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HomeMy WebLinkAbout45659-Z rc3Z-.r*' SOfOIk G Town of Southold 4/2/2022 yam' P.O.Box 1179 o • ,c 53095 Main Rd 10 5Southold,New York 11971 I � CERTIFICATE OF OCCUPANCY No: 42963 Date: 4/2/2022 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1490 Water Terrace, Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-13.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/28/2020 pursuant to which Building Permit No. 45659 dated 1/8/2021 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 as applied for. The certificate is issued to Fogarty,Michael&Michele of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45659 5/14/2021 PLUMBERS CERTIFICATION DATED n n th e Si4Q gnature TOWN OF SOUTHOLD Gy BUILDING DEPARTMENT CO z TOWN CLERK'S OFFICE Wo • ? 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#: 45659 Date: 1/8/2021 ..Permission is hereby granted to: Fogarty, Michael & Michele 95 Beverly Ave Floral Park, NY 11001 To: install roof-mounted solar panels as applied for. At premises located at: 1490 Water Terrace, Southold SCTM #473889 Sec/Block/Lot# 88.-6-13.16 Pursuant to application dated 12/28/2020 and approved by the Building Inspector. To expire on 7/10/2022. Fees: SOLAR PANELS $50.00 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 T tal: $200.00 Building Inspector o��OF SOUIyOI Town Hall Annex ~ ® Telephone.(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 COUM`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Fogarty Address: 1490 Water Terrace city:Southold st: NY zip: 11971 Building Permit* 45659 section: 88 Block: 6 Lot: 13.16 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 X Solar X Commerical Outdoor X 1st Floor X 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 Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: 11.02kW Roof Mounted PV Solar Energy System w/ (29) Qcell Qpeak DuoBLK- G9-380 Modules, Enphase IQ Combiner 3 w/220x3 210x1, PV AC Disconnect 43.9 A Notes: Solar Inspector Signature: Date: May 14, 2021 S.Devlin-Cert Electrical Compliance Form.xls �Y 601 - # # 'TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] . SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL �olA✓ [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION ] PRE C/O REMARKS:. t � CD 3 S QA- & v Wq co I u I Or Ui fes' wt l"� m 4 ' jilks'k C DATE tlb-V17,014 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ -] FOUNDATION 1ST [ ] ROUGH PL13G. [ ]. FOUNDATION-2ND _ [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: U5'e bvkS te DATE I `Z ''�L INSPECTORS-- _ SO//1y�6 .L! # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 -INSPECTION [ `] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ '] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [/] PRE C/O REMARKS: DATE 4-Z- INSPECTOR ��s-- --�—% Town of Southold E C E � V E January 4th,2022 Building Department Town Hall Annex Building SAN 1 0 2072 54375 Route 25 BUILDING DEPT. P.O. Box 1179 TOWN OFSOUTHOLD Southold, NY 11971 Subject: Roof Mounted.Solar Panels at the,Fogarty-.Residencel=1400_WatertTet.race,-Southold, NY 119-7.1 To Town of Southold: I have reviewed the solar energy system installation in the subject topic on January 4th,2022. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department, Town of Southold, New York. The solar panel installation is in compliance with the requirements of the 2020 Residential Code of New York State, the 2017 National Electric Code, SEI/ASCE 07-16"Minimum Design Loads for Buildings and Other Structures", NFPA Standard 70 and current industry standards and practices and based on documentation and data supplied by Element Energy at the time of this report. Markings in accordance with Section 690.53 of the National Electrical Code are provided. To the best of my belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sinely; - 1 F t4 Wap James rkoski, PE 260 Deer Drive w. Mattituck, NY\111952 631-774-7355 J s z .n v. ® o e w • � ° ® a e� s e: o Tat ---'�i � _ _�_ _dam ,_ -nom-----�--'��-_ ► , � -RIM tea® e • DocuSign Envelope ID:375DBFC8-AA74-40F8-8987-68962CB8114F �°S°fFot��oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 yo �ao� Telephone(631)765-1802 Fax(631)765-9502 httl)s://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT 1 For Office Use 0441 PERMIT NO. Building In n r,, DEC 2 0 2020 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 12/8/2020 OWNER(S)OF PROPERTY: Name:Mi chael G Fogarty SCT M#1000- Physical Address: 1490 water Terr, Southold, NY 11971 Phone#: 203-550-6910 Email:mgfoges@gmai 1 .com Mailing Address: 95 Beverly Place Floral Park, NY 11001 CONTACT PERSON: Name:PATRICIA GIBSON Mailing Address: 7470 MSound Avenue Matti tuck, NY 11952 Phone#: 631-861-5923 Email:PATRICIA.GIBSON@E2SYS.COM DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR.INFORMATION Name: Element Energy LLC Mailing Address: 7470 Sound Avenue 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 Roof mounted solar pv system $ 40,782.08 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 DocuSign Envelope ID:375DBFC8-AA74-40F8-8987-68962CB8114F PROPERTY INFORMATION 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? ❑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 necessaryinspections:False statements made herein are punishable asa Class A misdemeanor pursuanUto.Se I n 210.45 of the New York State.Penal Law. Application Submitted By(print name): PATRICIA GIBSON SAuthorized Agent ❑Owner Signature of Applicant _ Date: z i STATE OF NEW YORK) SS: COUNTY OF 9U PATRICIA GIBSON 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 {//'V61a� 20 J 0 (2 -7", Notary Public if PROPERTY OWNER AUTHORIZATION PATRICIA A MAY (Where the applicant is not the owner) OTARY PUBLIC-STATE OF NEW YORK No. O1 MA4676634 Qualified in Suffolk County Michael G Fogarty 1490 water Terrace My Commission Expires March 30, 20-412,I, residing at Southold, NY 11971 PATRICIA GIBSON Element Energy LLC do hereby authorize to apply on mvbehalf to the Town of Southold Building Department for approval as described herein. FocuSigned by: NwG Ebb 12/8/2020 2c15990ZJWWs Signature Date Michael G Fogarty Print Owner's Name 2 ._. .. ,. ..._ .... i y SUFEO�;ts �A 1 2 2021 BUILDING DEPARTMENT-Electrical Inspector OG TOWN OF SOUTHOLD o ` v Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 yQjQ �rY; Telephone (631) 755-1802 - FAX (631) 765-95.02 --- �= rod erriaMsoutholdtownny:aov seand0southoldtownny qov. APPLICATION. FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:_h-maj , r C Name: '^ License No.: email: Phone No: 3l [�I request an email copy.of Certificate of Compliance Address.: f S JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No:: aa3=;550 ' 17 Bldg.Permit#: email: Tax Map District: 1000. Section: O'�g,co. Block: bct:..cz0 Lot: pi301(o BRIEF Dq ESC PTION OF WORK(Please Print Clearly) at My, � J pigs s�l = s � � 31) an Gf � Check All That Apply: Is job ready for inspection?: .DYES ®NO Rough In Final Do you"need a Temp Certificate?: ❑YES [ZNO Issued On Temp Information: (All information required) Service Size 01 Ph 03 Ph Size: A #Meters Old Meter## New Service � Q-Service Reconnect 0 Underground.E Overhead #Underground Laterals 01 2 DH Frame;OPoie 'Work done'-.ori Service? QY DN Additional Information: - PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx PERMIT# Address: Switches Outlets GFI's _ Surface Sconces UC U Fans Fridge Exhaust Oven _ Dryer - `.._ _._. _Service Smokes_ DV11� Generator Carbon-___. :,e.___. __.,.. ..._... _ .-._ ,_.�."_ - ._.___, ..Micro..-.,, Combo C_ _ Cooktop :;h, Transfer , AC AH _ . . - _ ._: , ` Mini Special:--., Comments: ---------------- ot `v S��FO C � t� 2 202- 1 BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD z , r x;. raj&Town Half Annex-;54375Main Road -'PO Box 1179 0 Southold, New York 11971-0959 y'� a0�y Telephone (631) 765-1802 - FAX (631) 765-9502 ro9err(cr�southoldtownnv:gov, seandCa�so:utholtltownny..gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information-Required) Date: 2) Company Name: LLC— Name: C Name: , . License No.: > email: :—W.,�, Phone No: 31 21 request an email copy.of Certificate of Compliance Address.: q 0 5a__ JOB SITE INFORMATION (Au Information Required). Name: Address: Lf ,r Cross Street: Phone No.: ad 3 -550 -tel Bldg-Permit#: email Tax Map District: 1000 --mo, 222CLi om Section: O%$,CO Block: 6u Jcx) Lot: of 3.o lto BRIEF DESC PTION OF WORK (Please Print Clearly) J-10 fand plus 72- 715 i1t t(`+n Ln Check All That Apply: Is job ready for inspection? ❑YES ®NO" ❑Rough In ®Final Do you need a Temp Certificate?: ❑YES [ZNO Issued On Temp Information: (All information required) Service Size EDI .Ph ❑3 Ph Sizer A #Meters Old Meter# ❑New Service ❑ Service Reconnect []underground ❑overhead #Underground Laterals 01 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.)dsx 1 AP R VEDAS NOTED. COMPLY WITH ALL CODES OF I Z B.P.# �� NEW YORK STATE & TOWN CODES S OF DATE: AS REQUIRED A9 FEE: BY: MOTIF BUILDING DLPART T AT _SOUTHOLDTOWNZB 765-1802 8 AM TO 4 PM- FOR THE SOUTHOLDT PLANNING BOARD FOLLOWING`•INSPECTIONS:, SOUTHO TOWN TRUSTEES 1. FOUNDATION TWO REQUIRED FOR ;POURED_ CONCRETE` N`r`. .DEC 2. ROUGH - FRAMING-,& PLUMBING 3. INSULATION` ; 4. FINAL - CONSTRUCTION".;MUST BE COMPLETE "FOR C 0 OCCUPANCY ALL CONSTRUCTION °SHALL.,MEET THE OR REQUIREMENTS'OF THE CODES,OF NEW � � UNLAWFUL YORK STATE. NOT RESPONSIBLE FOR IS DESIGN OR CONSTRUCTION ERRORS. WITHOUT CER71CAT �,�RICAI-INSPE��REQUIRED F OCCUPANCY RETAIL STORM WATER RUNOFF PUR)LIANT TO CHAPTER 236 T'(7 rt.. i_R;Zrtil �:,,_ GODE F X44 Town of Southold December 8th, 2020 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Fogarty Residence, 1490 Water Terrace, Southold NY 11971 To Whom It May Concern: 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 130 mph, 3 second gust, 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. \Mattituck, a DE p i, PE m w 52 oA 5 s4 �ypy r " SCOPE OF WORK `«, DESIGN t DRAFTING BY: ELEMENT ENERGY LLC 7G INSTALL A i .vc K.'v J IOVOLTAIC (PV)SYSTEM AT THE FOGARTY RESIDENCE REVIEW BY J.M.NABCEP CERTIFIED 051 112-129 LOCATED AT 1 490 WATER TERRACE,SOUTHOLD,NY 1 197 1. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. - DESCRIPTION DATE REV SYSTEM RATING - kW DC 5TC •� �, s+e�ierraa� EQUIPMENT SUMMARY x Vis' ., .a;,,, 9 QCELL Q.PEAK DUO ML-G9 380 WATT PV MODULE g ENPHASE IQ7PLU5-72-2-US MICRO INVERTERS wp - '-; - __ _ -, I CONTRACTOR IRONRIDGE YR 100 MOUNTING 5Y5TEM SKEET INDEX ELEMENT ENERGY, L PV-1 COVER MAT4i 0 SOU YD AVE. PV-2 SITE PLAN o s•+ CK, N IIO' PV-3 ROOF PV LAYOUT ¢„ fTA`. LICENSE # 43589- PV-4 STRUCTURAL/DETAILS SECTIONSLICENSE # 52680-r, PV-5 3-LINE ELECTRICAL DIAGRAM ��„�,r PV-G LABELS -` OF keh, r GOVERNING CODES IN 270'-3 ogo*E co iDEFR �Q'P 240- 0 120° * ,P, Q�. .� 2017 NATIONAL ELECTRICAL CODE. 2100 150* r' t * PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK STATE. 1800 ,•, m ,� w ASCE 7-1 G AND NEPA-70. z UNDERWRITERS LABORATORIES(UL)STANDARDS OSHA 29 CFR 19 10.269Q W 3. q 50 �� W T� GENERAL NOTES PROJECs ION w 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT C) THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE , �. :. (j) HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK L1 a z AGREE THE SAME. , �� Li--I 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. it r '��'� CLI >, O AGENCIES HAVING JURISDICTION THEREOF IF REQUIRED. CONTRACTORS LIABILITY, WORKMAN'S COMPENSATION, Q = E COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES ';•:2 \_` O O F- 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO ALL RULES AND REGULATIONS OF THE RESPONSIBLE 'e� ... �• � COMMENCING WITH WORK. f JURISDICTION. ' c LL O I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR _ 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE •� ;•�` � w�� `�_ • �• , r '�” - �` � WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE THE PHASE TO COMPLY WITH THE REGULATIONS r, ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THI5 SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL ASSUME ALL ' . RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY F LATE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT •+A •;J r 911EET NAME ALL STRUCTURAL STEEL SHALL BE AND SHALL BE FABRICATED AND INSTALLED A5 PER LATEST A.I.S.0 _ CONSTRUCTION. / SPECIFICATIONS. .p -� • �( .' •♦ . COVER 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE �i •• G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE .: •' ' `' DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. 4 BY EXISTING . `1'�% CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NY5 CODES* REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. �,,� , DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 �� +' T a • - ' '• WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON •T• . 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND «�� .�; �� SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. 4. -a _ 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED ` '?' x � '`• PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY 15 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 TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF ' ��. :' ti r d SYIEET NUMBER _ 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL ► s _�� - -'-'"��,� '� �--- E_ { EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. AERIAL VIEW — I RESULT of Hls WORK. TAX MAP: 1000088000GO00130 I G LEGEND CONSTRUCTION NOTES DE5IG41 4 DRAFTUdG BY: EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REVIEW BY J.M.NABCEP CERTIFIL_ ENEW PV SUB-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. OSI 112-129 A/C DISCONNECT COMBINER 2.) ALL OUTDOOR.EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. INVERTERS 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS GND ELECTRODE DESCRIPTION DATE i REV .. - PV MODULE —RACKING RAIL o ATTACHMENT POINT ---RAFTERS -- -- ..... _..._ -*—ROOF PITCH ANGLE ®SUNRUN METER ®VENT - 0PLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY COMPOSITE GOOD CONDITIONS ! -'.POTENTIAL SHADING ISSUES 1 TRIM/REMOVE AS NECESSARY + CEMENT ENERGY, L. 7470 SOUND AVi ?ATTITUCIC. NY I I LICENSE # 43889 _ICENSE # 52G89-^ p 9 ���LL� �hJQPS•'` �0 W � v U �� z Lu 0'-64 r - wz 22 P 4 I '-2" C) 17'-8" — CZ L F— O_ D1 m O N V o E- o � - 10'-22" 0 O T �P� n SPF t U � 3 _ 19"FIRE SETBACK SRIDGE F N�� 17'-74 4 DFS 18'FIRE SUDACK®RIDGE 5HEET NAME fi �c<� 9111 m °` SITE PLAN N n10'-2 2 o� ` b ° _ _ � DRAINING SCALE 9 oDISTORTION TYP. X21 Q X50° 35'-54' TO - 1�° G"x 36'GROUND ACCESS TYP. 2 18 5HEET tIUIvIBER - S PV-2 TAX MAP: 1000088000GOOO 1 301 6 CONSTRUCTION SUMMARY DEE DRAFTING ELLEMEEME NT ENERGY LLC (43) QCELL Q.PEAK DUO ML-G9 380 WATT PV MODULES (DIMENSIONS: 72.4"x 40.6"x 1.3") os 1 ; z- 2 w` vlEty BY J.M.I,ABCP cERriF L `" e (43) ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS p° (80) ATTACHMENT POINTS @ G4" O.C. MAX. REVISIONS (3 10) LF IRONRJDGE X100 MOUNTING SYSTEM. ` R ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYQg0° DescRlPrloN DATE Rev ER) CONSTRUCTION NOTES 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE -Ai 21 ° 1cj0 j WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Vv 2Qp,t1p° �$p° 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. cJ 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE O FIELD VERIFICATION. CONTRACTOR _.EMENT ENERGI'. 7470 SOUND AVE ATTITUCK, NY I 1 9 - 4'-54° �iCE EEN7 # 52 89 P, P``' /'� - e I � _ _r�;'�� yQP4�' I 1 �hl l5pl`� pW � I 00 y� �6 ropy ARRAY#2 PROJECT NAME 13 MODULES PITCH 16 1AZIMUTH LLJ II ' rI L U ct Wim 1 I ARRAY#3 C) � N N 1 4 MODULES 2-8 1 I I-_ I 20°ZIP W n/ z -.. _......-I 25�AZIMUTH tt..rr.__ 71 71 aa1- . —L. - ' r; ro cz O n 3 O LEGEND -- --- g - c� n �ExISTING UTIUTY METER —� __ri�-- - --�— -- -�+ MAIN SERVICE PANEL �'<, ' ---18 [a' o. ��J- I FIRE 5`TBACK RIDSE _ NEW PV SUB-PANELS F N COMBIDN CONNECT \t�A_. DE /,, Q SHEET NAME I a'FIRE SEl UACY.(g RIUGF �(f. ��r INVERTERS OND ELECTRODE /w� .�...r—_�._i�— 'Y-` \ �s ��.� >�----•[?.�- n ' OOF DETA L lPv MODULE a, RACKING RAIL o ATTACHMENT POINTj, (�O 'z RAFTERS v _-- \ > _ � NPS DRAWING SCALL' (ROOF PITCH ANGLE SUNRUN METER ---- — --- Z-8" ®VENT D15TORTION TYP. ARRAY#4 0PLUMBING VENT ARRAY#I 4 MODULES ®SKY LIGHT 8 M201 ODULES 20 AZIMUTH SHEET NU3MtSER G20'PITCH . x 6"GROUND ACCESS TYP. ®CHIMNEY L51-7-L u �� 3G1°�MUTH I I I ®COMPOSITE SHINGLES 4 W 6000 CONDITION POTENTIAL SHADING ISSUES TAX MAP: 1000088000GOOO 1301 G - ITRIM/REMOVE AS NECESSARY: LOAD CALCULATIOF! ARRAY# ARRAY#2 ARRAY#33#4 ITEM DESCRIPTION ARRAY#I #2 ARRAY#3 t #4 DE51GIi 3 DRAFTING BY: RB Rid e Beam/Board ELPMENT ENERGY LLC MODULE WEIGHT(Lbs) 43.0 43.0 43.0 R Rafters '.EVIEW BY J.M.)126120 CERTIFIL;' (D) Deckin os 1 i 12 120 #OF MODULES 8 3 4 (P) Pitch TOTAL MODULE WEIGHT(Lbs) 344.0 559.0 172.0 (V) Vertical Support REVISIONS (J) Cellincl J015t oEscelarlo" TOTAL LENGTH OF RAIL(Ft) 97.2 158.0 27.4 (C) Collar Ties RAIL WEIGHT PER FOOT(Lbs) 0.G8 0.G8 0.G8 (H) Horizontal Span of(R) TOTAL PAIL WEIGHT(Lbs) GG.1 107.4 18.G #Of 5TRANDOFF5 24 40 8 WEIGHT PER 5TRANDOFF(Lbe,) 2 2 2 TOTAL 5TANDOFF WEIGHT(Lbs) 48 80 1 G TOTAL ARRAY WEIGHT(Lbs) 458.1 74G.4 206.6 POINT LOAD(Lbs) 19.1 18.7 25.8 CONTRACTOR TOTAL AP PAY AREA(Sq Ft) 155.4 252.6 77.7 `� `\ I ARRAY DEAD LOAD(Lbs/5q Ft) 2.9 3.0 27 I ELEMENT ENERGY, LI I 7470 SOUND AV? As per ASCE 7 - Method - (table -1 IATTCEINSE # 43889 net = t net e G-2) l�zt sec ne a e - CLIMACTIC AND Ground and Speecl Live load, Point Max fastener I ICENSE # 52G894, GEOGRAPHIC DE51GN Category 5now Load 3 sec gust pnet30 per pullout loac Fastener Type spacing along CRITERIA Pg mph A5CE7, p—li Ib. rads, in. A # 20 130 # 4G8 5/1 G"x G"5tainle55 Steel Roof Section f3 G4" # NP, TYP, # TYP. Lag Bolts PPCJECT IIAME For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. a• Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural [ARRAY#I #2J [ARRAY#3 #4] W requirements of this code.The weathering column shall be filled in with the weathering index, "negligible,""moderate"or"severe"for concrete as tLl determined from Figure R301.2(3). The grade of masonry units shall be determined from ASTM C 34, C 55,C 62,C 73,C 90, C 129,C 145,C 216 U or C 652. Z b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with LLJ the minimum depth of footing below finish grade. ROOF FRAMING DETAIL 1 W 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 F— j- subterranean termite damage. L_J OC 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(4)A].Wind exposure DZ/ LU category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Q 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 Q —1 International Plumbing Code. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience C�/ > Q as determined by the building official. )MODULE MOUNTING CLAMP Q Ir— f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. Ut 0 = g. To establish flood hazard areas, each community regulated under Title 19. Part 1203 of the Official Compilation of Codes, Rules and SOLAR MODULE--\ 0') ::) Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,ata minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community. STAINLESS STEEL 3/a° u— _ BOLT AND NUT as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), ii. Flood Boundary and Floodway Map(FBFM), and f iii. Related supporting data along with any revisions thereto. IRONRIDGE ALUMINUM RAIL) 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 ALUMINUM"L°BRACKET Q $MEET rIAMt 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 ALUMINUM FLASHING C7 5 !� art of the table with"NO." ^� 'f 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 71► �P,1 +� �� _�T RU CTU 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 Data Center data table"Air to W Freezing Index-USA Method(Base 32°F).° ASPHALT SHINGLE ROOF Z cu k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind 5/I STEE <G"5TAI EL LAG BOL �1 O) �F �� DRAWING SCALE speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 2 1/2'MIN THRE.A I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this PENETRATION SEAL ��S510t�A� C, [�VQ�( FLL part of the table with"YES"and W /�ITH GEOCEL 4500 \5 � m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise,the jurisdiction shall (EQUIVALENT OR BETTER) I indicate`NO"in this part of the table. in. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet _ SHEET HUM6EK above 1000 feet. (') See Figure R301.2(4)B. PV-4 TAX MAP: 10000880006000 13016 MOUNTING DETAIL DE5IGII&DRAFTiIJG BY: ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIT' 05! 1 12-129 TO UTILITY GRID I STRING # I REVIs1oNs I SCR PTION DATE I _ _ _ _ _ - f - - i 1 N BI-DIRECTIONAL - -------- ------- (-- - - --- - --- ------ --- -- ---- I - i UTILITY METER -- PHASE 240 V t- -------------- T I- - -- =� I� I� I - - _._.I —4T_ CONTRACTOP I -- i 1 It ---- ---- ------ ----- ------ --�---- ------ I + 1 ENPHA5E BRANCH / 1 1 CIRCUIT CABLE TYPICAL / ELEMENT ENERGY. I l J 7470 SOUND At AC D15CONNECT 2 'AATTITUCK, NY I I 1 LICENSE # 4388 LICENSE # 52689 N L LI N L L 2 1 I I I I MAIN SERVICE PANEL PROJECT hIAMk Il N N Tt----------- Y ------a ------------------------------------------------------� I AC COMBINER BOX N W IG EITIT W I � U N I I I I I I 1 EXISTING GROUNDING z ELECTRODE SYSTEM I.L.[ I) W I j W L----------------------------------------------------J Uj C WIRE # CONDUIT SCHEDULE Q CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP E5TIMATED =(5% 0 O I.D. # ORIGIN DESTINATION 512E PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE 51ZE TEMP DERATE DISTANCE 0 3 i 0.i 5(B)(3) 3'D.;513)(2a)/(3c) INVERTERS COMBINER PANEL AWG#10 1 6 0.8 USE-2/PV Wire AWG#8 1 BARE CU FREE AIR I" 70QC 0.65 OR EMT O COMBINER PANEL AC DISCONNECT 1 3 1 THWN-2 I THWN-2 CU PVC 0.87 0.6% AC DISCONNECT MAIN PANEL ! 3 1 1 THWN-2 I THWN-2 CU PVC 0.87 0.6% g�D E�yO ELECTRICAL NOTESN `• i �O 5HEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS tR A to ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED`r-OR ITS APPLICATICh. r_ Y PV Source Circuit Wire Am as Calculation CONFIGURATION ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 909C WET ENVIRONMENT. p 0 r � W 3-LINE D I A [NEC 690.8(5)(1)]: '(I.56) = Modules per 5tnn (tl ;rUj WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTI` p 9 TO,AND LOCATED AS CLOSE AS P0551BLE TO THE NEAREST RIDGE, HIP, OR VALLEY. Modules per Inverter WORMING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 07 COMPLY WITH NEC 1 10.26. Inverter Output Wire Ampacity Calculation A Q DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output'(1.25) Record low temp sl FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACE550RIE5 TO FULFILL Voc Temp Coefficient DRAWING 5CALL- APPLICABLE CODES AND STANDARDS. DC SYSTEM SPECIFICATIONS CALCULATIONS WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED. Combined Inverter Output Wire Ampacity Calculation Operatinq Current THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY, Inverter Max Am era e output' (1.25) O eratin N .T.5 . ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Vlt aje MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODUI F. Max.System Volta e SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LL AC SYSTEM SPECIFICATIONS SHEET NUMBER OR II-SCO GBL.-4DBT LAY-IN LUG. Max AC Output Current �.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(positive/n"ative) F)V R Operatinq AC Voltale 240 V — 7.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.'-- TAX MAP: 1 0000880006000 13016 DE51GII€DRAFTING 6Y: SERVICE METER 0 BIPOLAR SOURCE © INDICATING AC DISCONNECT INSTALLATION NOTE ELEMENT BCEFCERGY C REVIEW BY J.M.FJABCEP CERTF:EC 1 ( I ) ALL LABEL SHALL BE INSTALLED IN 051 :Z 2e 0 d WARNING ! WA R N f N G 1 ACCORDANCE WITH THE 2014 NEC r�visioNs REQUIREMENTS. 0119CRPT'CN 0 1A7F . THIS SERVICE METER TURN OFF PHOTOVOLTAIC (2) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION SOLAR .AC LOAD CENTER IS ALSO SERVED BY A AC DISCONNECT PRIOR TO __._. PHOTOVOLTAIC SYSTEM WORKING INSIDE PANEL (3) LABELS, WARNINGS) AND MARKING SHALL BE IN ACCORDANCE WITH NEC - - O O D I 10.2 I 02 AT PV SYSTEM AC COMBINER AT THE POINT OF DISCONNECT (B). (4) THE MATERIAL USED FOR MARKING MUST BE WEATHER RESISTANT, IN CONTRACTOR CONDUIT RACEWAYS �V1iARNING COMPLIANCE WITH NEC 1 10.2 1 (3)(3). © DISCONNECT (5) THE PV SYSTEM CIRCUIT CONDUCTORS MENT ENERGY. O PHOTOVOLTAIC SYSTEM SHALL BE LABELED INSTALLED IN 470 SOUND A\ COMPLIANCE WITH NEC 690.3 1 . I-TITUCK. NY I I COMBINER PANEL -TENSE # 4388` DO NOT ADD LOADS ® AC DISCONNECT ENH # 52689 RAPID SHUTDOWN SWITCH SEE NOTE (3) (RACEWAYS) ' • • • ® PRaecr 11„1.1 F,'mill" [com i I I'L I MR. Lu MAIN SERVICE PANEL •' z �, 4 RAPID SHUTDOWN SWITCH Lu © 0 � F O DC DISCONNECT cn > W p/ a/ LUo AC DISCONNECT/BREAKER • • • • CLI O OR COMBINER BOX , , . QD O O LL- O 7 1 8 0 INDICATING RAPID SHUTDOWN SYSTEM � • • • � F NCO, SrtEETNAME D _* ��� LABEL:., r `. Z s ... ILI RAPID SHUTDOWN O� OJ� •n• �� DRAW(lIG 5C�LE ssIbA \ rr N 1 SHEET NUMBER PV-6 TAX MAP: 1 0000880006000 1301 G