoo 1 Q�15o RPVISION I -I5-2023 B ---RAFTERS VV�� �'00 1 0oco -0—ROOF PITCH ANGLE BSUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CHIMNEY CONTRACTOR ® ®COMPOSITE SHINGLES GODO CONDITION Lrr �POTENTIAL SHADING ISSUES I�iTRIM/REMOVE AS NECESSARY 3G"x 3 ROUND ACCE55 TYP. ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK,, NY 1 1952 LICENSE # G74G I-HI m LICENSE # 52G89-ME m N 33'-84" A 4oA� ® "ti�JECT NAME LLL U EXISTING MAIN ELECTRICAL SERVICE PANEL —^ ACCF55 ROOF LLI z m� ACCE55 ROOF QLU v, LU >- � — z w Q � � O Q Q O LL' 0O J O O X �r=FT NAM` o OF NENEWP � A G,GsO1�� SITE PLAN "NOTE r- n". y w THE ROOF SETBACK/PATHWAY SHALL NOT BE n w REQUIRED TO ROOFS WHEN OPPOSING OP - = DRAWING SCALE ADJACENT ROOF IS ACCESS ROOF IN O �03443 � I /QII = I I-OII ACCORDANCE WITH R324.G.I EXCEPTION OF v 2020 NYS RESIDENTIAL CODE. ARO ss0l� CONSTRUCTION NOTES 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 5HEE-N;MSER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PV-2 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000-90-3-3 Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5R MST 10C CONSTRUCTION SUMMARY DESIGN 6 DRAFTING BY: (28)QCELL Q.PEAK DUO BILK ML-G 10+ 400 WATT PV MODULES ELEMENT ENERGY LLC (DIMENSIONS: 74"X 4 I.I"X I.3") O° REVIEW BY J.M.NABCEP CERTIFT (28) ENPHASE IQ8PLU5-72-2-U5 MICRO INVERTERS ! osl I Iz-129 (9G)ATTACHMENT POINTS @ G4"O.C. MAX. REVISIONS (347.7)LF IRONRIDGE XRI 00 MOUNTING SYSTEM. 0 ROOF TYPE: ASPHALT SHINGLE (SINGLE LAYER) 1`Z DESCRIPTION DATE REV ORIGINAL 12-23-2022 N CONSTRUCTION OTES REVISION I I-15-2023 B 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 24 -24 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 'NOTE I.)THE ROOF SETBACK/PATHWAY SHALL NOT BE ARRAY#2 ARRAY#I REQUIRED TO ROOF5 WHEN OPPOSING OR 14 MODULES 14 MODULES CONTRACTOR ADJACENT ROOF 15 ACCESS ROOF IN zr PTcr, zr PITCH 290°AZI M!"- I I CP AZIMUTH ACCORDANCE WITH R324.G.I EXCEPTION OF 2020 NYS RESIDENTIAL CODE. ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 195 TYP. LICENSE#G74G 1-HI LICENSE# 52G89-ME m N U, PROJECT NAME � � W rn � m U W z [� p � 6� I 21 p - ACCE55 ROOFLLJIV Q ACCESS ROOF (() ( z � iLjp � OO O W O LEGEND () O o DOSTING UT1UTY METER MAIN SERVICE PANEL NEW PV SUB-PANELS A/C DISCONNECT COMBINER INVERTERS GNO ELECTRODE PV MODULE ROOF DETAIL RACKING RAIL OF NEIN Y O ATTACHMENT POINT ,�P _QO A GOp AG ---RAPIERS -*--ROOF PITCH ANGLE QQ :.� Z �VII = I-�II B SUNRUN METER n ®VENT Z N � _-�- 0PLUMBING VENT F� 103g43 A ®SKY UGHT CHIMNEY �OFESSIONP�' ® ®COMPOSITE SHINGLES PV-3 GOOD CONDITION POTENTIAL SHADING ISSUES TAX MAP: 1000-90-3-3 TRIM/REMOVE AS NECESSARY, Zoho Sign Document ID 2A768FFA-AHIVKFOW BAG NAV5GZVG-9-KCCJJL2153ACJ5R MST 1OC LOAD CALCULATION ARRAYS k -2 ITEM DESCRIPTION ARRAYS#I-2 DE51GN 4 DRAFTING BY: RD Rid e Beam/15oarri 2"X 1 2" D. FIR ELEMENT ENERGY LLC R Roof Rafters 2"X 8" D. FIR I G"O.C. REVIEW BY J.M.NABCEP CERTIFIE MODULE WEIGHT(Lbs) 48.4 05 1 1 1 2-1 29 (D) Deckin 314" PLYWOOD #OF MODULES 4 (P) Pitch 27Q (J) Ce111n Joist 2"X 8" D. FIR REVISIONS G"O.C.TOTAL MODULE WEIGHT(Lbs) G77.o 11 tlorizontal Span of R I G8° MAX. DE5CRPTI0N DATE REV TOTAL LENGTH OF RAIL(Ft) 1 73.8 OF NELN ORIGINAL 12-23-2022 RAIL WEIGHT PER FOOT(Lbs) 0.68 �QX� O A G �O REV15ION 1 1-15-2023 13 TOTAL RAIL WEIGHT(Lbs) 1 5.2 #OF 5TRANDOFF5 48 * p * (R) WEIGHT PER 5TRANDOFF(Lbs) 2 0 1J (D) cn 2 TOTAL STANDOFF WEIGHT(Lbs) 9G U) "— axs_ate—- j TOTAL ARRAY WEIGHT(Lbs) 89 i.8 �O AR 103443 � POINT LOAD(Lbs) 8.G C SS►ONP CONTRACTOR TOTAL ARRAY AREA(5q Ft) 299.7 ARRAY DEAD LOAD(Lb5/5g Ft) 3.0 ELEMENT ENERGY, LLC. 7470 SOUND AVE ROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN FLOOD (C) MATTITUCK, NY 1195 SNOW DESIGN Frost DESIGN UNDERLAYMENT HAZARDS" FREEZING ANNUAL LICENSE # G74G 1-111 LOAD' Speeda Topographic 5peaal Wmdborne CATEGORY, Weathering' line Termite TEMP` REQUIRED" INDEX, TEMP LICENSE# 52G89-ME (mph) effects wind region debns zone' depth' ) 20 140 NO NO 110 B 5EVERE 3 FT MDT 1 So F YES EAVY ZONE X 599 5 1 MANUAL J DE51GN CRITERIA" Indoor NAME Winter Summer sig n Elevation Latitude heating cooling Altitude correction factor de tempera Design temperature cooling Heating temperature difference - (ha W ture U 08 FT 4 1°N I5°F 80 F 1.00 70°F 75"F 55 1 J) LL] z l Wind Wind Coincident Winter -ooling temperature difference velocity velocity Daily range Summer humidity _ ` heating cooling wet bulb humid W ,ty n l ROOF FRAMING DETAIL n LLJ 5=F 5 MFH 73 MPH 72 F MEDIUM(M) G0'L- 32 GR @50%RH � C (� z For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. V J a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible "moderate"or"severe"for concrete as MODULE MOUNTING CLAMP determined from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. — O b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction SOLAR MODULE Q shall fill in the frost line depth column with the minimum depth of footing below finish grade. \_/ 0 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. STAINLESS STEEL 3/5' 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 LL_j C O on a site-specific basis in accordance with Section R301.2.1.4. _J 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 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 O see Figure 1. 1). NRIDGE ALUMINUM RAIL f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. ALUMINUM'L"BRACKE- g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: ALUMINUM FLASHING i.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ST�I I�T The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ASPHALT SHINGLE ROOF I V I V h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the 5/1 G"x 6"5TAINLESS effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." STEEL LAG BOLT WITH i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) 2 1/2"MIN THREAD value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" PENETRATION SEALED j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method WITH GEOCEL 4500 DRAV IN� n 1 (Base 32"F)." (EQUIVALENT OR BETTER) k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the AS NOTED jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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 "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. [CORRUGATED STEEL ROOF] [FLAT ROOF] n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or lb from ACCA Manual J or established criteria determined by the EE"c:V Ff e jurisdiction. p\�/�_4 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 � r 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. TAX MAP: 1000-90-3-3 MOUNTING DETAIL (') See Figure R301.2(4)B.