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HomeMy WebLinkAbout46596-Z soNOslif Town of Southold 10/23/2021 y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 ,.0 CERTIFICATE OF OCCUPANCY No: 42459 Date: 10/23/2021 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 245 Long Creek Dr., Southold SCTM#: 473889 Sec/Block/Lot: 55.-3-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2021 pursuant to which Building Permit No. 46596 dated 7/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels on existing single-family dwelling as applied for. The certificate is issued to Hewitt,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46596 10/7/2021 PLUMBERS CERTIFICATION DATED v ut iz d Signature r SUFFoi,� TOWN OF SOUTHOLD c° BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • r� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46596 Date: 7/21/2021 Permission is hereby granted to: Hewitt, David 245 Long Creek Dr Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 245 Long Creek Dr., Southold SCTM #473889 Sec/Block/Lot# 55.-3-23 Pursuant to application dated 7/8/2021 and approved by the Building Inspector. To expire on 1/20/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $200.00 Buil 'ng r SOUp�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Hewitt Address- 245 Long Creek Dr city Southold st: NY zip- 11971 Building Permit# 46596 Section- 55 Block. 3 Lot. 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Element Energy License No. 52689ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches 4'LED Exit Fixtures Pump Other Equipment: 19.98kW Roof Mounted PV Solar Energy System w/ (47) LG 425QAK-A6 Panels, Enphase IQ3 Combiner 220x4 215x1, PV AC Disconnect (2) Notes Solar Inspector Signature: C� Date: October 7, 2021 S. Devlin-Cert Electrical Compliance Form OF SOUTyo� L` &5-10 � t o _ � C oeerr,/!� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 17 11Z4 INSPECTOR ,c�� DE SOUlyO6 TOWN OF SOUTHOLD BUILDING DEPT. °`�courm ' 765-1802 INSPECTION, [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' = [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL SOCA12--' [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY-"INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE RKS: C-76 M Arz DATE INSPECTOR FIELD INSPECTION REPOR77 REPORT" DATE COMMENTS FOUNDATION(IST) --� ------------------------------------ rn FOUNDATION(2ND) m z No y ROUGH FRAMING& r 1' PLUMBING y N _ W r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL• COMMENTS 1 �C � b 0 z �y t ` _ b , H Zoho Sign Document ID P6C;74EVOVMLNMUM2KTFBISAEJA(3V1C:F2S1J4C NUDC:5A o�SUFFor, �o TOWN OF SOUTHOLD —BUILDING DEPARTMENT o H =� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT MM(� For Office Use Only PERMIT NO. Building Inspector: JUL – 8 202' Applications•and forms must be filled,out'iri th'eirientirety'Incomplete: BUILDING DEPT, applications will not be accepted.:Where the Applicant is not the'owner;an " TOIV—N OF S017HOLD .,Owrnees Authorization form(Page 2)shall be completed;' _ Date:6/15/21 OWNER(S),OF,PROPERTY: Name:Mary M Hewitt TTCTM# 1000-055000300023000 55-3-23 Project Address:245 Long Creek Drive, Southold, NY 11971 Phone#:(631) 765-3599 Email:permits@e2sys.com Mailing Address: CONTACT PERSON: Name:Danielle Rodger Mailing Address:7470 Sound Ave Mattituck NY 11 Phone#:6317797993ail:permits@e2sys.com Em 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@e2sy_s.com 'DESCRIP'T'I'ON OF PROPOSED,CONSTRUCTION" E:1 New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther $ 79,966 00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 Zoho Sign Document ID P6U74EVOVMLNMUM2KTFBISAEJA(3VlUF2S1J4C;NGDU5A PROPERTYINFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential Zone AC this property? Dyes ®No IF YES, PROVIDE A COPY. ,Check Box;After;Reading: The owner/contra'ctoi/de'sign professional is'responsible for all'dreinege and storm water issues'as proyidedfby" -" f Chapter 236 of the„Town Code. APPLICATION IS HEREBY MADE`to the Building Department for.the issuance,of a Building Ferrni£,pursaanf to the'Building'ZoneS, r-Ordinance of,the Town of Southold,Suffolk,County;New,York and otherapplicable Laws,Ordinances,or Regulations`;for the construction of,builiiings,, a dditions,`alterations or for rem'oval`or'demolition as•herein,i escribed.The applicant agrees to comply with all'applicable laws,ordinances;bdilding'code-, housing code and regulations and to admit authoriied_inspectors on p'rem'ises and in 6uilding(s);for necessary in`'spectionsJalse`statements ma de.her'ein'are , punishable as a Class A”isdemeanor.pursuant'to Section 210.45 of the New York State Penallaw :' Application Submitted By(print name):Danielle Rodger ®Authorized Agent ❑Owner Signature of Applicant: Date: 6/15/21 STATE OF NEW YORK) SS: COUNTY OF,��JA I IC_ ) hanidle-) being duly sworn, deposes and says that(s)he is the applicant (Name of individual sigHing contract)above named, (S)he is the Aq (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 JA_a.L,1 , 2019-1 No ary Public DEBRA A SEPULVEDA NOTARY FUBUIC,STATE OF NEIN Y0RIL R*tcW oNa01$W12W PROPERTY OWNER AUTHORIZATION Quad (Wh re the applicant is not the owner) Myco»�elonF.xpim Mary M Hewitt residing at 245 Long Creek Drive, Southold, NY 11971 I, Danielle Rodger Element Energy LLC do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. -r� Z.�'-tl 6/15/21 Owner's Signature Date Mary M Hewitt Print Owner's Name 2 ®gt1FFO �, BUILDING DEPARTMENT- Electrical Inspector �° TOWN OF SOUTHOLD N Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �p�c,�� Telephone (631) 765-1802 - FAX (631) 765-9502 ,1,. rogerr(-southoldtownny.gov seand(a�southoldtownn rL- <:..�� - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:- -717/4 --/ Company Name: Name: License No.: _S��'�� �� email: Address: Phone No.: / 7 eF7 JOB SITE INFORMATION (All Information Required) Name: Address: S L Cv-e_ Y / Cross Street: Phone No.: 631 -)277,,"3- Bldg.Permit ) ��Bldg.Permit#: email: Tax Map District: 1000 Section: G Sf 00 Block: 0 Lot: �3 a BRIEF DESCRIPTION OF WORK lease Print Clearly) AW 7 Circle All That Apply: Is job ready for inspection?: YES <DNO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals •-�''�-:moi '0 OFF04 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 N 44 �O!4r� Telephone (631) 765-1802 - FAX (631) 765-9502 � rogerr(cDsoutholdtownny.gov - seandCcDsoutholdtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: _71 --2--/ Company Name: v Name: License No.: _Sa(e5- email: Address: Phone No.: / 7 JOB SITE INFORMATION (All Information Required) Name: q tl -.e ;�,� Address: L C�2e� / Cross Street: Phone No.: 63 2 7 �9 BIdg.Permit#: email: Tax Map District: 1000 Section: G Sf QQ Block: Lot: �L BRIEF DESCRIPTION OF WORK Pease Print Clearly) Joe,�'7 Z21-6/& - c 7 Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0,7 Request for Inspection Form.xls �l s� i 1 APPROVED AS N DAT rl � E• B.P.# FEE:" • BY: NOTIFY BUILDING ',F PARTMENT AT 765-1802 ' 8 AM -0 a PM FOR THE FOLLOWING_INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH:-'FRAMING & PLUMBING 3•."INSULATION 4. FINAL CONT' MUST BE COMPLETE ALL CONSTRUCTI" ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS'OF Sof SQl T1101 n 110%'N R MING BOARD tB t6WN-TRUSTEES OCCUPANCY OR OR USE IS,UNLAWFUL WITHOUT CERTIFICATi OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED e " r WIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 (631)543-2953 •faz(631)543-1526 E-mail:lcs4d@aol.com Saturday, July 03, 2021 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: Forty-seven (47)425 W PV Roof Top Solar Panels, 19.975 kW DC Total Output, for Hewitt Residence, 245 Long Creek Drive, Southold, New York 11971 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 Town of Southold and for construction of the proposed system. Based on the above documentation, ,I have evaluated the structural capacity of the existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The existing roof types are as follows: Solar Array#1: Single layer of asphalt shingles, 3/4" thick plywood decking, 2"x10" at 16" on center Douglas Fir rafters, 2"x10" at 16" on center Douglas Fir ceiling joists, Roof pitch 19°. Structural Analysis: The structural analysis has been carried out using the following design criteria: r 1 Design wind speed: 130 mph Ground snow load: 20 lbs/sq. ft. Solar Array#1, Dead Load: 2.5 lbs/sq. ft. Total Array Weight: 2548.2 lbs 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, SEI/ASCE 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, t i g i Claudio Sciandra, P. E. 6E OF NEVA y0 C J\G`C,sCIgA,� �� v '9 � c � �ZS6`Q 060935 �ROFESS1014PY 2 S4iOl Of WOI\IV 6�y�T°':-;y %� -` tDESIGN 8 DRAFTING BY. Fez 3";', ��y'' fi East,Me'16n ELEMENT ENERGY LLC TO INSTALL A 19.98 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE HEWITT RESIDENCE, ;` ; n REVIEW BY J.M.NABCEP GERTIFIE LOCATED AT 245 LONG CREEK DRIVE,SOUTHOLD, NY I 1971. 051112-129 -_ Y } _� THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT THE PV 5Y5TEM DOES NOT INCLUDE STORAGE BATTERIES. ^, _ ka t7 caw REVISIONS 4_5 y }m ^a / Y_ ,� •� DESCRPTION DATE REV �// 1l nORGINAL or-11.2021SYSTEM RATING � Greenport 10L.2n i �- est, rbor 19.95 kW DC STC / "w# g Ha r�r �� - � _- � ,� ,� ,.—•may, Shelter IsLa�¢ Heightys EQUIPMENT SUMMARYRamisland- ' --,;' VV � - c ,,�✓ na- •, mum,Park }, 47 LG LG425QAK AG WATT PV MODULES _ 111 47 ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS yF `yy _,rr s§" `_f%� Shelter-Island `t LL CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM r_, f s ,-sotdd — `�, J SheRer,Istand 1• ' SKEET INDEX Mashomadk ELEMENT ENERGY, LLC. PV-I COVER N Preserve 1 "°•P �` tee, f 7470 SOUND AVE PV-2 SITE PLAN oo Pec6nl s s' � f ��, !3 =`>, MATTITUCK, NY 1195 PV-3 ROOF PV LAYOUT �, PV-4 STRUCTURAL/DETAILS SECTIONS /� J R !; -, LICENSE#43889-H PV-5 3-LINE ELECTRICAL DIAGRAM �.e48 ✓" �t � , `�� LICENSE# 52089-ME PV-G LABELS ✓�; d� � '' ";` f'Q 270°0 0 90o /,' x r: GOVERNING CODES W 240° 12o E ` BedellCels 14 2017 NATIONAL ELECTRICAL CODE 210° 150° 2020 RESIDENTIAL CODE OF NEW YORK STATE. 1800 c xs ' PROJECT NAME ASCE 7-1 G AND NFPA-70. �_ >> UNDERWRITERS LABORATORIES(UL)STANDARDS NothHayen`� , OSHA 29 CFR 19Cutchhgue 10.269 � / � -1 &e - Lu Lu � > GENERAL NOTES PROJECT LOCATION z o 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT �' LLJ THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE , C) Lu HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK , U-i z AGREE THE SAME. a LLJ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ; a �te' U C) APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, , -0 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. ., z O INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM ' ? r AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, '^ 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O = ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO LLJ ~ JURISDICTION. COMMENCING WITH WORK. „° 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR m4 0 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE _ WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND " fi HEALTH ADMINISTRATION.THI5 SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL ASSUME ALL < LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, 1 RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARYSNEET NAME �~ 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE _ ., z ' §v y i �• FABRICATED AND INSTALLED AS PER LATEST A.1.5.0 SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT - , SPECIFICATIONS, GONSTRUCTION. G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 1 2. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE �O\ /�p w V R DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. 4 ' -mow-4 raw- °.�'`"r-�,�-''�Y .'_�-�„,�," CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING a"-` NYS CODES 4 REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND , "°. CONSENT OF THE ENGINEER WILL NEGDRaw1NG scALE ATE THE ENGINEERS COMMENCING WITH WORK. _ �r hrt 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS "' S�-, y4 y�Yr_ CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND N.T.S. . `, 4 - . -e- SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT ` ,,_, " *:- `� PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED ! 'y L`_ - 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 IS TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT ,+� ., „, ,_,.E . - TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF ?%'�`4« +�-`�,,�,� ?'- - R., ° ; -� - _ srtEET NUMBER 5. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT, T a EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HI5 WORK. AERIAL VIEW — I TAX MAP: 1000055000300023000 LEGEND CON5TRUCTION NOTES 'NOTE DE51GN t DRAFTING BY: o EXISTING UTILITY P METER 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE THE ROOF SETBACK/PATHWAY SHALL NOT BE A, ELEMENT ENERGY LLC MAIN V SUB PANEL REQUIRED WHEN THE OPPOSING OR ADJACENT ,V REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF SLOPE IS AN ACCESS ROOF IN 0° 051 112-129 A/C DISCONNECT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. ACCORDANCE WITH CCE55.I EXCEPTION OF I INVERTERS 3 )ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 8 GND ELECTRODE 2020 NYS FIRE CODE REVISIONS ®PV MODULE W270 a DESCRIPTION DATE REV -RACKING RAIL AO ��70° ,ZTE ORIGINAL 06-I I-2021 o ATTACHMENT POINT 21O° D 120- ---RAFTERS 180°150° -*—ROOF PITCH ANGLE 59SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT ®CHIMNEY CONTRACTOR COMPETE SHINGLES 36"x 3G"GROUND ACCE55 TYP GOOD CONDITION �TRIM7MMPOTIt M SHADING N ISSUES ELEMENT ENERGY, LLC. /REMOVE AS NECESSARY 111,1_77 7470 SOUND AVE MATTITUCK, NY 1195 LICENSE#43889-H /%i ij%;%/ /•// /�/j'j ��j j/fj /f/ ��/ff>/ '/f/,fi/,/��%/ f/j'"j f%�/�%%f !' LICEN5E# 52089-ME / //f/ /�/�/j/��/jf i/'/�'/fir l/ '////�/%/�/�,•�/ � /�i/f /if //////// ,/i%!/� ,' / /f'�i,, ' /� , ,/ /�i/i /�'��// '' f� /,.�/' "//� /�/ / / ; // �' /•//��/i f/�%//"f��� PROJECT NAME �ii / / /' "/� '//� ///�.///'j/ A�SSRDOF //�'/ /� / / �./ Lu //r/�j / /�/�%/ '/ � 7 7 C o w z w U a/ p J z0 O = I G'-74" Lu -� = LnO ® N (n 5HEET NAME SITE PLAN T f DRAWING 5CAUf t•���; i /QII _ I I-0Ii A 511EET NUMBER " - PV-2 TAX MAP: 1000055000300023000 LEGEND CONSTRUCTION SUMMARY CONSTRUCTION NOTES SDIISTING UTILITY METER 'NOTE A, DESIGN#DRAFTING BY: MAIN SERVICE PANEL (47) LG LG4250AK-AG WATT PV MODULES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE I ELEMENT ENERGY LLC NEW PV SUB–PANELS (DIMENSIONS: 75.2"X 41"X I.G") WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE ROOF SETBACK/PATHWAY SHALL NOT BE 0° REVIEW BYJ,M.NABCEP CERTIFIE A/C DISCONNECT (47)ENPHASE IQ7PLUS-72-2-US MICRO INVERTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH REQUIRED WHEN THE OPPOSING OR ADJACENT / 051 1 12-129 COMBINER ROOF SLOPE IS AN ACCESS ROOF IN INVERTERS (82)ATTACHMENT POINTS @ G4"O.C. MAX. MINIMUM NEMA 3R RATING. ACCORDANCE WITH 8324 6.I EXCEPTION OF GND ELECTRODE (382.1) LF IRONRIDGE XK 100 MOUNTING SYSTEM. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 2020 NYS FIRE CODE W 27Q° REVISIONS P�MODULE TYPE = ASPHALT SHINGLE(SINGLE LAYER) FIELD VERIFICATION. a p9p° DESCRIPTION DATE Rev —RACKING RAIL 240° Ir, ORIGINAL OG-11-2021 O ATTACHMENT POINT 210° v 120° ---RAFTERS 180°150* -*--ROOF PITCH ANGLE G� 99SUNRUN METER �7 ®VENT OPL.UMBING VENT ®SKY UGIT ®CHIMNEY CONTRACTOR COMPOSITE SHINGLES GOOD CONDITION IPOTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 36"x 36"GROUND ACCESS TYP. 7470 SOUND AVE MATTITUCK, NY 1 1 95 LICENSE #43889-H LICENSE# 52G89-ME PROJECT NAME W _ ESS ROOF Lu Lu LLQ !% //i � / Lu � / I II I o 1 I I � z00 rrIIIII I J ARRAY#I I I Lu47 MODULES IO ' I 'rte„-= 19°PITCH �� ,- - IG AZIMUTHI : I • _a -a 1 N i1 SHEET NAME 2 ROOF DETAI 2311 4 DRAWING SCALE 1/5 11 = 1 1-011 SHEET NUMBER PV-3 TAX MAP: 1000055000300023000 LOAD CALCULATION ARRAY#I ITEM DE5CRIPTION ARRAY#I DF51GN 4 DRAFTING BY: RB Pickle Beam/BOarcl 2"X 12"D. FIR ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 45.2 R Rafters 2"X 10"D. FIR I G"O.C. REVIEW BY M NABCEP CERTIFIE (D) Deckln 3/4"CDX PLYWOOD 051112-129 #OF MODULES 47 (P) Pitch 19* TOTAL MODULE WEIGHT(Lbs) 2124.4 1(J) I Cei in Joist 2"X 10" D. FIR p 16"O.C. REVISIONS TOTAL LENGTH OF RAIL(Ft) 362.1 (H) I Horizontal S an of(R) 172" MAX. DE5CRIPnON DATE REV RAIL WEIGHT PER FOOT(Lbs) 0 68 ORIGINAL OG-11-2021 TOTAL RAIL WEIGHT(Lbs) 259.6 (R) (RB) #OF STRANDOFF5 82 WEIGHT PER 5TRANDOFF(Lbs) 26�' 1w a TOTAL STANDOFF WEIGHT(Lbs) 164 d, � 6 TOTAL ARRAY WEIGHT(Lbs) 2545.2 4} �' `t POINT LOAD(Lbs) 31.1 > i � TOTAL ARRAY AREA(Sq CONTRACTOR Ft) 1006 3 I 41 ARRAY DEAD LOAD(Lb5/5cl Ft) 2.5 (K i ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM ' �- (P i 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN S SNOW Speedd Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL I MATTITUCK, NY 1 1952 wind debris r a LICENSE#43889-H LOAD (mph) effectsk CATEGORY Weathering line Termites TEMPe REQUIREDh HAZARDSg INDEX' TEMPI I region) zone' depthb 20 130 NO NO NO B SEVERE 3 FT H�� 75°F YES 599 51'F LICENSE# 52689-ME ZONE I I MANUALJ DESIGN CRITERIA^ I Winter Summer Altitude Indoor Design Heating Elevation Latitude heating cooling correction factor design temperature cooling temperature I PROJECT NAME temperature difference I 108 FT 41°N 15°F 86°F 1.00 70°F 75*17 55°F 01 (H I I Cooling velocity velocity Wind Wind I \ — Coincident Daily Winter Summer W W temperature difference heating cooling wet bulb range humidity humidity — U p - 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR Qa 50%RH z For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL I I I WV — 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 LU 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 U 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. WL Q b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction J 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. MODULE MOUNTING CLAMP z d. The Jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined = on a site-specific basis in accordance with Section R301.2.1 A. 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 5OLAR MODULE W see Figure R301.2(1).] J State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also STAINLESS STEEL 3/6" _ LnO f. The jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301.2.2.1. BOLT AND NUT g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New N 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, 1.The accompanying Flood Insurance Rate Map(FIRM), NRIDGE ALUMINUM RAIL ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ALUMINUM"L"BRACKET The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. SHEET NAME h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the ALUMINUM FLASHING 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 CT U RA I. The Jurisdiction shall fill 1n 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)." J. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Date Center data table"Air Freezing Index-USA Method (Base 32"F)." ASPHALT SHINGLE ROOF It. 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 5/1 G"x G"5TAINLE55 jurisdiction shall fill In this part of the table with"YES."Otherwise,the jurisdiction shall Indicate"NO"in this part of the table. 5TEEL LAG BOLT WITH DRAWING 5CALE 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 2 1/2"MIN THREAD "YES"and Identify any specific requirements.Otherwise,the jurisdiction shall Indicate"NO"in this part of the table. PENETRATION SEALED 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 WITH GEOCEL 4500 table. (EQUIVALENT OR BETTER) A n. The Jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the 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 r) See Figure R301.2(4)B. TAX MAP: 1000055000300023000 MOUNTING DETAIL F-1 P SOLAR ARRAY ON MAIN HOUSE 19 98 kW (47)LG LG425QAK-AG PV MODULES DESIGN�DRAFTING BY: (3)STRINGS OF(13)MICRO-INVERTERS (1)STRING OF(8)MICRO-INVERTERS ELEMENT ENERGY LLC °(4)STRINGS TOTAL REVIEW BY M.NA13CEP CERTIFIE 051112-129 TO UTILITY GRID STRING #I --- #3 _ _ _ REVISIONS - _ = DESCRIPTION DATE REV - ---------------- -- - _' - - - - - 1 N BI-DIRECTIONAL ORIGINAL O6-I1-2021 UTILITY METER `- ------------------- I-PHASE,240 V � 1 N POINT OF INTERCONNECTION PER NEC 240 21(B)(1)t 650 64(A) STRING #4 .�" G� f LENGTH OP TAP CONDUCT ORS �g SHALL NOT EXCEED 1 O IT t- ---7- 'N'PIMIA5E y� CONTRACTOR ---- --- --- - - - -� - f MAIN SERVICE DISCONNECTV,200 A BRANCH MICRO-INVERTER CIRCUIT CABLE TYPICAL ENPHA5E IQ7PW5-72-2-U5 240 VAC, 1.21 A ELEMENT ENERGY, LLC 97 5%CEC-WEIGHTED EFF _ NEMA 6,UL LISTED " TOUCK,, NYI D AVE95 � TYPICAL AC DISCONNECT MATT I 5Q D D223NRB ' LICENSE #43889-H I 2NEMA 40VAC,80A sLICENSE# 52G89-ME N L LI N L LI (2)50 ARFU5E5 UL TED I I OA I OA 80A I I I I4 1- N N MAIN SERVICE PANEL PROJECT NAME +.- - - I-Ph.3-W Ir----------- C ____- 0 ----------------------------------- ----------------1 240 VAC I AC COMBINER BOX I I N 20o A W I 240 VAC.60 A I I NEMA 3R.UL 1.15TED I > G N (4)20 A DOUBLE POLI BRPA"R5 i j G --I Lu , l I 1 j I I EXISTING GROUNDING U I I I I ELECTRODE SYSTEM Z I i -----------� i W LU 1 LU I - z --------------------------------------V------------ w U aL p WIRE CONDUIT SCHEDULE 0 J CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop( z O 1 D.# ORIGIN DESTINATION 512E PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE 0 310 15(8)(3) 310.15(8)(23)1(3.) LU 0 INVERTERS COMBINER PANEL AWG#1 O 1 8 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR 11. 709C O.G5 I 10 FT 2.4% _ Ln O OR EMT (2) COMBINER PANEL AC DISCONNECT AWG#4 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 45AC 0.87 25 FT 0.50/A (3) 1 AC D15CONNECT MAIN PANEL AWG#4 I 3 I THWN-2 AWG#8 1 THWN-2 CU PVC I" 45eC 0.87 10 FT 0.6% ELECTRICAL NOTES 5HEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT LISTED UL OR OTHER NRAND LABELED FOR ITS APPLICATION #I PV Source Circuit Wire Am acct Calculation CONFIGURATION 2)ALL CONDUCTORSRS SHALL BE COPPER, G RATED FOR 600 V AND SHAG WET ENVIRONMENT. [NEC 690.8(15)(1)]: (Isc)°(#of 5tnngs)'(I.5G)= 1 9.GG A 3-LINE DIA. 3.)WIRING,CONDUIT,AMC)RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#I O,ampacity°Temp Derate= 20.8 A Modules per String 1346 TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. 20.8 A> 19 ac A,therefore DC were size is valid. Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 1 10 2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 47 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Inverter Max Amperage output°(1 25) = 7 1.1 A Record low tem -109C FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL AWG#4, ampacity'(Temp Derate)"(Conduit FIII Derate)=82.65 A Voc Temp Coefficient -0.240/o/QC DRAWING SCALP APPLICABLE CODES AND STANDARDS 82 65 A>71.1 A,therefore AC wire size is valid DC SYSTEM SPECIFICATIONS CALCULATIONS 6)WHERE SIZES OF JUNCTION 5OXE5,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Combined Inverter Output Wire Am aci Calculation THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY P ) O eratin Current I O 3 A =(#of 5trin s)'(Im ) N °T°5° 7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Inverter Max Amperage output'(I.Co l 7 I.I A O eratin Voltage 41.3 V =(#modules in series)'(Vm ) I `i 8)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG#4, ampacity°°(Temp DeraAC wire size FIII Derate)=82 65 A Max.5 stem Volta,3e 50.0 V =(#modules In series)'[(((###%V/2C'.01)'(Lo Temp##AC-25))'(Voc))+(Voc)] 82 65 A> 7 I I A,therefore AC wire size is valid. y SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION Short Circuit Current 13 6 A =(#of strip s)'(Isc)'(1.25)per Art 690.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E C VIA WEED LUG OR ASCO GBL-4DBT LAY-IN LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER 1 O)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current 71 1 A OR O eratin AC Volta e 240 V PV-5 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690 35 TAX MAP: 1000055000300023000 SERVICE METER O 0 DE51GN 4 DRAFTING BY: ____ _ INSTALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM PHOTOVO�T,aic • ® . ��'�'BY 5 I NA2�I 29 CERTIFIE ® � I soIAR aR�xER ( I ) ALL LABEL SHALL BE INSTALLED IN EQUIPPED WITH ---- -- • ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN 0OPERATING VOLTAGE VDG REQUIREMENTS. Izevlslo DA B •. • DESCRIPTION DATE REV �109�VERCURR�ENT MAX SYSTEM •• , (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 06_I I-2021 SOLAR AC LOAD CENTER- OUTSIDE ;� � • REQUIRE FIELD VERIFICATION. (3) LABELS, WARNINGS) AND MARKING OTURN RAPID SHUTDOWN SWITCH TO Qg SHALL BE IN ACCORDANCE WITH NEC THE°OFF'POSITION TO SHUT DOWNPV SYSTEM AND I 10.2 I (B). OCKHAZARDINTHEA R -- - -- caunoN 4 THE MATERIAL USED FOR MARKING ' SHOCK HAZARDINTHEARRAY AC DISCONNEC I I POWER RO THEFOUO SERVICE SOURCES MOTH ( ) FDIS INEECTSLO GATED SH WITH DI900NNECom-:! TED&WNBREN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- INSIDE O ® "°'"'�"� TME E COMPLIANCE WITH NEC 1 10.2 1 (B)(3). CONTRACTOR PV BREAIQ:R ©WARNING PVARAY ® THIS EQUIPMENT FED BY MULTIPLE (5) THE PV SYSTEM CIRCUIT CONDUCTORS ® OO ® O ® &WARNING '� ® SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC.SOURCES TOTAL RATING OF ALL DUAL POWER SUPPLY COMPLIANCE WITH NEC 690.3 1 . 7470 SOUND AVE OVERCURRENT DEVICES,EXCLUDING SOURCES:UTILITY GRID MATTITUCK, NY 1 195 MAIN SUPPLY OVERCURRENT AND PV SOLAR LICENSE # 43889-h DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING AMPfY ACOFBUSBAR. LICENSE# 52G89-ME 0 &WARNING © �'_QlNARNING &WARNING I THIS SERVICE METER IS ALSO SERVED BY A PROJECT NAME ELECTRIC SHOCK HAZARD PHOTOVOLTAIC SYSTEM TERMINALS ON THE LINE AND I COMBINER PANEL PHOTOVOLTAIC SYSTEM LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS W CONDUIT - OUTSIDE BUILDING --INTHEOPENPOSITION . ® - C U — &WARNING °® q ® w SZ C)l Lu DUAL POWER SUPPLY LLQ >— ISOURCES:UTILITY GRID AND ® (� (V z PV SOLAR ELECTRIC SYSTEM W MAIN SERVICE PANEL - OUTSIDE CL/5 A CAUTION SO 0 LAR CIRCUIT VI —I z0 --i SOLAR _ O O O SOLAR ELEECC CAUTEM CONNECTED ® �, W LAI `mss O MAIN SERVICE PANEL- INSIDE (.,&WARNING l POWER SOURCE I OUTPUT CONNECTION I tt ice` ® O DO NOT RELOCATE THIS '1 5HEET NAME OVERCURRENT DEVICE qp� LABELS AC DISCONNECT/BREAKER DRAWING 5CAIP 0 CaD N .T.s. 5HEET NUMBER 1 V _G TAX MAP: 1000055000300023000