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49160-Z
TOWN OF SOUTHOLD BUILDING DEPARTMENT � f TOWN CLERK'S OFFICE " SOUTHOLD, NY atiW 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 PIA t 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 10/24/2024. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 Total, $200.00 Building Inspector Zoho Sign Document ID:2A768FFA-PUCaNUNJ-(3UBTX-ETUUAHJ2VA87YMKC:MVOR-UDP63XJS TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt ps:,// ^ .sou tti,ol tt>wnn .gm N Date Received PERMITAPPLICATION FOR BUILDING For Office Use Only ��LPERMIT NO. Building Inspector: ~'"Y AW Applications and forms must be filled out in their entirety. Incomplete B ILDI U NG DEP'P. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF1917M"MOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S) 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 Zoho Sign Document ID:2A768FFA-PUGNUNJ-GUBTX-ETUUAHJ2VAS7YMKUMVOR-UDP63XJS 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? ❑Yes ✓No IF YES, PROVIDE A COPY. I✓Check lBox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Charles Jacabacci ✓Authorized Agent El 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 ;L� day of J 20 2Z LOUIS J ROMEONotify Public Notary public,State of New York No,01 R06314813 ouamed in Suffol,k County commission Expires November t7,20,6 PROPERTY OWN IIER AU1011RIZATION Ilf I ) (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. M—"-6'I- oal-- - Jan 23 2023 Owner's Signature Date Melinda Orlie Katsiris Print Owner's Name 2 NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^ 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102MFA* .'0 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD 7470 SOUND AVENUE SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449444-5 95991 07/13/2022 TO 07/13/2023 7/19/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449 444-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SU'R NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 126776733 DATE(MMIDDIYYYY ACR" CERTIFICATE OF LIABILITY INSURANCE 7/21/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ier )must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME ROBERT S. FEDE INSURANCE AGENCY ".ittHvWSTT-366=1760` FA-X--N- 63f-385-1766 �a �_�a).L._..._ 23 GREEN STREET,SUITE 102 EMAM HUNTINGTON, NY 11743 OA�ss . J ROBERTS. FEDE INSURANCE 523 AIC# ...� .. --- #MSURER 5^nAFFORDING COVER_ .. E ATLANTIC CASUALTY INS. 210 INSURER STATE NURANE FUND CO.. ......" ... .............�.,.,_---- .........____..... .. _ ..... --- NSURED INSU (Element Ener LLC INSURER GENERAL STi POrN7 81 d 9y INSURER BC F _ ELEMENT ENERGY SYSTEMS SHE'D PO TCO INSURER D RMA 7470 SOUND AVENUE INSURER E: -......�E rN UR MATTITUCK, NY 11952 - .. ........ INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ............. ... .. mry __. m. .......... 1 ---— TR TYPE OF INSURANCE trDL SUB- POLICY NUMBER ftA,Ml(ICI EF Y MM ODS EXP LIMITS INSD IYYYY _.._1 CLAIMS-MADE L....... OCCUR ICL00275204 7/14/2022 7/14/2023 I Aft SES„{�.Esoc a rence,l.,_.., .$ ..... ,------- 000 COMMERCIAL GENERAL LIABILITY I 000 000 ne �{ � +�'" .f X X � DANYAL,"'��7�rJ RENTED 5000 X Contractual #D IMA389203A PERSONAL X ' &ADV INJURY $ 3000000 _G ----- 3 000,000 GEN'L AGGREGATET APPLIES PER: I 7/14/2022 7/14/2023` GENERAL AGGREGATE f$ __ ---� OTHER, PRO- POLICY X JECT I LOC PRODUCTS-6�MB9 EDSIN COMP/OP AGG AUTOMOBILE _ $ MOBILE LIABILITY T $ ANY AUTO BODILY INJURY(per pell .......,..._ .-.,. person) $ ..--.. ._ . _. . ..-- OWNED SCHEDULED BODILY INJURY(Per accident) $AUTOS ONLY AUTOS iO .... HIRED NON-OWNED 1_J�RPERrY�AMACL $ AUTOS ONLY AUTOS ONLY �... -...... UMBRELLA LIAB OCCUREACH OCCURRENCE ..... I$ ---. ......-...... J CLAIMS-MADE. EXCESS LIAB AGGREGATE � $ DED.F 1-RET EN_ TION$ $ 'WORKERS COMPENSATION 124494445 PER OTH AND EMPLOYERS'LIABILITY J ANY PROPRIETORIPARTTNERIEXECUTIVE YIN I 7/13/2022 7/13/2023 „L EACH A 5T B (Mandatory in NH EXCLUDED? N/A` E._L..DISEASECIEA EMPLOYEE$ „� COQ.. ( rY ) M, If yes,describe under DESCRIPTION OF OPERATIONS below ;E.L,DISEASE POLICY LIMIT $ NY State DBL DBL567527 1/01/2022 1/01/2023 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER IS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54.375 MAIN ROAD ACCORDANCE WITH THE POLICY PROVISIONS. SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE 2OBEIRr s FEDE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Zoho Sign Document ID:2A768FFA-PUCiNUNJ-(3UBTX-ETUUAHJ2VAS7YMKUMVOR-UD P63XJS S1 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err,@southoldtownn,y.gov - seand southoldtovnn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Jan 23 2023 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#: kk k email: Tax Map District: 1000 Section: 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 18PLUS-72-2-US and 28 Solar PV modules QCELL Q.PEAK 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# Nev 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 Form.xls Zoho Sign Document ID:2A768FFA-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. Oo AEG YO Great Eastern Services, Inc. CO �,� PO Box 240 24 Harvey Rd w Riverhead, NY 11901 F� ��34�3 �lr� Office: 631.543.9555 AR�10344 NPR Mobile: 631.235.0189 Email: jerrygiustra@gmaii.com Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC S -' """�'• ; DESIGN S DRAFTING BY: F ORK 2s ELEMENT ENERGY LLC TO INSTALL A 1 1.2 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE ORLIE KAT51RI5 RESIDENCE, s ?;` l,y� ayr REVIEW BY J.M.NABCEP CERTIFIE �. 05 1 1 1 2-1 29 LOCATED AT 400 LAKESIDE DR N,SOUTHOLD, NY 1971. ' ''f "' Shelter Island e THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID F souttio"IdI` µ4 ~ THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. :' Shelter island REVISIONS 1E5CRIPTI0N DATE REV Ilk CD ORIGINAL 12-23-2022 SYSTEM RATING ;r Vj.d6'Bea n9 # onic 1 1.2 kW DC STC t :t EQUIPMENT SUMMARY �� 28 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES 28 ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTERS I' CONTRACTOR I IRONRIDGEXR100 MOUNTING SYSTEM --------------- SHEET INDEX PV-I COVER t = � ELEMENT ENERGY, LLC. PV-2 51TEPLAN PROJECT LOCATION 7470 SOUND AVE PV-3 ROOF PV LAYOUT MA-MTUCK, NY 1 1952 PV-4 STRUCTURAL/DETAILS#SECTIONS LICENSE # G74G I-HI PV-5 3-LINE PV-G LABELS ELECTRICAL DIAGRAM �OF NEW LICENSE # 52089-ME o N GOVERNING CODES �P=� � A c'Gs � 0° 2017 NATIONAL ELECTRICAL CODE. 2020 RESIDENTIAL CODE OF NEW YORK STATE, 0 , W I e�� PROJECT NAME 2020 FIRE CODE OF NEW YORK STATE. (n : �, ° ° _ r ASCE 7-1 G AND NFPA-70, - b W 270 490 E N ��x=_ ti. W UNDERWRITERS LABORATORIES(UL)STANDARDS BOA '03443 �, 240° 120° OSHA 29 CFR 1 910.2G9 R�FESSIO 210° 150° U-i Z [� GENERAL NOTES 180, o CL/ 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT S LU L1_J 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 cL/ � APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP Q INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF,' IF REQUIRED. Q O COMPLETED OPERATION, ETC. ADEQUATE FO 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND R THE PURPOSES �[ ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO LU O COMMENCING WITH WORK. _ JURISDICTION. 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE (f) 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 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 LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT pp FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES *REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8.THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE IN A LEGAL MANNER ON n� .T.5. 14. AT THE COMPLETION SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE WEEKLY BASIS E SOONER IF CONDITIONS WARRANT. I V I PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. TION 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 SHEET NUMBER 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 HIS WORK. _ TAX MAP: 1000-90-3-3 Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC LEGEND DESIGN 4 DRAFTING BY: EXISTING UTILITY METER MAIN SERVICE PANEL REVIEW ELEMENT ENERGY CE BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS p° 051112-129 A/C DISCONNECT COMBINER `INVERTERS v Q GND ELECTRODE Q REVISIONS DESCRIPTION - DATE REV PV MODULE ORIGINAL z-zs-zozz —RACKING RAIL 1 51-5 I„ 5-5 I° "�� O ATTACHMENT POINT 2 2 V" 2�0°21p° 1CLp° ---RAFTERS PROOF PITCH ANGLE r—,F ISUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES GOOD CONDITION ❑POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY 30 x 30 GROUND ACCESS TYP. ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 155 ;T LICENSE # G74G I All LICENSE # 52G59-ME 33,-84EMIZ %G ice/ j PROJECT NAME W vg z - ACCESS ROOF / Q Z ACCESS ROOF � � —_ % � LU z IV � o � oF- = t0 I 0 0 SHEET NAME COP e oAo,G0 SITE PLAN * � C� � * ittiS�rG 'NOTE 1 .)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE n L REQUIRED TO ROOFS WHEN OPPOSING OR DRAWING SCALE ADJACENT ROOF 15 ACCE55 ROOF IN NCO 4 703 4 !` I/QII = I I-oII ACCORDANCE WITH R324.G.I EXCEPTION OF V 2020 NY5 RE51DENTIAL CODE. AR�FESSIDNP� CONSTRUCTION NOTES SHEET NUMBER 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: 1 000-90-3-3 Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC CONSTRUCTION SUMMARY DESIGN 4 DRAFTING BY: (26)QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES ELEMENT ENERGY LLc ° REVIEW BY J.M.NABCEP CERTIFIE (DIMENSIONS: 74"X 4 1 .1"X 1 .311) 0 (28) ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTERS O51 I2-129 (9G)ATTACHMENT POINTS @ G4"O.C. MAX. (347.7) LF IRONRIDGE XR 100 MOUNTING SYSTEM. 0 ° REVISIONS ROOF TYPE: ASPHALT SHINGLE(SINGLE LAYER) 20 DESCRIPTION DATE REV 31, 1 ii O° 1 Q ORIGINAL 12-23-2022 CONSTRUCTION NOTES 24 24 2� Q �' 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Cj 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ARRAY#2 ARRAY#I MINIMUM NEMA 3R RATING. 14 MODULES 14 MODULES 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 27'PITCH 27'PITCH FIELD VERIFICATION. zso AZIMUTH 110'AZIMUTH *NOTE 1.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE covrRAcroR REQUIRED TO ROOFS WHEN OPPOSING OR ADJACENT ROOF IS ACCESS ROOF IN 36"z 36"GROUND ACCESS TYP. ACCORDANCE WITH R324.G.I EXCEPTION OF 2020 NYS RESIDENTIAL CODE. ELEMENT ENERGY, LLC. 7470 SOUND AVE m ,m MATTITUCK, NY 1 1952 'm 'm LICENSE # G74G I-HI ;X LICENSE # 52G89-ME .m N PROJECT NAME (LLJ ACCESS ROOF v _ LUzl� ACCESS ROOF m i/ C LLJ LL LL1 C o � �zJ O O = 1- 0 LEGEND IL/ ®o O EXISTING UTILITY METER O MAIN SERVICE PANEL �NEW A/C NSCONPANELS of NEW�O SHEET NAME A/C DISCONNECT INVERTERS �P W O A .2, GND ELECTRODE PV MODULE * ROOF DETAIL RACKING RAIL W o ATTACHMENT POINT Y llti ---RAFTERS � N �� 103445 DRAWING SCALE -*--ROOF PITCH ANGLE A MSUNRUN METER ROrEssl I/811 = I 1-011 ®VENT 0PLUMBING VENT ®SKY LIGHT SHEET NUMBER ®CHIMNEY \ I COMPOSITE SHINGLES I P V/ _3 GOOD CONDITION DPOTENTIAL SHADING ISSUES TAX MAP: 1000-90-3-3 TRIM/REMOVE AS NECESSARY , Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC LOAD CALCULATION ARRAYS#I-2 ITEM DESCRIPTION ARRAYS #I-2 DESIGN$DKAMNG BY: RD Rid e Bearrl/Boarcl 2"X 12" D. FIR ELEMENT ENERGY LLC ! of NE BR) Roof Rafters 2"X 8" D. FIR 051 1229 I G"O.C. REVIEW BY J.M.N MODULE WEIGHT(Lbs) 48.4 B CERTIFIE �( (D) Deckin 3/4' PLYWOOD -129 #OF MODULES 14 AP pR0 A G/G (P) Pitch 27� � S REVISIONS TOTAL MODULE WEIGHT(Lbs) 677.E * �_ * Jl Ccihin Joist 2"X 8" D. FIR I G"O.C. r— as (H Horizontal Span of(R) I G8" MAX. DE5CRIFiION DATE REV TOTAL LENGTH OF RAIL(Ft) 173.8 ORIGINAL 12-23-2022 n Ll Tn RAIL WEIGHT PER FOOT(Lbs) 0.68 Zkp ItlLjrCn TOTAL RAIL WEIGHT(Lbs) 1 18.2 ;Q 1344 3 #OF 5TRANDOFF5 48 A (� RoFEss�o�P WEIGHT PER STRANDOFF(Lbs) 2 (D) TOTAL STANDOFF WEIGHT(Lbs) 96 TOTAL ARRAY WEIGHT(Lbs) 891.8 CONTRACTOR POINT LOAD(Lbs) 8.6 TOTAL ARRAY AREA(Scl Ft) 299.7 ARRAY DEAD LOAD(Lbs/Sq Ft) 3.0 ELEMENT ENERGY, LLC. 7470 SOUND AVE VANDDESIGN SUBJECFTO DAMAGE FROM (C) MATTITUCK, NY 1 1052 GROUND SELWAIC ►ANIM ICE BARRIER AIR MEAN SNOW Speed Topographic Special WuuDtarne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LICENSE # G74G I-HI LOAD° peedeffeasg wind debris Weatherine a Temites TMpe REQUIRED HAZARDSt IND& TEMPi ( ) LICENSE # 52G69-ME(mph region' em line 20 140 NO NO NO B SEVERE 3 FT HEA TO VY 15°F YES ZON X 599 51°F I,1ANunLJ DESIGN cersgRlaa t> Summer Altitude design Design Heatinpest PROJECT NAME Elevation Latitude heating cooling correction factor deerat temperature coaling temperature temperature ddiererrce (H W 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F COOF 119 Wind Y,Yrnd Coincident Daily Winter Summer (J) remperature difference velocity wet bulb range humidity humidity heating cooling ^^// 11'F 15 MPH 7.5 MPH I 72-F MEDIUM(M) 40% 32 GR @50%RH V l For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL n E2 I_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 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 _ (� 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. R/ ]J_[ b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction — shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP 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. 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 SOLAR MODULE _ on a site-specific basis in accordance with Section R301.2.1.4. O e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York STAINLESS STEEL 3/8" 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 BOLT AND NUT _W O see Figure R301.2(1).] J f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. (Z 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: ALUMINUM"L"BRACKET I.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and Ill.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." ST RU 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)" ASPHALT SHINGLE POOP 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 6"x 6"STAINLESS STEEL LAG BOLT WITH (Base 32°F)." 2 112"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 DRAWING SCALE 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) F "YES"and identify any specific requirements.Otherwise,thejurisdiction 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 1 b from ACCA Manual J or established criteria determined by the jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at [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. SHEET NUMBER (') See Figure R301.2(4)B. PV-4 TAX MAP: I C100-90-3-3 MOUNTING DETAIL I Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC DESIGN&-DRAFTING BY: 50LAP ARRAY ON MAIN HOUSE 1 1.2 kW �! of NEIV r ELEMENT ENERGY LLC (28)QCELL Q.PEAK DUO BLK ML-G 10+ 400 WATT PV MODULES ` REVIEW BY J.M.NABCEP CERTIFIE (2)STRINGS OF(10)MICRO-INVERTERS�(1)STRING OF(8)MICRO-INVERTERS �P PRp A G7G O,A 051 1 1 2-1 29 (3)STRINGS TOTAL C�o TO UTILITY GRID REVISIONS 4�v DESCRJFTION DATE REV STRINGS #1-2 m �- ---------------- -- II 2 ORIGINAL )2-23-2022 L-- -- -- --� 2�, -- -- -- BI-DIRECTIONAL �O 703445 0344 �= o UTILITY METER i0 I-PHA5E.240 V r- ------------------- ------ ------ --- --Ej --- --- ,40FESS100! --- ------ ---- ------ ------ --- ------ ---- ---- -- I 1 N I I POINT OF 114TEPCONNECTIO14 I PER NEC 240.2 I(B)(I)6 G90.G4(A) LENGTH OF TAP CONDUCTORS STRI N G #3 MICRO-INVERTER SHALL NOT EXCEED 10 FT ENPHASE 108PLU5-72-2-U5 --_240 VAC. 1.21 A I _ 97%CEC-WEIGHTED EFF. � N I - -- - - - - -- -- - - - - -- - - - - - - - NEMA G' UL LISTED CONTRACTOR � TYPICAL 1 - ------- ------ ------ ------ `----- ------ _- _- -- MAIN SERVICE DISCONNE CT ELEMENT ENERGY, LLC. ENPHA5E BRANCH C IRCU IT CABLE TYPICAL 7470 SOUND AVE 1 MATTITUCK, NY 1 195 ( AC DISCONNECT LICENSE # G74G 1411 5ODD223NPD LICENSE # 52G(59-ME I 240 VAC.GO A NEMA 3R.UL LISTED 1 r kO i 1 (2)50 A FUSE5 OA 50A I ' � F 1 PROJECT NAME I MAIN SERVICE PANEL 1 1 W lV I-PH.3-W W - -- 24 OVA C I r -- B -----AC COMBINER BOX 4 6 --------------------------------------------------- I N 200A 240 VAC.BOA W_ L NEMA 3R.UL LISTED I I (3)20 A DOUBLE POLE BREAKERS i I G1 C1 j I I EXISTING GROUNDING in I I I I ELECTRODE SYSTEM L------------------------------------- -------------' lLl WIRE CONDUIT SCHEDULE (f) � J CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% O I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE O 310.15(B)(3) 3 1 0.1 5(B)(2a)0a) I INVERTERS COMBINER PANEL AWG#1 2 1 G 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I" 559C 0.84 80 FT 2.0% W OR EMT = -I- Q 2 COMBINER PANEL AC DI5CONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 450C 0.95 25 FT 0.5% a/ (� 3 AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC P, 459C 0.95 10 FT 0.2% Q ELECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ani Calculation CONFIGURATION 3-LINE D I A. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(5)(I)]: (Isc)'(#ofstrmgs)'(I.5G) = 1 5.13 A Modules per String 12 MAX. R 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#12,ampacity'Temp Derate= 23.52 A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,O 'VALLEY. Modules per Inverter 1 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 1 10.2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 2 I 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) =42.35 A Record low temp -1 02C FURNISH ALL NECE55ARY OUTLETS, SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL AWG#8,ampacity'(femp Derate)'(Conduit Fill Derate) = 52.25 A Voc Temp Coefficient -0.24176/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 THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 42.35 A Operatincl Current 10.8 A N .T.5. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(Temp Derate)'(Conduit Fill Derate) = 71.25 A Operating Voltacje 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 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.G.VIA WEEB LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO GBL-4DBT LAY-IN LUG. AC Output Current 3 I 7G A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/necgative) Max . PV-5 OR O eratin AC Volta e 21 V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP: 1000-90-3-3 Zoho Sign Document ID:2A768FFA-AHIVKFQWBAGNAV5GZVG-9-KCCJJL2153ACJ5RMST1 OC DESIGN 4 DRAFfiNG BY: SERVICE METER OI O7 INSTALLATION NOTE ELEMENT ENERGYLLC ® /I '-7l SOLARPVSYSTEM $ PHOTovo�TAiC s • • • . ( 1 ) ALL LABEL SHALL BE INSTALLED IN VIEW BY J.M. 12-129NAECEP-CERTIFIE \I /, � � O5 I i 12-129 l-/ EQUIPPED WITH 3SOLARBREAKERDC OISCONNECT ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® •• • • REQUIREMENTS. REvisioNs • DESCRI PiION DATE REV (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 12_23-2022 MAX SYSTEM VOLTAGE VDC SOLAR AC LOAD CENTER- OUTSIDE P f!DONOTRELOCATETHIS OR • REQUIRE FIELD VERI FI CATION. E OVERCURRENTDEVICE ° (3) LABELS, WARNINGS) AND MARKING 3 I�O SHALL BE IN ACCORDANCE WITH NEC TL�tN Izc,PID�li�rral si�rrc�I TO , O TIE'OFFPwTMTOSIfW M'.'N 1 10.2 1 (B). E PvSYSTMMDREM ,I ------- ---� — TION s"�Ic"�zaR°wTr r RAY 'J AC DISC T I `A"XE- (4) THE MATERIAL USED FOR MARKING ,� 6„� �oee7WrouoM NrsouaeEsvmx MUST BE WEATHER RESISTANT, IN I oscoxe�crsinr.,EnrssxowN SOLAR AC LOAD CENTER- INSIDE ®O T�•��-� CONTRACTOR COMPLIANCE WITH NEC 1 10.21 (B)(3). I 5 THE PV SYSTEM CIRCUIT CONDUCTORS 4 7 8 I I 7WD1WTLYavTRCIJffiW ING RNING �, ( ) ELEMENT ENERGY, LLC. O O O O ® � �° SHALL BE LABELED INSTALLED INBY&M EKE DUAL POWER SUPPLY 7470 SOUND AVE SDUqS,EXCLtD S SOURCES:UTILITY GRID COMPLIANCE WITH NEC G90.3IMATTITucK, NY 1195 AND PVSOLAR LICENSE # G74G I-HI DEVICE.MALL NOT EXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING YOB q - LICENSE # 52G(59-ME VARNING WARNING THIS SERVICE METER 1 AR ( `✓ f IS ALSO SERVED BY PROJECT NAME ELECTRIC SHOCK HAZARD PHOTOVOLTA9C SYSTEM PHOTOVOLTAIC SYSTEM TERM NALS ON THE LINSAND I COMBINER PANEL J LLI { LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS U — CONDUIT - OUTSIDE BUILDING —IN THE OPEN POSITION z ® C) -- - -- — -� L e — WA- NING • • W w DUAL POWER SUPPLY ,^ 7 SOURCES:.UTIUW GRID AND _ LUo MAIN SERVICE PANEL - OUTSIDE O , A CAUTION SOLAR CIRCUIT Q O O O O ACAUTION ~ SOLAR EI.ECTFZ;C SYSTEIA CQAAECI®I f D - 1- O OPHOTOVOLTAIC SYSTEM —i 6 � ' O WA' NG MAIN SERVICE PANEL - INSIDE I c OPERATING OPERATING VOLTAGE VOLTS POWER SOURCE it OUTPUT CONNECTION VSHEET NAME DO NOT RELOCATE THIS ® O OVERCURRENT DEVICE -- - ---� OF NEIN� LABELS C-9 � A 0 G�Gs� AC DISCONNECT/BREAKER (9 ��►� LLI DRAWING SCALE N .T.S. 103445 AROFESsloNP� SHEET NUMBER PV-6 TAX MAP: 1000-90-3-3 i powered by t' DV® 17 Ca ®YR TOP BRAND PV S EffADiE 2U21+ Warranty O CELLS pr.&c&Patomrmse Yield Security a_ BREAKING THE 207,EFFICIENCY BARRIER n/I Ilnl�l 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 the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent C_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.QTM. EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow(5400 Pa)and wind loads(4000 Pa). VV2c,� A RELIABLE INVESTMENT 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,96 h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 74.0 in x 41.1in x 1.26in(including frame) (1879 mm x 1045 mm x 32 mm) 74A•(16n..) 428'(SOBBmm) ]b.G(396.6mm) Weight 48.5 lbs(22.0 kg) Front Cover 0.13in(3.2mm)thermally pre-stressed glass with :4es(v60mm) anti-reflection technology f =+�Z=~ 1 4.Gm ftgpdnm°G18'(Q6mm) Frene Sack Cover Compositefilm 39.T(998mm) Frame Black anodized aluminum Cell 6 x 22 monccrystalline a.ANTUM solar half cells ® 411'(1046 mm) Junction Box 2.09-3.98in x 1.26-2.36in x 0.59-0.71in (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes x49T(1260m) Cable 4mm2 Solar cable;(+)>-49.2in(1250mm),(-)>-49.2in(1250mm) Lzz� e.D� han 4•Mounting g-(DETAIL A) 1 Connector Staubli MC4;IP68 I 1 r 1 V(32mm) tETNLA 063'(1Bmm) �1 T 0.96'(24.6mm)I -1-0.33'(B.6mm) ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/-0 W) Power at MPP' PMPP [W] 385 390 395 400 405 E Short Circuit Current' Isc [A] 11.04 11.07 11.10 11.14 11.17 E Open Circuit Voltage-' Voc IV] 45.19 45.23 45.27 45.30 45.34 .S Current at MPP IMPP [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VMPP IV] 36.36 36.62 36.88 37.13 37.39 Efficiency' 0 [%] >-19.6 >-19.9 >20.1 >>-20A >>>20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PMPP [W] 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Voc IV] 42.62 42.65 42.69 42.72 42.76 'c 2 Current at MPP IMPP [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VMPP IV] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances PMPP±3%;I6c;Voc t5%at STC:1000 W/m2,25±2°C,AM 1.5 according to IEC 60904-3•'800W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE l04 uo At least 98%of nominal power during first year.Thereafter max.0.5% z LLa ae m degradation g10o -- ----- ------ u of nominal power up to 10 years.At - ?z` least 86%of nominal power up to W 58 5 m -________________ � gg � J a 0 25years. --�-----�------�-----�----- , z �z 5 ° n4 All data within measurement toleranc- - b a m ------------•-___"----•. - AO 0:1 as.Full warranties in accordance with zoo 40o Boo Boo laoD a the warranty terms of the O CELLS IRRADIANCE[W/m') N o sales organisation of your respective o 4 m ss m a country. s.a°4�,�a9��en,ue lowmwn YEARS Typical module performance under low irradiance conditions in o comparison toSTC conditions(25°C,1000W/m2) L, m m TEMPERATURE COEFFICIENTS o Temperature Coefficient of Isc c [%/K] +0.04 Temperature Coefficient of Voc 0 [%/K] -0.27 � Temperature Coefficient of PMPP y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) m 0 9 PROPERTIES FOR SYSTEM DESIGN a w Maximum System Voltage V. IV] 1000(IEC)/1000(UL) PV module classification Class II o m Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 W Max.Design Load,Push/Pull3 [Ibs/ft2] 75(3600 Pa)/55(2660 Pa) Permitted Module Temperature -40°Fupto+185°F p Max.Test Load,Push/Pull3 [Ibs/ft2] 113(5400 Pa)/84(4000 Pa) on Continuous Duty (-40°Cupto+85°C) o m 3See Installation Manuel U U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 61730,CE-compliant, aj 0Quality Controlled PV-TUV Rheinland 0�-0IEC6atent 016,IE3,215(s larc ♦ ♦ oU.S.Patent No.9,893,215(solar cells), ■` (`� Horizontal 76.4in 43.3in 48.Oin 16561bs 24 24 32 ,. QCPV Certification ongoing. C US packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules UL 617 www.mv.mm '� uLenao io nn22mn E w Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwhe 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400.Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us ENPHASE. m - :: m WARNING IQ8 and IQ8+ Microinverters Easy to install Our newest IQ8 Microinverters are the industry's first microgrid-forming,software- Lightweight and compact with defined microinverters with split-phase power conversion capability to convert DC plug-n-play connectors power to AC power efficiently.The brain of the semiconductor-based microinverter Power Line Communication is our proprietary application-specific integrated circuit(ASIC)which enables the (PLC)between components microinverter to operate in grid-tied or off-grid modes.This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times Faster installation with simple to changing loads and grid events,alleviating constraints on battery sizing for home two-wire cabling energy systems. High productivity and reliability ---?-----r - Produce power even when the a - grid is down* More than one million cumulative `a I hours of testing year firn ited ° warranty • Class II double-insulated Part of the Enphase Energy System,IQ8 Series I08 Series Microinverters redefine reliability enclosure Microinverters integrate with the Enphase IQ Battery, standards with more than one milfion cumulative Optimized for the latest high- Enphase IQ Gateway,and the Enphase App monitoring hours of power-on testing,enabling an Industry- andpowered analysis software. leading limited warranty of up to 25 years. p Microgrid-forming • Complies with the latest advanced grid support** CERTIFIED SAFETY • Remote automatic updates for the latest grid requirements Connect PV modules quickly and easily to IQ8 Series IQ8 Series Microinverters are UL Listed as • Configurable to support a wide Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations,when installed according to range of grid profiles manufacturer's instructions. • Meets CA Rule 21(UL 1741-SA) requirements ©2022 Enphase Energy.All rights reserved.Enphase,the Enphase logo,IQ8 Microinverters,and other 'Only when installed with IQ System Controller 2, names are trademarks of Enphase Energy,Inc.Data subject to change. meets UL 1741. •'IQ8 and I08PIus supports split phase,240V I08SP-DS-0002-01-EN-US-2022-03-17 installations only. IQ8 and IQ8+ Microinverters w INPUT DATA IDCI A .1 Commonly used module pairings' W 235-350 235-440 60-cell/120 half-cell,66-cell/132 half-cell and 72-cell/144 Module compatibility 60-cell/120 half-cell 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 1 A .I A • Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal(L-L)voltage/rangO 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 2 3 cycles Arms 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) 0.85 leading-0.85 lagging Peak efficiency % 97.5 97.6 CEC weighted efficiency % 97 97 Night-time power consumption mw 60 MECHANICAL DATA Ambient temperature range -400C to+60°C(-40°F to+140°F) 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(2.38 Ibs) 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. 1O8SP-DS-0002-01-EN-US-2022-03-17 ANAL IRON RIDGE Flush Mount System ZZ e�I / O 4 a 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. 1111111111111 .: ; XR Rails O XR10 Rail XR100 Rail XR1000 Rail Bonded Splices A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-drilling screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear and black finish • Clear and black finish • Clear anodized finish • Forms secure bonding Clamps & Grounding O UFOs Stopper Sleeves Grounding Lugs Microinverter Kits 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 , 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, -- - NABCEP engineered system. For free. while learning more about our systems. _ - Go to IronRidge.com/design Go to IronRidge.com/training .. .. ... o n ..... .. .. .. .a