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HomeMy WebLinkAbout48714-Z . TOWN OF SOUTHOLD " � 'w;, BUILDING DEPARTMENT k TOWN CLERK'S OFFICE SOUTHOLD, NY u y BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48714 Date: 1/10/2023 ITITITITITITITITITITITmmm Permission is hereby granted to: Hands, Venetia...������......._._.. .�........................... _.. _.........�...... �__....��..... _ PO BOX 398 57 Orient, NY 119.. ............. __. _.. .v.._. �.r ...... _.............._. To: Install roof mounted solar panels to a single family dwelling as applied for per manufacturers specifications. At premises located at: 255 S View Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-3-11.3 Pursuant to application dated 11/17/202 2 and approved by the Building Inspector. To expire on 7/11/2024.mmmmm Fees: SOLAR PANELS $50.00 CO- RESIDENTIAL $50.00 ELECTRIC $100.00 Total: X- mmmm ITITITITITIT $200.00 .. _ _-- Building Inspector Zoho Sign Document ID:DSUXUUVUXX7UREUS2UTBYU6IVWHNPKXHPNXWEFK4Z_8 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 :d'/ww-wv,. otbtholdto iii .,,(Z(°v "w,�q,srs atl Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only a LV "- PERMIT NO. 96 111 Building Inspector, Y -. F 1 7 "91� Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an mm, Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Christine Novack SCTM#1000- 3 — Project Address: 255 South View Dr. Orient Point NY 11957 Phone#: 917-363-4445 Email:' Mailing Address: CONTACT PERSON: Name: Charles Jacabacci Mailing Address: 7470 Sound Ave.,Mattituck, NY 11952 Phone#: 631-388-7041 Email: charles.jacabacci@e2sys.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: =mail- 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 J71Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ✓Other 10.8 kw?,W mounted solar PV system (28) QCELL Q.PEAK DUO BLK $ 73,468.00 Will the lot be re-graded? ❑Yes ✓No Will excess fill be removed from premises? ❑Yes ✓ No 1 Zoho Sign Document ID:DSUXUUV(3XX7UREU52UTBYU6IVWHNPKXHPNXWEFK4Z_8 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. ✓Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Charles Jacabacci ✓Authorized Agent ❑Owner Signature of Applicant: Date: Oct 14 2022 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 20 Notary Public PROPERTY OWNER AU1 110111-1111ZArliON (Where the applicant is not the owner) I, Christine Novack residing at Christine Novack do hereby authorize Element Energy LLC to apply on my behalf to the Town of Southold Building Department for approval as described herein. Oct 14 2022 Owner's Signature Date Christine Novack Print Owner's Name 2 47--qll\N� SIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 111 w' . ^^^^^" 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 ° *rye ," HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF RIVERHEAD DBA ELEMENT ENERGY SYSTEMS 755 EAST MAIN STREET 7470 SOUND AVENUE RIVERHEAD NY 11901 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449444-5 493712 07/13/2019 TO 07/13/2020 11/19/2019 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 INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 627860999 U-26.3 DATE(MMIDDNYYY) C"R131 CERTIFICATE OF LIABILITY INSURANCE 11/19/2019 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(ies)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 NT`A' T NAME. ROBERTS,FEDE INSURANCE AGENCY PtaoNE '1534'a$54760 .... .....................................I4"WC -631-38'5-1766 �"............. P No Eredi 23 GREEN STREET,SUITE 102 E h1A(L S:ES HUNTINGTON,NY 11743 �A�"'""DOR �'_ """"" ROBERTS.FEDE INSURANCE INSURER(S)AFFORDING COVERAGE NAIC# -AC'CEPTANICE INDEMNITY INSURANCE ........ . ................ .... ........,. ....... .... ......... ,,,,. INSURER A: INSURED .............. INSURERS.STATE INSURANCE FUND................. ` Element Energy LLC INsuRERG:AMTIFS'UST'NORTRAMERI'C'A--- --- - ELEMENT ENERGY SYSTEMS INSURER D 7470 SOUND AVENUE INSURER E MATTITUCK, NY 11952 _._.....- ......... .... INSURERF: COVERAGES CERTIFICATE NUMBER: 112lu REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPEOFINSU ............. ,.�...�.� ... ��m""""""""""" I TRRR ................ INSURANCE pi)DLISUFSpi,J. """POLIGY N,,,....... .. .. .. ,.� POLICY EFF 1 POLICY EXP LIMITS UMBER MMI D MM09 BILITY .....COMMERCIALGENERAL LI ! l m1 A nOCCURRENCE s cG ncs) ±$ 1„0 00,000 XCL00275204 7/14/2019 7/14/2020 X �X DAMnGEY RENTED OCCUR 100,000 �...�....... A J 5000 -------_------ -MED EXP(Any one persan) $...... ............... ...,�00 _ ADV INJURY i$ 1000000 PERSONAL& GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE .. PROCOMPIOP AGG 2,-OOO O POLICY ..... ...-� LOC DUCTS............ ...- OO OTq-IER:. AUTOMOBILE LIABILITY COMBINED 9INGLE LIMIT 1 $ ANY AUTO BODILY INJURY(Per person) $ BODILY INJ.... ............................µ,�.... .......,.......,. OWNED SCHEDULED AUTOS r f URY(Peraccident) $ HIREDAUTOS ONLY '� AUTOS ONLY NON-OWNED ONLY PR R0PERT`"P DAM,h"iC3'1=.. ._ ...... _„„_,,,,_ { I AUTOS I I I IA X MBRELLA LIAR OCCURCLAIMS MADE EACH OCCU , , I XLOOOI 1240 7/14/2019 7/14/2020 AGGR GATERRENCE J $- 1 OOO OOO, EXCESS LIAB D... ED RETENTION$ ( i$ WORKERS COMPENSATIONAND EMPLOYERS'LIABILITY �24494445 7/14/2019 7/14/2020 - - �,X- ,,a.F ItJ:7E ( "�”F_RH 1 OO�,OQI) B fANY OFFICERER EXCLUDED ECUTIVE X N E.L EACH ACCIDEINT1111 $ /(Mandatory in NH) ❑ NIA X I EL DISEASE EAEMPLOYEE#'$ ...-.-,_.,.000,00.1. If yes,describe under DESCRIPTION OF OPERATIONS below E,L DISEASE-POLICY LIMIT $ NY State Disability WDLI0279340 7/14/2019 7/14/2020 statutory DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER LISTED IS AN ADDITIONAL INSURED CERTIFICATE HOLDER. CANCELLATION Town Of Riverhead SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 755 East Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Riverhead, NY 11901 AUTHORIZED REPRESENTATIVE Robs. FedeSr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f p o�- i3-3- � I �3 L� -7 �°�' ��S�S5p25 WGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court-Smithtown,NY 11787-3011 -(631)543-2953-fax(631)543-1526 E-mail:les4d@aol.com Tuesday, October 04, 2022 Element Energy Systems 7470 Sound Avenue Matt'duck, Now York 11952 Tel. 631-779-4004 Attu.: Mr. Mike Lawton, Principal' Re: Twenty=sdvgrjl (21)400-W PV`-:Roof_,_TdP Solar Paneh;i.10.8 kW Do T.-Miki.Otftutt& Novak Resideitce..-286S-oiiWh''View Drive; Orient__New York JJi957' Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys; representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys; and will be utilized for approval by the Building Department of Town of Orient and for construction of the proposed system. Based an the 'above documentation, I have evaluated the structural capacity of the existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The existing roof types are as follows: Solar Array#1: Single layer of asphalt shingles, 2"xT at 16" an center Douglas Fir rafters, D 2"xT at IT on center Douglas Fir ceiling joists, 2"xT at 16" on center, Douglas Fir collar ties, NOV 1 7 20 Roof pitch: 250, 22 5/8" thick plywood decking. BUMMING DE PT. .Structu[ral;Analy§is: TGIATN OF SOUTHIOLD The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 Ibs/sq. ft. Solar Array#1, Dead Load: 2.9 Ibs/sq. ft. Total Array#1 weight: 1678.8 Ibs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weight without damage, if installed correctly.The onsite inspection and the photographs show that the roof framing is in good conditions. However, the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time,then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately supportthe additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2020 Residential Code of New York State, SEVASCE 7-16 "Minimum Design Loads for Buildings and Other Structures, 2017 NFPA Standard 70°National Electrical Code", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, of NEW. • .,gyp,.;. ..-- g Q,C.:SCIgNO .. ARQFEssto 0" Luigi Claudio Sciandra, P. E. 2 SCOPE Of WORKS µ69NEvjOR . "° f ,"_ ' �,. DESIGN B DRAFTING BY: • w .,y _ ELEMENT EIJERGY LLC TO INSTALL A 10.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE NOVAK RESIDENCE, REVIEW BYJ.M.NABCEP CERTIFIE LOCATED AT 255 SOUTH VIEW DR, ORIENT, NY 1 1957. 05 I I I z-I z9 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS =FIUot lsidtld DE5CRIFT70N DATE REV SYSTEM RATING OrtencPoinftlighthouse ORIGINAL 09-29-2022 I 10.8 kW DC 5TC � Beach EQUIPMENT SUMMARY °ref=gin „n�East(vl��n State Pack. 27 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES u'ntyrPark zs ' 27 ENPHASE IQ8PLU5-72-2-U5 MICRO INVERTERS I IRONRIDGE XR100 MOUNTING SYSTEM CONTRACTOR Na Green port . ' S f1 EET INDEX Greenpo„,� , West. Derma Flarhor= PV-I COVER �a. .'j - Gs i,�& ELEMENT ENERGY, LLC. PV-2 SITE PLAN 7470 SOUND AVE PV-3 ROOF PV LAYOUT PROJECT LOCATION MATTITUCK, NY 1 155 PV-4 STRUCTURAL/DETAILS SECTIONS LICENSE # G74G I-HI PV-5 3-LINE ELECTRICAL DIAGRAM LICENSE # 52689-ME PV-G LABELS p t ~. l'u ! +��r r,_ �.r*{ GOVERNING CODES.°,� �° �. o 2017 NATIONAL ELECTRICAL CODE. g' 2020 RESIDENTIAL CODE OF NEW YORK 5TATE. 2020 FIRE CODE OF NEW YORK STATE. PROJECT NAME A5CE 7-1 G AND NFPA-70. { W 270°� o so°E UNDERWRITERS LABORATORIES(UL)STANDARDS 05HA 29 CFR 24O° 12O° >1910.2G9 ( LI_I GENERAL NOTES 210'180 150' U o L� 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT `S W THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE I1J _ HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK — AGREE THE SAME, AERIAL VIEW Lu 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED = Z APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, I O. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, TOWN COMMENTS AND APPROVAL STAMP �- AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES >Q 0 W_ 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO ALL RULES AND REGULATIONS OF THE RESPONSIBLE 0 � COMMENCING WITH WORK. JURISDICTION. z Ln 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE � WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS CV ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5HEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. SPECIFICATIONS. IN BOARD FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER G. ALL ELECTRICAL WORK SHALL DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C.NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING 3. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 DRAWING SCALE CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON S THESE DRAWINGS O ERTY OF THE E OF SERVICE ARE AND A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT. N .T.S. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. I RESULT OF HIS WORK. pV- I TAX MAP: 1000-0 1 3.00-03.00-01 1 .003 LEGEND EXISTING UTILITY METER DESIGN B DRAFTING BY: o MAIN SERVICE PANEL ELEMENT ENERGY LLC NEW PV SUB-PANELS REVIEW BY J.M.NABCEP CERTIFIE A/C DISCONNECT 051 1 1 2-1 29 COMBINER INVERTERS CLJ GND ELECTRODE REVISIONS OR PV MODULE DESCRIPTION DATE REV RACKING RAIL ORIGINAL 09-29-2022 O ATTACHMENT POINT ---RAFTERS ,*--ROOF PITCH ANGLE F-9SUNRUN METER ®VENT pPLUMBING VENT ®SKY LIGHT ® x /® GL r j, CONTRACTOR CHIMNEY f f �� w�+�@ I`q; .i COMPOSITE SHINES ./ ��Y� - df _ J/ h POTENTIAL SHADING POTENnAL SHADING ISSUES � t, � � ELEMENT ENERGY, LLG. TRIM EMOVE AS NECESSARY ` A 7470 SOUND AVE _} MATTITUCK, NY 1 1952 3G°x 30 GROUND ACCESS TYF. \I ,`° LICENSE # 6746 I-111 � .Y S`• P '� ��i�d'��Sv LICENSE # 52G89-ME I � I PROJECT NAME \W J W [� z � Ln m ACCESS ROOF W W \\ W / r � = z Q z 18°FIRE SETBACK(RIDGE \ p W O � z Ln p N 1 5'-O2" 5HEET NAME "NOTE 1.)THE ROOF SETBAMPATHWAY SHALL NOT BE 51TE PLAN REQUIRED TO DETACHED GARAGE IN /V ACCORDANCE WITH R324.6 EXCEPTION OF p° 2020 NY5 FIRE CODE 2.)THE ROOF SETBACK/PATHWAY SHALL NOT BE _ - 47'-0" .j �2j0° DRAWING SCALE REQUIRED TO ROOFS WITH SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL OR 240°LE55 IN ACCORDANCE WITH R324.G.1 D 090° I/QII = I I-OII � EXCEPTION OF 2020 NY5 FIRE CODE 210. CONSTRUCTION NOTES 18�°160.12�° 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SNEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. �`v,_ 2.) ALL OUTDOOR EQUIPMENT SHALL B R E RAINTIGHT WITH MINIMUM NEMA 3 RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000-0 1 3.00-03.00-0 1 1 .003 ' CONSTRUCTION SUMMARY - MAIN HOUSE -(27) QCELL Q.PEAK DUO BLK ML-G 1 O+ 400 WATT PV MODULES DESIGN 4 DRAFTING BY: (DIMEN51ONS: X 4 1 .1"X I.3') ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE (27) ENPHASE IQ8PLU5U5-72-2-US MICRO INVERTERS Al (72)ATTACHMENT POINTS @ 72"O.C. MAX. 0° 051 1 12-129 (335.3) LF IRONRIDGE XR 100 MOUNTING SYSTEM. ® ROOF TYPE: ASPHALT SHINGLE (SINGLE LAYER) REVISIONS�2j0° DE5CRIPTION DATE Rfv 2400 4 ORIGINAL 09-29-2022 CONSTRUCTION NOTES 900 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 2�0° c WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7g0°1S0�20° 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. S 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 'NOTE 1.)THE ROOF SETBACK/PATHWAY SHALL NOT BE REQUIRED TO DETACHED GARAGE IN ,.-�„--�.r - CONTRACTOR ACCORDANCE WITH R324.6 EXCEPTION OF 2020 NYS FIRE CODE -� ,r° .� 2.)THE ROOF SETBACK/PATHWAY SHALL NOT BE ELEMENT ENERGY, LLC.;:r �� •��� �,,, `�'� � 7470 SOUND AVE REQUIRED TO ROOFS WITH SLOPES OF TWO I r r+ 9 MATTITUCK, NY i 195 UNITS VERTICAL IN 12 UNITS HORIZONTAL OR LE55 IN ACCORDANCE WITH R324.G.I lZ LICENSE # 6746 I-hl EXCEPTION OF 2020 NYS FIRE CODE t e f LICENSE # 52G5O-ME k � 3G"x 3G"GROUND ACCESS TYP. Ir� Gt '6 PROJECT NAME \LLJ W a/ L ` U p Ln Lu w � Lu - ACCE55 ROOF W \ (V Q z > 0 Lu 18-FIRE SETBACK @RIDGE O ' LEGEND Ln O ®o EXISTING UTILITY METER N MAIN SERVICE PANEL NEW PV SUB-PANELS A/C DISCONNECT COMBINER INVERTERS SHEET NAME GNO ELECTRODE PV MODULE ROOF D ETAI RACKING RAIL 11-9 111 O ATTACHMENT POINT 2 ---RAFTERS -*—ROOF PITCH ANGLE DRAWING SCALE 59SUNRUN METER ARRAY#1VEN 23n_f 27 MODULES -4 Q11 1 11 ® T 25'PITCH I -O A PLUMBING VENT 134' ZIMUTH ®SKY LIGHT ®CHIMNEY SHEET NUMBER COMPOSITE SHINGLES P V-3 GOOD CONDITION POTENTIAL SHADING IssuEs TRIM/REMOVE AS NECESSARY TAX MAP: 1000-0 13.00-03.00-0 I 1 .003 LOAD CALCULATION ARRAY#I ITEM DESCRIPTION ARRAY#I DE51GN E DRAFTING BY: R13 Rid e Beam/Board 2"X 8" D. FIR ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 48.4 R Roof Rafter 2"X 6" D. FIR I G" O.C. REVIEW BY J.M.NABCEP CERTIFIE (D) Deckin 5/5" PLYWOOD 051112-129 #OF MODULES 27 (J) Ceilin Joist 2"X G" D, FIR I G" O.C. TOTAL MODULE WEIGHT(Lbs) 1306.8 I(P) I Pitch 1259 REVI5ION5 TOTAL LENGTH OF RAIL(Ft) 335.3 (H) Horizontal S an of( 1 56" MAX. DESCRIPTION DATE I REV ORIGINAL 09-29-2022 RAIL WEIGHT PER FOOT(Lbs) 0.68 TOTAL RAIL WEIGHT(Lbs) 225.0 #OF 5TRAND0FF5 72 WEIGHT PER STRANDOFF(Lbs) 2 t� w�a °'tits . TOTAL STANDOFF WEIGHT(Lbs) 144 q��� TOTAL ARRAY WEIGHT(Lbs) 1678.8 POINT LOAD(Lbs) 23.3 b CONTRACTOR TOTAL ARRAY AREA OctFt) 578.I ]=i '3 t .. . JW ARRAY DEAD LOAD(Lbs/Sq Ft) 2.9 1 C ELEMENT ENERGY, LLC WIND DESIGN SUBJECT TO DAMAGE FROM � � .7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN SNOW Speedd Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL MATTITUCK, NY 1 195 LOAD* (mph) effectsk wind debris CATEGORYr Weatherine line Termitec TEMPe REQUIREDh HAZARDSg INDEXi TEMPI LICENSE # 6746 I-HI region) zone" depthb LICENSE # 52689-ME 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES XFEMA 599 51°F MANUAL)DESIGN CRITERIA^ Elevation Latitude Winter Summer Altitude design Indoor Design Heating (H) gn heating cooling correction factor temperature cooling temperature temperature difference PROJECT NAME 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F (J) Wind Wind [JJ Cooling Coincident Daily Winter Summer \/ temperature difference velocity velocity wet bulb range humidity humidity heating cooling LU fL/ [­" 11°F 15 MPH 1 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH z Q Ln For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL n Lu 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 W required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined W > from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. L = z b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govem.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. Q z cl. 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 MODULE MOUNTING CLAMP \ O W 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 50LAR MODULE O n a-/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 see Figure R301.2(1).] STAINLESS STEEL 3/8"BOLT AND NUT z LLn O f. 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 (V York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: ONRIDGE ALUMINUM RAIL I.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway,Map(FBFM),and ALUMINUM"L"BRACKET iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM FLASHING 5HEET NAME h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." L. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) ST RU CT U RA value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." ASPHALT S 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 MINGLE ROOF (Base 32°F)." 5/1 G'x 6"STAINLESS 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 5TEEL LAG BOLT WITH jurisdiction shall fill in this part of the table with"YES." 2 1/2"MIN THREADOtherwise,the jurisdiction shall indicate"NO"in this part of the table. SEALED PENETRATION 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 WITH RATION 4500 DRAWING 5CALE GEOCEL"YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT OR BETTER) m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. AS NOTED n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or I from ACCA Manual J or established criteria determined by the jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. SHEET NUMBER (') See Figure R301.2(4)B. TAX MAP: 1 000-01 3.00-03.00-01 1 .003 MOUNTING DETAIL n PV_5 SOLAR ARRAY ON MAIN HOU5E I Ob kW ` (27)QCELL Q.PEAK DUO 13LK ML-G 1 O+400 WATT PV MODULES DESIGN k DRAFTING BY: 13)STRINGS OF(9)MICRO-INVERTERS '(3)STRINGS TOTAL ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE STRING#I ,r'<y ).,. :. •; os 1112-129 !" T - ------------ - - - - - - - - - - - - - - - - - r �; ,7ff _ REVISIONS +'- -------------- :h}-�,If; � ���,� DESCRI DATE T PTION REV �a ORIGINAL 09-29-2022 STRING#3 a CIr �- TO UnUr YGRID `� _-.-�. •F .t• I I STRING#4 - � N �- -------- - - - - - - - - - - - - - - - BI-DIRECTIONAL CONTRACTOR �112 OI-PHA5METERI-PHASE,240 V N-HA5EBRANCHICRO-INVERTERPOINT OFINTERCONNECnON ELEMENT ENERGY, LLC. CIRCUIT CABLE TYPICILL NPHASE IOBPWS-72-2-US . .40 VAC,1.21 A ENGTN OP TAP CONDUCTORS SNALLNOTUCFYD IOFf 7470 SOUND AVE NE'lG LU5TEEDEPP- MATTITUCK, NY 1 195 I I I NEMA 6,UL USTED TYPICAL N LICENSE # G74G 1-111 LICENSE# 52G89-ME MNN 3ERViCE D19CONN--U 240 V.150 A 1 I I I 1 I I 1 I 1 I I 1 1 j I I PROJECT NAME 1 1 1 N LI IGI N LI N LI Da i a i DA LLJ I i MAIN SERVICE PANEL W L� AC DI5CONNECT I-PM,3-w v Q I 150A Ln z m I AC COMBINER BOX 24 0 AC GOB I A V J 24o VAC,DOA 240 VAC 1 N W N_RnA 3R Ut uSTED NEMA' STED Q N i (31 M a Dq.E:£Pt7;P DPfAaCR:a (2)50 A UL A FUS5UES G ') U I _ - 50 A I I EXI5TING GROUNDING ((\ 1 i I ELECTRODE 5Y5TEM W / �--- I E--------------------------------------------- ------------------- 0 ---- A ---------------------- -----------------------------J Q D z > O W WIRE#CONDUIT SCHEDULE 0 (J) [L-/- CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% z In O I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE IN5ULATION SIZE QUANTITY INSULATION (CU/AL) TYPE 512E TEMP DERATE DISTANCE 31 O 15(5)(5) 310.15(5)(2aY(3c) I Ln INVERTERS COMBINER PANEL AWG#12 1 6 0.5 U5E-2/PV Wlre AWG#8 1 BARE CU FREE AIR I° 55PC 0.84 80 FT 2.0% (V OR EMT 2 COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 TNWN-2 AWG#8 1 THWN-2 CU PVC I° 45°C 0.05 25 PT 0.5% 3 AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I° 459C 0.95 10 FT 0.2% ELECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE 1-I5 T ED BY UL OR OTHER NRTL,AND LABELED FOR IT5 APPLICATION. #I PV Source Circuit Wire Ampacity Calculation 2.)ALL CONDUCTOR5 SHALL BE COPPER, RATED FOR GOO V AND 909C WET ENVIRONMENT. p CONFIGURATION 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC#1 2,ampa it (I T p of strings20.56)= 13.G 1 A Modules per String g 3-LINE D I A. TO,AND LOCATED AS CLOSE A5 P0551BLE TO THE NEAREST RIDGE, HIP,OR VALLEY. AWG#12,a 3.G I A Temp Derate = e I G A 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20.16 A> 13.6 I A,therefore DC were size is valid. Modules per Inverter I COMPLY WITH NEC I I0.2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 5G 5.)DRAWING5 INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR 5HALL Inverter Max Amperage output'(1.25) =40.84 A Record low temp -I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACF550RIE5 TO FULFILL AWG#8, ampacity'(femp Derate)'(Conduit Fill Derate)= 52.25 A Voc Temp Coefficient 0.24%/QC DRAWING SCALE APPLICABLE CODE5 AND STANDARDS. 52.25 A>40.54 A,therefore AC wire size is valid. G.)WHERE SIZES OF JUNCTION BOXE5, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation DC SYSTEM SPECIFICATIONS THE CONTRACTOR 5HALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output'(1.25) =40.54 A Operating Current 10.8 A I T Cj 7.)ALL WIRE TERMINATIONS 5HALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(femp Derate)'(Conduit Fill Derate) = 71.25 A O eratin Volta e 37.1 V ' `� 8.)MODULE GROUNDING CLIP5 TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A> 40.54 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 5.)MODULE 5UPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO G5L-4DBT LAY-IN LUG. AC SYSTEM SPECIFICATIONS SHEET NUMBER 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current 40.84 A �` �- OR O eratin AC Volta V V e 240 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND 5HALL COMPLY WITH NEC G90.35, TAX MAF: 1 000-0 1 3.00-03.00-0 1 1 .003 • r SERVICE METER OI O DE51GN E DRAFTING BY: 1 N 5TALLATI O N NOTE ELEMENT ENERGY LLC 9 — R PHOTO�IOLTAIC REVIEW BY J.M.NABCEP CERTIFIE I • • • • ' ( 1 ) ALL LABEL SHALL BE INSTALLED IN 05 1 1 1 2-1 29 ® � _ Sot.�t BRE�BKER � � p • ACCORDANCE - REQUIREMENTS.WITH THE 201 7 NEC i ® REV1510N5 DE5CRIFTION DATE REV (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 09-29-2022 SOLAR AC LOAD CENTER- OUTSIDE DO NOT RELOCATE TO REQUIRE FIELD VERIFICATION. OVERtEMUE� (3) LABELS, WARNING(5) AND MARKING OTURNRAPIDSHUTDOWNSNIITCHTO ' Og SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUTDOWN ! PV SYSTEM AND REDUCE .I = 1 1 0.2 1 (B). SHOCK HAZARD IN THE ARRAY KCDISCONNECTR�TwSCAUM� � (4) THE MATERIAL USED FOR MARKING FRERTOOM FCLLOWINEISAIL O WON DISCONNECTS LOCATED AS SHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- IN51DE20 ® °Lffy ' ' ; IWINE COMPLIANCE WITH NEC 110.2 I (B)(3). CONTRACTOR �a ® O ® 0 ® my ■I (5) THE PV SYSTEM CIRCUIT CONDUCTORS THIS EQUIPMENT FM BY MULTIPLE SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. SOURCES-70'ML RATING OF ALL PDRALPOWERSUPPLY 11 7470 50UND AVE OVERCURRENT DEVICES,EXCLUDING I SOURCES:UTILITY GRID COMPLIANCE WITH NEC G50.3 1 . MATTITUCK, NY 1195 MAIN SUPPLY OVERCURRENT AND PV SOLAR DEVICE,SHALL NOT EXCEED j ELECTRIC SYSTEM LICENSE # G74G I-HI CONDUIT - IN51DE BUILDING AMPAC17YOFBUSBAR. LICENSE# 52G89-ME THIS SERVICE METER ELECTRIC SHOCK HAZARD PHOTOVOLTAIC SYSTEM IS ALSO SERVED BY A 'r y €, �r°P ;4� PROJECT NAME TERMINALS ON THE LINE AND COMBINER PANEL ! PHOTOVOLTAIC SYSTEM LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS CONDUIT- OUTSIDE BUILDING --IN THE OPEN POSITION ,r z3 R ax 4 W Ln DUAL POWER SUPPLY / ? ~ �, W SOURCES:UIILITY GRID AND e ® "" EO�E (� PV SOLAR ELECTRIC SYSTEM' LL J MAIN SERVICE PANEL- OUTSIDE CZ = z O Q D Z 02 03 ® ® ' o FZ SOLAR ELECTRIC SYSTEM CONNECTED o © • • •' zLn • N MAIN SERVICE PANEL- IN51DE POWER SOURCE I OUTPUT CONNECTION ® O ' DO NOT RELOCATE THIS SHEET NAME OVERCURRENT DEVICE LABELS AC DISCONNECT/BREAKER DRAWING SCALE OOO ® ® N.T.S. SHEET NUMBER PV-6 TAX MAP: 1000-0 13.00-03.00-011 .003 1< powered by DUO 4 TOP-BRANDPV-i EUROPE ' Warranty 2021 O CELLS Product&Perrmnance Yield Security BREAKING THE 20%EFFICIENCY BARRIER 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- Q sive quality programme in the industry:The new"Quality Controlled PV"of v� the independent certification institute TUV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behavior. "-_ ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology,Anti PID ` Technology',Hot-Spot Protect and Traceable Quality Tra.QTMt- EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow(5400 Pa)and wind loads(4000 Pa). �, A RELIABLE INVESTMENT VY Inclusive 25-year product warranty and 25-year --„- linear performance warrantyz. APT test conditions according to IEC/TS 62804-1:2015,method A(-1500 V,96 h) ]See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 74.0 in x 41.1in x 1.26 in(including frame) (1879mm x 1045mm x 32mm 74.0•(1679mm) ) 42.6•(106emml 1S.6•(3essmml Weight 48.51bs(22.Okg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with :4sr � anti-reflection technology a.om�aewmo fi•(asmmt -II Fa° Back Cover Compositefilm 3ar(efiemml Frame Black anodized aluminum 4u•pa4smmt Cell 6 x 22 monocrystalline Q.ANTUM solar half cells ® 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 `�� x4er(vso mmt Cable 4mm2 Solar cable;(+)>_49.2 in(1250 mm),(-)2:49.21n(1250 mm) i 4,Mw°v°aeon(oEraLat 1 Connector Staubli MC4;IP68 Damao o.e3•(iemml F- 0.66•(24.6mm)I �0.33•(6.6 mm) ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWER TOLERANCE+5 W/-0 W) Power at MPP' PMPP [W] 385 390 395 400 405 Short Circuit Current' Isc [A] 11.04 11.07 11.10 11.14 11.17 Open Circuit Voltage' Vcc IV] 45.19 45.23 45.27 45.30 45.34 .E 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' q [%] >19.6 >!19.9 z20.1 z20.4 2t20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PMPP [W] 288.8 292.6 296.3 300.1 303.8 12 Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Vcc 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%;Isc;V.t5%at STC:1000W/mz,25±2°C,AM 1.5 according to IEC 60904-3•'800 W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE -z> uo --TII'-----I'I -,�I-_ ----0 L c At least 98%of nominal power during first year.Thereafter max.0.5% 3: _ ------------------------- degradation per year.At least 93.5% ------I III ---- I,of nominal power up to 10 years.At w� Fleast 86%of nominal power up to C0S ------------------ - 25years. 90 zo Q ° s All data within measurement toleranc- i m e ---------- eo I I ¢ � ------------- "-" es.Full warranties in accordance with mo 4oA efio eoo woo ai the warranty terms of the Q CELLS IpRAraANCE l!V/m') o e sales organisation of your respective o o e ao ss m x country. ��mmsmw a auerawmrvmc YEARS Typical module performance under low irradiance conditions in o comparison to STC conditions(251C,1000 W/m2) ' m TEMPERATURE COEFFICIENTS o Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Vcc [i [%/K] -0.27 Temperature Coefficient of PMPP y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) m 0 PROPERTIES FOR SYSTEM DESIGN ° a Maximum System Voltage Vsys [VI 1000(I EC)/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 m Max.Design Load,Push/Pull' [Ibs/ft2] 75(3600 Pa)/55(2660 Pa) Permitted Module Temperature -40°Fupto+185°F p Max.Test Load,Push/PUI13 [Ibs/ft2] 113(5400 Pa)/84(4000 Pa) on Continuous Duty (-40°Cupto+85°C) io m 'See Installation Manual U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 6 1730,CE-comPl ient, Quality Controlled -TOV Rheinl nd, 0 63-'Q lEC625:2016,IEC61730:206,a U.S.Patent No.9,893,215(solar cels), p 140•!(CI �/ yUmH tGlmndme�4 Horizontal 76.4in 43.3in 48.0in 1656lbs 24 24 32 s QCPV Certification ongoing. Ccwno4US packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules UL61730 l0 111171021) N Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwhe O CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us ENPHASE. 8� m m ATT Ilk m , I08 and IQ8+ Microinverters : Easy toinstall Our newest I08 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` - - More than one million cum'ulative jAm, hours of testing Y ear limited 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 SAFETY . = 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 suppor'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 ran9e'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 IQ8Plus supports split phase,240V IQBSP-DS-0002-01-EN-US-2022-03-17 installations only. IQ8 and IQ8+ Microinverters ` INPUT DATA IDCJ0 .1 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 Iscj A. 15 Overvoltage class DC port 11 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 , .I 1:• Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal(L-L)voltage/range3 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) 0.85 leading--0.85 lagging Peak efficiency % 97.5 97.6 CEC weighted efficiency % 97 97 Night-time power consumption mw 60 MECHANICAL DATA Ambient temperature range -400C to+600C(-400F to+1400F) Relative humidity range 4%to 100%(condensing) DC Connector type MC4 Dimensions(HxWxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm 0.21 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. IQ83P-DS-0002-01-EN-US-2022-03-17 /dk IRON RIDGE Flush Mount System 21 €. � � S.i':r .ass'-Y •.--...__ ...-•. —,.... -�� r< 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 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 I L 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 tE�PQa� NABCEP Certified Training Go from rough layout to fully P Earn free continuing education credits, engineered system. For free. NABCE while learning more about our systems. Go to IronRidge.com/design Go to IronRidge.com/training