Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
48611-Z
hod*of SOUr Town of Southold * * P.O. Box 1179 0 53095 Main Rd �o�y�OUNT(Nio Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46869 Date: 03/02/2026 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 8310 Soundview Ave Southold, NY 11971 See/Block/Lot: 5 9.-7-29.6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/19/2022 Pursuant to which Building Permit No., 48611 and dated: 12/16/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Roof-mounted solar panels to existing accessory garage as applied for. The certificate is issued to: Rosemarie Wagner , Robert Wagner Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48611 8/15/2025 PLUMBERS CERTIFICATION: LthorizU Signature �NOfSOUTy0 TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48611 Date: 12/16/2022 Permission is hereby granted to: Renewal Date: 01/23/2025 Rosemarie J Wagner 8310 Soundview Ave Southold, NY 11971 To: install roof-mounted solar panels to existing accessory garage as applied for. Premises Located at: 8310 Soundview Ave, Southold, NY 11971 SCTM#59.-7-29.6 Pursuant to application dated 10/19/2022 and approved by the Building Inspector. To expire on 01/23/2027. Contractors: Fees: Renewal Fee $100.00 Total 100 Building Inspector � -� TOWN OF SOUTHOLD �o�suFFotK�o BUILDING DEPARTMENT TOWN CLERK'S OFFICE co oy • � �� 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#: 48611 Date: 12/16/2022 Permission is hereby granted to: Wagner, Rosemarie 8310 Soundview Ave Southold, NY 11971 To: install roof-mounted solar panels to existing accessory garage as applied for. At premises located at: 8310 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 59.-7-29.6 Pursuant to application dated 10/19/2022 and approved by the Building Inspector. To expire on 6/16/2024. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 Building Inspector ho��pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 ;O COWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rosemarie Wagner Address: 8310 Soundview Ave City: Southold St: NY Zip: 11971 Building Permit#: 48611 section: 59 Block: 7 Lot: 29.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Element Energy License No: 52689ME SITE DETAILS Office Use Only Indoor (✓ Basement F Service F Solar W Outdoor 1st Floor F Pool r Spa Renovation 2nd Floor I— Hot Tub r Generator r— Survey rF-j Attic I— Garage Battery Storage rF-1 INVENTORY Service 1 ph F 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 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 16.8kW Roof Mounted PV Solar Energy System W/ (42)QcellQpeakDuoBlkG-10 40OW Modules, Combiner Panel w/ (4)Strings to Roof 20A, 60AC Disconnect, Lineside Tapped Notes: Solar on Acc. Bldg Inspector Signature: X Date: August 15, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.nv.us 8310Sou ndviewAveSolar OF SOGTyolo - —- # # TOWN OF SOUTHOLD BUILDING DEPT. °y�►�,� 631-765-1802 INSPECTION [. ] FOUNDATION 1ST/ REBAR [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 SULATIOWCAULKING [ ] FRAMING /STRAPPING [ .FINAL �So [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY]NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] PRE C/O-, [ ] RENTAL REMARKS: 01cl- C.0- -pzndu_rLaxe DATE - /a INSPECTOR. OF S�UTyolo !v�� ew * # - TOWvv6 N OF SOUTHOLD BUILDING T. °�ycourm �� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: q- a � aAT DATE 9 1,2 INSPECTOR OF 50UTy�lo L-1 6b U # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycouMVN, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O [ ] RENTAL REMARKS: C - a k A L/ r- ' -pomyllu io 6AA�� DATE vy INSPECTOR Town of Southold 23. 2025 March 17th, 2023 Building Department BAN Town Hall Annex Building 54375 Route 25 Department } Building P.O. Box 1179 -town of Southold Southold, NY 11971 Subject: Roof Mounted Solar.Panels at the Wagner Residence 8310 Soundview.Ave Southold NY 11971 To Town of Southold: I have reviewed the solar energy system installation in the subject topic March 17th, 2023.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 reasonabie.standards of practice with the view to the safeguarding of life, health, property and public welfare. Jam. koski, PE .`� i EW yo 260.Deee D EFRko 'Q . Mattituck, NY 11952 G° 1 631-774-7355 2- SS�'- - Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO Town of Southold ® E E E May 19th, 2025 Building Department Town Hall Annex AUG 1 5 2025 54375 Main Road P.O. Box 1179 Building Department Southold, New York 11971-0959 Town of Southold Subject: Roof Mounted Solar Panels at the Wagner Residence, 8310 Soundview Ave. Southold, NY 11971 To Town of Southold: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code, ASCE 7-16, and NFPA-70. These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second gust, 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 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, of NEwy Gennaro Anthony Giustra. P.E. r�P�,eg° A c2 0 Great Eastern Services, Inc. _ w Yc, PO Box 240 m w 24 Harvey Rd !` Riverhead, NY 11901 103443 ARo�sswNP� Mobile: 631.235.0189 Email: jerrygiustra@gmail.com MELD INSPECTION REPORT DATE COMMENTS �b oQ FOUNDATION (1ST) j ------------------------------------- FOUNDATION (2ND) G ROUGH FRAMING& PLUMBING y C N t� INSULATION PER N.Y. STATE ENERGY CODE FINAL i I ADDITIONAL COMMENTS d I? Pc 6 s+ i n4&A C.0 � Z 3 0 J. z x d b H Zoho Sign Document ID:C:U2LUC:YZ-XU1M50OWP5101EX1l3TVCaNPURSX3ZTRUIUU o�';4S'0814'eoGy TOWN OF SOUTHOLD —BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn .gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: AA Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an OCT 9 2922 Owner's Authorization form(Page 2)shall be completed. TO, Date: OWNERS)OF PROPERTY: Name: Robert Wagner SCTM#1000- 059.00-07.00-029.006 Project Address: 8310 Sound View Ave. Southold NY 11971 Phone#: 917-515-3022 Email: Mailing Address: CONTACT PERSON:. Name: Charles Jacabacci Mailing Address: 7470 Sound Ave.,Mattituck,NY 11952 Phone#: 631-388-7041 Email: chades.jacabacci@e2sys.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email, CONTRACTOR INFORMATION: Name: Element Energy'LLC Mailing Address: 7470 Sound Ave., Mattituck, NY 11952 Phone#: 631-779-7993 Email: permits@e2sys.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Struoctt*e ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ✓Otherounted solar PV system with (42) QCELL Q.PEAK DUO BILK $ 101,880.00 Will the lot be re-graded? ❑Yes ✓No Will excess fill be removed from premises? ❑Yes ✓ No 1 r Zoho Sign Document ID:G02LUGYZ-XU1M50DWP5101EX1BTVUNPURSX3ZTR(3lUU PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential Zone AC this property? ❑Yes ✓No IF YES, PROVIDE A COPY. I✓Check 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 thhiis, J7day of V& A r , 2000(Q A n1i 0j/-u1L, otary Public DEBRA A SEPULVEDA SoMRY pUBUC,STATE OF NEW YORX PROPERTY OWNER AU HORIZAK QUonNO601SE6012697 (Where the applicant is n t the own��'aS Ik ty Myemmtss�on pins o? ° ,..._ I� Robert Wagner residing at 7470 Sound Ave.,Mattituck,NY 11952 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 Robert Wagner Print Owner's Name 2 Zoho Sign Document ID:C;U2LUC;YZ-XUlM50DWP5101EX1BTVUNPURSX3ZTR(3]UU ,l F�'c,�FE01xt�?4 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 " Southold, New York 11971-0959 �` �► p� .'%'t Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.Qov - seandasoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Oct 14 2022 Company Name: Element Energy LLC Name: Jamie Minnick License No.: 52689-ME email: permits@e2sys.com Address: 7470 Sound Ave., Mattituck,NY 11952 Phone No.: 631-861-5920 JOB SITE INFORMATION (All Information Required) Name: Robert Wagner Address: 7470 Sound Ave.,Mattituck,NY 11952 Cross Street: Phone No.: 917-515-3022 Bldg.Permit#: t g(0 email: Tax Map District: 1000 Section: 059.00 Block: 07.00 Lot: 029.006 BRIER DESCRIPTION OF WORK (Please Print Clearly) ounted solar PV system with(42)QCELL Q.PEAK DUO BLK ML-G10+400(42)Enphase IQ8-PLUS-72-2-US Circle All That Apply: Is job ready for inspection?: ✓ / NO Rough In Final Do you need a Temp Certificate?: `/ / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: - .A #Meters Old Meter# . New Service - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE.WITH.APPLICATION Request for Inspection Form.xls BUILDINGDEPARTFIVIENT-Elect7ka-Hinspect,or O ard TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 lip Southold, N-ew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 yip. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date;- Company Name: C ED e�A4 E ie c e rr.a i i License No. Elec, Phone No., ',1 [91 request an email copy of cerz,'�,cate-of Compliance Elec Address.: -? ,D So vu-j 4L OLV-�-, fn je,_, X" . 1, POP SITE INFORMATION (All information Required) Address: oJ M66[t CJLV 6 -L4 STS5�N., A Or.cross-Street: IzkPhcBlclo.p fl)Tax p Phone No.: 1 . 17 D i Bldg-�Permft 4 email: ca's "CID 1000 Section• Block: 0,7. 0%) Loth a IA0 Tax Map District: BRIEF DESCRIPTION OF VVORKi INCLUDE SQUARE FOOTAGE (Please Print Clearly): 7- Circle A-11 Tihat Apply: Square Foortag Is job ready for inspection?: EJ YES RBRIO F Rough In a Final Do you need a Temp Certificate?: F1 I N YES r---'NO Issued On Temp information.- (All information required) Service Size[I'l Ph�3ft Size- _A #Meters Old Meter# [-]New service[]Fire Reconnect E]Flood Reconnect[:]Service Reconnect ounderg round ElOverheadi Underground Laterals M I F12 r-1 H Frame '[] Pole Work done on Service? Y []N Additional Information: PAYMENT QUENVITH APPLICATION Southold Town Building Department P.O.Box 1179 Permit#: 48611 53095 Main Rd Southold,New York 11971 Permit Date: 12/16/2022 (631)765-1802 Expiration Date: 6/16/2024 Parcel ID: 59.-7-29.6 BUILDING PERMIT RENEWAL LETTER Dated: 1/17/2025 Applicant: Wagner,Rosemarie ,( Location: 8310 Soundview Ave, Southold Work Description: SOLAR PANEL G install roof-mounted solar panels to existing accessory garage as applied for. tre - At -/ CAS - /C / A FEE OF $100 IS REQUIRED TO RENEW THIS BUILDING PERMIT. � s Owner: Wagner, Rosemarie I o p-) Address: 8310 Soundview Ave Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 'Town of Southold September 16th, 2022 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: k66fM-6Uhted.-Solar-,Panels,at-the��. A ner--Residence 63l�b,-,'8oUhdv46w-.Ave,.8oUihbid.. 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 140 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 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above, ly] N, James Deerkos'j.,, PE 260 Deer Drive Mattituck, NY 1195 ; w 631-774-7355 SCOPE OF WORK -- DE5,:�V ,o-. East Ma- ELE ENf TO INSTALL A I G.8 KW 5OLAR PHOTOVOLTAIC(PV)SYSTEM AT THE WAGNER RESIDENCE, J REVIEW 5Y UA9CFr CFR-'— LOCATED AT 8310 5OUNDVIEW AVENUE. THE POWER GENERATED BY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. creen Y1ea JE51--kF7;J!. DATE :RE, SYSTEM RATING ORI GINAL 09-!5-2022 6.8 kW DC STC APPROVED AS NOTED 1 r Srdoerlslaod sona - DATE: � � B.P.# b ta EQUIPMENT SUMMARY FEE: a0`a� BY: Pecom NOTIFY BUILDING DEPARTMENT AT -- 42 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MOQI1i802 $AM T�) d 1 n�} FOR THE //bb 42 ENPHA5E IWPLU5-72-2-U5 MICRO INVERTERS I IRONRIDGE XR 100 MOUNTING SYSTEM FOLLOWING INSPECTIONS: SHEET INDEX 1. FOUNDATION - TWO REQUiRED FOR POURED COn'CR'tTE G"``'°g� Hz r PV-I COVER •I N D 2. ROUGH - FRAI��I,�u & PLUMBING _ �_ - �- - --� ELEMENT ENERGY. LLC. PV-2 SITE PLAN PV-3 ROOF PV LAYOUT 3. INSULATION PROJECT LOCATION 7470 SOUND AVE MATTITUCK. NY 1195 PV-4 STRUCTURAL/DETAILS<SECTIONS 4. FINAL - CONSTRUCTION MUST PV-5 3-LINE ELECTRICAL DIAGRAM LICENSE # G74G 1-lil BE COMPLETE FvR C.O. LICENSE # 52G89-ME PV-6 LABELS ALL CONSTRUCTION SHALL MEET THE N GOVERNING CODES REQUIREMENTS OF T HE CODES OF NEW 0° 2017 NATIONAL ELECTRICAL CODE, YORK STATE. NOT RESPONSIBLE FOR ' 2020 RESIDENTIAL CODE OF NEW YORK 5TATE. DESIGN OR CONSTRUCTION ERRORS. PROJEG—, IAv_ 2020 FIRE CODE OF NEW YORK STATE. ll I A5CE 7-1 G.AND NFPA-70. W 270°—::j 90°E UNDERWRITERS LABORATORIES(UQ STANDARDS :D 05HA 29 CFR 1910.2G9 240° V 120° z LLJ GENERAL NOTES 210180150° z Q S LLJ 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT C) > — THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE - W HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME. AERIAL VIEW Q LU 5 Z Lu 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED [:� APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP z INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM D O CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, � _ _ AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES COMPLY WITH ALL CODES OF O ~ 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO ! NEW YORK STATE & TOWN CODES ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. JURISDICTION. I I. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR AS REQUIRED AND CONDITIONS OF (ELECTRICAL O O SE OF CONSTRUCTION A CONDITION EXISTS 4. IF IN THE COUP WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS MAINTAINING SAFETY ON THE JOB SITE DURING THE , CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS e L I'1 T i 7 INSPECTION REQUIRED THE CONTRACTOR SHALL STOP WORK AND NOTIFY THETrFttr� rYf+Iz�A ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT ^` I�, , ' + J BOARD ^ /� ,N� (!,� RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, v ( SCOh� ec+ ►� 1u" 4 �c SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY �.,,'' 1 T� ( � r 5hEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT 1 VI Lv 1 EES h^ (QIGQ�ed f FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 f v`Q I `'� �U.1'I de SPECIFICATIONS. CO FIGUREDON.DIMENSIONS SHALL GOVERN. DO NOT SCALE — i'tadc I COVER G. ALL ELECTRICAL WORK SHALL IN BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING OF NE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING P� DE �yo Q�Q NY5 CODES d REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND „�R'f 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN OCCUPANCY OR CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. * � *OJ'� CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THISul ` _ �° u WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON USE IS UNLAWFUL n 8. THESE DRAWINGS AS INSTRUCMENT5 OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. m •�`_ = N ,T.S SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED WITHOUT CERTIFICAT �`b t 0�2 p2 PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE A THEY A E NOT TOOT THIS PROUSED O.N ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THEEXTE OF OCCUPANCY �S �ONP� 5. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV- I RESULT OF HIS WORK. ----- --- ---- --- _ -- TAX MAP: 100005900070002900E LCGEND NOTE 1 .)THE ROOF SETBACK/PATHWAY SHALL NOT BE EXISTWG UTILITY METII2 :DESIG.lN ar DRAFTING BY: MAIN'SERVICE PANEL REQUIRED TO DETACHED GARAGE IN MENT ENERGY LLC ONEW PV SUB—PANELS ACCORDANCE WITH R324.G EXCEPTION OF RE .M,NABCEP CERTIF!E A/C DISCONNECT 2020 NY5 FIRE CODE. COMBINER 051!1 2-129 INVERTERS ® GND ELECTRODE ME PV MODULE 5 F7AL71 —RAO(ING RAIL DETACHED GARAGE O ATTACHMENT POINT ---RAFTERS -*--ROOF PITCH ANGLE R9SUNRUN METER ®VENT 0PLUMBING VENT ®SKY LIGHT ®CHIMNEY ®COMPOSITE SHINGLESCON RACTOR GOOD CONDITION aP07ENTIAL SHADING ISSUES IRIM/RETAOVE AS NECESSARY ' ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1352 LICENSE# G74G I-HI LICENSE # 52G89-ME PROJECT NAME W D ZLLJ _ U > z Q C) Lu >— w > z � Z J 21 '-84 LLJ Z O O U T) D Q 0 O o o� c() ° cp rp �0 SHEET NAME N .,�° ----- ----- ---- ------------50'-841__ - ---------- SITE PLAN co 'f0 DRAWING SCALE r t"% _ I/611 = I 1-0 II �� � CONSTRUCTION NOTES ��,o 0 25 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1000059000700029006 CONSTRUCTION SUMMARY — MAIN HOUSE (42)QCELL Q.PEAK DUO ELK ML-G 1 0+ 400 WATT PV MODULES DESIGN e DRAFTING BY: (DIMEN51ON5: 74"X 4 1 .1"X 1 .3") ELEMENT ENERGY LLC (42) ENPHA5E IQ81-LU5-72-2-US MICRO INVERTERS REVICW BY,J NAB'-EP GERTIFIE (GO) ATTACHMENT POINTS @ 72"O.C. MAX. �O O C' I'2-1Q (208) LF IRONRIDGE XR100 MOUNTING SYSTEM. ROOF TYPE: CORRUGATED STEEL(SINGLE LAYER) ` e/ �p REVISIONS DESCRIPTION I DATE REV o 09- 5-2022 CONSTRUCTION NOTES ORIGINAL o oQ 0 N4 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. \`L O �r�0 NCD 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH DETACHED GARAGE V MINIMUM NEMA 3K RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. `NOTE 1 .)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE REQUIRED TO DETACHED GARAGE IN coN�RAcroR ACCORDANCE WITH R324.G EXCEPTION OF 2020 NY5 FIRE CODE. ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1552 LICENSE # G74G I-HI LICENSE # 52G89-ME PROJECT NAME Lu w z U j [� zQm w - C > - Lu >- U-J > z 0 ry Lu D O 42 MODULES 8 O = 2 5'AZIMUTH LEGEND O O m c DOSRNC UTILITY NETEIR ('{� MAIN SERVICE PANEL SNEW PV SUB-PANELS A/C DISCONNECT COMBINER INVERTERS SHEET NAME GND ELECTRODE WPV MODULE —RACIONG RAIL OF NEW. ROOF DETAIL 0 ATTACHMENT POINT P b DE O 0 Ap �R ROOF RAFTERS ANGLE f_* DRAWING SCALE BSUNRUN METER Z ®VENT ip .,yam'� �►Ta:' � I/811 _ I I_OII OPLUMBING VENT ®SKY LIGHT , NPR ®CHIMNEY SHEET NUMBER ®COMPOSITE SHINGLES ��-� GOOD CONSITE SIN TION POTENTIAL SHADING ISSUES TAX MAP: 100005900070002900E _n21M/RDAOVE AS NECESSARY LOAD CALCULATION ARRAY#I ITEM DE5CRIPTION ARRAY#I DE51GN a DRAFTING BY: To Chord 2"X G"D. FIR 24"O.C. ELEIJENT ENERGY LLC MODULE WEIGHT(Lb5) 48.4 (B Bottom Chord 2"X G" D. FIR 24"O.C. P.EVIEW 5Y J.M.NA5CEP CERT!FIE #OF MODULES 42 (W) Webbing2"X 4" D. FIR 24"O.C. 75 I i 12-129 (P) Pitch 239 TOTAL MODULE WEIGHT(Lb5) 2032.8 (FL) Purlln 2"X 4"D. FIR 20"O.C. REVISIONS TOTAL LENGTH OF RAIL(Ft) 291.2 (h) horizontal Spain of(R) 235" MAX. DE5CRIrnON DATE I REV ORIGINAL 109-i5-2022 RAIL WEIGHT PER FOOT(Lb5) O.GB TOTAL RAIL WEIGHT(Lbs) 198.0 #OF 5TRANDOFF5 GO (T) (RD) WEIGHT PER 5TRANDOFF(Lbs) 2 TOTAL 5TANDOFF WEIGHT(Lbs) 120 (D) TOTAL ARRAY WEIGHT(Lbs) 2350.5 POINT LOAD(Lbs) 39.2 TOTAL AP AREA(5q Ft) 899.2 CONTRACTOR ARRAY DEAD LOAD(Lbs/Sct Ft) 2.G WIND DESIGN SUBJECT TO DAMAGE FROM ELEMENT ENERGY, LLC. GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 7470 SOUND AVE SNOW Speedo Topographk SpedaI Windborne DESIGN Frost FLOOD DESIGN UNDERLAYMENT FREEZING ANNUAL MATTITUCK, NY 1 1 95 LOAD (mph) etTectsk wind) debris CATEGORyf Weatheringo line b Termitec TEMpe REQUIREDE HAZARD58 INDIXI TEMPI LICENSE # G74G 1-111 region zone depth LICENSE # 52G89 ME 20 140 NO NO NO B SEVERE 3 FT H�� 15`F YES EMA 599 51°F MUD lu Z N X I (w) MANUAL)DESIGN CRITERIA^ Indoor Elevation Latitude Winter Summer Altitude Heating �� heating cooling correction factor design Design temperature temperature cooling temperature difference PROJECT NAME I 1 108 FT 41°N 15'F 86°F 1.00 70°F 75°F 55'F ) W Cooling Wind Wind Z Coincident Daily Winter Summer (B) W velocity velocity � humidity humidity temperature difference heating cooling wet bulb range — _ LLJ 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH U For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL I ]1_.I a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined W z from Figure R301.2(4).The grade of masonry units shall be determined from ASTM34,C C55,C62,C73,C90,C129,C145,C216 or C652. 1 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 ` � Z E) shall fill in the frost line depth column with the minimum depth of footing below finish grade. 1 k LPPP z 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. O 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 W z = on a site-specific basis in accordance with Section R301.2.1.4. 0M8-1.25 X 16.00 mm 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 Hex Flange Bolt Q (� State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also O O see Figure R301.2(1).] f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. 2,00". 0" _ (f 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 (5100 mm) 12 0.50.5 1, m 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: i.The accompanying Flood Insurance Rate Map(FIRM), (2x)M8-1.25 ii.Flood Boundary and Floodway Map(FBFM),and —iii.Related supporting data along with any revisions thereto. Threaded Hole , The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 0� 1.50" 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 00 mm) ®�\ 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." (38. � �11 I. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) �f� t STRU CTU RA value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." O 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 OF NE(Base 32°F)." 0.911, '( k, 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 (23.00 rl ) �P U)t 0 jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. .,„ .Rif 1. 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 O * a :_ O�� DRAWING SCA E "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-bome table. debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the 0 AS NOTED t 5" M ;1 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 N jurisdiction. (14.00 m \ II 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 1.50" V ��A 0 2 0, 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. (38.00 Minn)_ Two 3/8-24 X 0.801.See Figure R301.2(4)B. Round-Point setscrews ] SHEET NUMBER TAX MAP: 100005900070002900E MOUNTING DETAIL n I V -mot 50LAP ARRAY ON MAIN HOUSE I G.8 kW (42)QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES DE5iGn'a DRAFTING BY: (3)STRING OF(1 2)MICRO-INVERTER5 t(1)STRING OF(G)MICRO-INVERTERS 'LEMEN ENERc�Ltc -(4)STRINGS TOTAL REVIEW BY J.M.NABCEP CERTIFIE TO UTILITY GRID O�I I 1 2-129 STRINGS #1 -3 RevlsloNs- - - - - - - - �- ----------------1-- I ti ti ^. ti ti ti t N DESCRIPTION DATE REV ORI61NAL OE',-15-2022 r � BI-DIRECTIOIJAL O UTILITY METER rI i-PHASE.240 V - ------------------- G� I l t N I j ION MICRO-INVERTER PER NEC F240.21(P.)(1)INT 4T6 O.G4(A) 1 STRING #4 ENPHA5E 108PLJ5-72-2-U5 EPLSTn OE TAP CONDUCTORS - - - - - 240 VAC. 1.2 I A SryAL_NOT EXCEED 10 tT 97 i,CEC-WffIG�T E0 EFF. _ NEMA G.JL L15TED I i- -- --�-- I _ - -- -- - TYPICAL 1 1 1 N 1 r- ------- - -- _-- _--- -- _-- MAIN SERVICE DISCONNECT CONTP.ACTOR ENPHASE BRANCH 240 V.200 A 1 CIRCUIT CABLE TYPICAL I I I I 1 ELEMENT ENERGY, LLC. AC DISCONNECT t t 7470 SOUND AVE 1 50 D D223NRB MATTITUCK, NY 1 195 I 24G VAC.100 A 1 NEMA 3R.UL LISTED LICENSE # G74G I-HI t t LICENSE # 52G(59-ME I 1 DA A 70A Ll I t 1 I I w wI MAIN SERVICE PAIIEL �- - - r---------- ----- C .. :-Py.S-w PROJECT NAME ------------ I AC COMBINER BOx I - ----------------� 240 vAC I 2AD VAC-80 A I 1 200 A IL1 I NEMA SP.UL L15TED I 1 N G N ' (4)20 A DOJ5Uf PC''.P BREAK-'P-5 i ; G I I I I I LI__I LU I 1 I 1 I EXISTING GROUNDING U > U i ELECTRODE 5Y5TEM z Q LLJ I 1 I _ _ L- -------------� (S) LU >- LL! WIRE CONDUIT SCHEDULE a/- p a/ Z CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% LLI :D O I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE Z O Z 310.15f5)(3) 31 G.I5(B)(2a)/(3cJ I INVERTERS COMBINER PANEL AWG#12 1 8 0.7 U5E-2/PV Wire AWG#8 1 BARE CU -TREE AIR OR EMT I 55QC 0.84 1 10 FT 2.2% Q 2 COMBINER PANEL AC DISCONNECT AWG#G I 3 I THWN-2 AWG#8 1 THWN-2 CU PVC I" 459C 0.95 25 FT O.G%Q O O 3 AC DI5CONNECT MAIN PANEL AWG#G I 3 I THWN-2 AWG#8 I THWN-2 CU PVC I" 45QC 0.95 10 FT O.G% m O ELECTRICAL NOTES F NEOQ„ fr CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 0[_Z , SHEET NAME 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NKTL. AND LABELED FOR ITS APPLICATION. r�� f= 'fO s #I PV Source Circuit Wire Ampaclty Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90 C WET ENVIRONMENT. 'ii tP 3.)WIRING,CONDUIT.AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY INEC G90.8(B)(I)J: (I5c) '(#of strings)'(I.5G) = 18.1 5 A r- > '9 7 AWG#10, ampacity'Temp Derate= 23.52 A Modules per Strin " ' 3-LINE D I A. TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE. HIP. OR VALLEY. p g 12 MAX' C� ( ° = U_ 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 23.52 A> 18.15 A, therefore DC were size Is valid. Modules er Inverter ( LU COMPLY WITH NEC 1 10.2G. #2 Inverter Output Wire Ampacty Calculation Number of Inverters 42 N Z 5.)DRAWINGS 114DICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = G3.53 A E5hortCircuit w temp 10QC �� O FURNISH ALL NECESSARY OUTLETS, SUPPORTS. FITTING5 AND ACE550RIE5 TO FULFILL AWG#G,ampacity'(Temp Derate)'(Condult Fill Derate) = 71.25 A APPLICABLE CODES AND STANDARDS. 7 1.25 A>G3.53 A, therefore AC wire size Is valid. Coefficient 0.24%/QC O DRAWING SCALE 6.)WHERE SIZES OF JUNCTION BOXES. RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampaclty Calculation DCSTEM SPECIFICATIONS CALCULATIONS THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = G3.53 A Current 10.5 A =(#of strin s)'(Im ) 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(Temp Derate)'(Condult Fill Derate)= 71.25 A Volta e 37.1 V =(#modules in series)'(Vm ) ' ` 'T'5 5.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A>G3.53 A, therefore AC wire size is valid. em Voltage 49.6 V = (#modules 1n series)'[(((-#.##%V/QC'.O I)'(Lo Temp##QC-25 (Voc))+(Voc)J SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG uit Current 139 A =(#of 5trings)'(Isc)'(I 25) er Art G90.8(A)(I) OR ILSCO GBL-4DBT LAY-IN LUG. TEM SPECIFICATIONS 5t1EE7 NUMBER 10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(po5itive/negative) Max AC Output Current G3.53 A OR O eratin AC Volta e 240 V PV-5 10.)THE DC SIDE OF THE PV SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 100005900070002900E SERVICE METER O O DESIGN s DRAFTfNG EY- INSTALLATION NOTE ELEMENT ENERGY LLG ® SOLAR PV SYSTEM PHOTOVOLTAIC - • • • , ( I ) ALL LABEL SHALL BE INSTALLED I N REVIEW BY J.M.NABGEP CERTIFIE EQUIPPED WITH I SOLAR BREAKER_ E 051 112-12P RAPID SHUTDOWN • ACCORDANCE WITH THE 201 7 NEC ® CURRENT ' REQUI REM ENTS. REvislo DA OPERAWING DESCRIPTION DATE REV (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL Og_,g_pppp SOLAR AC LOAD CENTER- OUTSIDE -w oSHORTCIRCUfVOLTAGE , REQUIRE FIELD VERIFICATION. - -- ----- (3) LABELS, WARNING(5) AND MARKING O TURN RAPID SHUTDOWN SWITCH TO I 0 0 SHALL BE IN ACCORDANCE WITH NEC THE'OFF-POSITION TO SHUT DOWN ym I PVSYSTEMANDREDUCE ,I JAC6 1 1 0.2 1 (B). SHOCK HAZARDINTHEARRAY ' DISCONNECT cnunoN (4) THE MATERIAL USED FOR MARKING POWER TO E FOSERVICE R ALSO SUPPLIEDFROZE TI!&FOLLOW,NG SQURGES WRFESOLAR AC LOAD CENTER- INSIDE - --- _-- DISOONNEMLOCATEDASSHOWN MUST BE WEATHER RESISTANT, IN UiHlh' iEF INTi1uEG4k4^.E ® / COMPLIANCE WITH NEC 1 10.2 I (B)(3). CONTRACTOR PJBRFAI�R i PVARAY ■; (5) THE PV SYSTEM CIRCUIT CONDUCTORS THLSEWV.IENTF08YMULTn�E I DUAL POWER SUPPLY I T� ' SHALL BE LABELED INSTALLED IN ELEMENT ENERGY. LLC. �����G�� 7470 SOUND AVE OVERCURREN'rMwCES.EXCLUDING SOURCES:UTILITYGRID �. COMPLIANCE WITH NEC 690.3 1 . MNN WIPLY OVERCURRENT ANDPVSOLAR I MATTITUCK, NY 1 195 DEVICE,SHALL NOT EXCEED I ELECTRIC SYSTEM •, LICENSE # 67461-HI CONDUIT - INSIDE BUILDING AMPnYOFBUSBAR I LICENSE # G74G I ME O �7ELECTRIC 7PH7 SERVICE METER !SHOCK HAZARD PHOTOVOLTAIC SYSTEM O SERVED BY APRCJEC7 NAME ALS ON THE LINE AND COMBINER PANEL VOLTAIC SYSTEM DES MAY BE ENERGIZED I DO NOT ADD LOADS I W CONDUIT- OUTSIDE BUILDING —IN THE OPEN POSITION ._ n LLJ ® • . • z QLu _m 1"1 ® v l W M° I L J Z MAIN SERVICE PANEL - OUTSIDE O -____ LAR A CAUTION SO CIRCUIT_ ,.I Lu :D 0 _A_CAUTION _ z O Sang BEMIC SYSTEM conlrrFCTED Q (f) © • • • O 0 MAIN SERVICE PANEL - INSIDE I OPERATING OPERATING POWER SOURCE ® O I OUTPUT CONNECTION " DO NOT RELOCATE THIS OVERCURRENT DEVICE I SHEET NAME OF Re LABELS AC DISCONNECT/BREAKER * ��� �FR,P�0 ~ Q * DRAWING SCALE N.T.S. SIO P� SHEET NUMBER Pv-6 TAX MAP: 10000530007000290OG 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 am _f1�1wo-W- RA Zff 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 I? -r- 7L L = Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails with superior waterproofing. strut, or junction boxes. attachment. to roof attachments. • Twist-on Cap eases install • Twist-on Cap eases install • Secure rail connections • T&Square Bolt options • Wind-driven rain tested • Wind-driven rain tested • Slot for vertical adjusting • Nut uses 7/16"socket • Mill and black finish • Secures 3/a"or 1"conduit • Clear and black finish • Assembled and lubricated Resources Design Assistant NABCEP Certified Training Go from rough layout to fully �NABCEP� Earn free continuing education credits, engineered system. For free. while learning more about our systems. %57- Go to IronRidge.com/design Go to IronRidge.com/training AMLIRONRIDGE Flush Mount System ."` ME c a Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 20-Year Warranty Entire system and components meet Twice the protection offered by newest effective UL 2703 standard. competitors. IQ8 and IQ8+ Microinverters INPUT DATA IOCI 108-60-2-US ,.. Commonly used module pairings' w 235-350 235-440 Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell,66-cell/132 half-cell and 72-cell/144 half-cell MPPT voltage range V 27-37 29-45 Operating range V 25-48 25-58 Min/max start voltage V 30/48 30/58 Max input DC voltage V 50 60 Max DC current2(module Isc] A 15 Overvoltage class DC port II DC port backfeed current MA 0 PV array configuration 1x1 Ungrounded array;No additional DC side protection required;AC side protection requires max 20A per branch circuit OUTPUT 1 A: .1 A: 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 2 3 cycles Arms Max units per 20 A(L-L)branch circuit' 16 13 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor(adjustable) 0.85 leading-0.85 lagging Peak efficiency % 97.5 97.6 CEC weighted efficiency % 97 97 Night-time power consumption mw 60 MECHANICAL DATA Ambient temperature range -400C to+600C(-400F to+1400F) Relative humidity range 4%to 100%(condensing) DC Connector type MC4 Dimensions(HxWxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm(1.2") Weight 1.08 kg(2.38 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 1 CA Rule 21(UL 1741-SA),UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B,ICES-0003 Class B,CAN/CSA-C22.2 NO.107.1-01 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according to manufacturer's instructions. (1)No enforced DC/AC ratio.See the compatibility calculator at https://Iink.enphase.com/module-compatibility (2)Maximum continuous input DC current is 10.6A(3)Nominal voltage range can be extended beyond nominal if required by the utility.(4)Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. IQ8SP-DS-0002-01-EN-US-2022-03-17 ENPHASE. ENPHASE m IQ8 and IQ8+ Microinverters Easy to install 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 ;' aTEnphase grid is down* ,;: • More than one million cumulative hours of testing year limited ,,. warranty • Class II double-insulated Part of the Enphase Energy System,I08 Series IQ8 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 IQ8 Series Microinverters are UL Listed as • Configurable to support a wide Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations,when installed according to range Of grid profiles manufacturer's instructions. • Meets CA Rule 21(UL 1741-SA) requirements ©2022 Enphase Energy.All rights reserved.Enphase,the Enphase logo,IQ8 Microinverters,and other 'Only when installed with IQ System Controller 2, names are trademarks of Enphase Energy,Inc.Data subject to change. meets UL 1741. '•IQ8 and IQ8PIus supports split phase,240V IQ8SP-DS-0002-01-EN-US-2022-03-17 installations only. MECHANICAL SPECIFICATION Format 74.0 in x 41.1in x 1.26 in(including frame) (1879mm x 1045mm x 32mm) 740'(1979-) 47.e•iwBamm) 168•(39aemn) Weight 48.5lbs(22.Okg) Front Cover 0.13 in(3.2mm)thermally pre-stressed glass with anti-reflection technology 1 1 4.olw,aos P�44 o we•(aemn) none Back Cover Compositefilm 3e.r(ese ) Frame Black anodized aluminum Cell 6 x 22 manocrystalline Q.ANTUM solar half cells 4> (1045-) 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 Cable 4mm2 Solar cable;(+)>_49.2 in(1250 mm),(-)a49.2 in(1250mm) e.Dnw.s°ndn 4a Mo g90°(DETAILA) 1 Connector Staubli MC4;IP68 II 1 11fi•(37mm) OETAILA 0.6Toe-) I I -1 0.ee•(245mm)IIo.aa•re.e"'") ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+S W/-0 W) Power at MPP' PMPP [W] 385 390 395 400 405 E Short Circuit Current' Isc [A] 11.04 11.07 11.10 11.14 11.17 0 Open Circuit Voltage' Voc IV] 45.19 45.23 45.27 45.30 45.34 E .S Current at MPP IMPP [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VMPP IV] 36.36 36.62 36.88 37.13 37.39 Efficiency' q [%] >_19.6 >_19.9 >_20.1 >_20A >_20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT3 Power at MPP Popp [W] 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current ]so [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Voc, IV] 42.62 42.65 42.69 42.72 42.76 .c 2 Current at MPP IMPP [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VMPP IV] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances P_±3%;Isc;Voc±5%at STC:1000 W/m',25t2'C,AM 1.5 according to IEC 60904-3.2800W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98%of nominal power during WBB mumymCe4bpcv wveeYeY ) � first year.Thereafter max.0.5% z '_w m LL o .° ----- degradation per year.At least 93.5% ,00 __L____ I_____ It of nominal power up to 10 years.At - Wa 4 I z least 86%of nominal power up to �- g° ------------- 25 years. F 99 --r-----r----I----�I------i z Tz 5 a4 All data within measurement toleranc- o ° -------------------------'--- m w es.Full warranties in accordance with °0 2 the warranty terms of the Q CELLS zoo 400 °oo wo woo 9 IRRADIANCE iW/m') �' o ® sales organisation of your respective o U w m m country. N 9me:41a,.,damnu.lowm„P p, rEARs Typical module performance under low irradiance conditions in o .mwn§�w4lamn�+vn zm4 c.,ssa.�a,sm<J comparison to STC conditions(25'C,1000 W/m2) v m m TEMPERATURE COEFFICIENTS o Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Voc p [%/K] -0.27 Temperature Coefficient of PMPP y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±31C) m 0 7 PROPERTIES FOR SYSTEM DESIGN ° a w Maximum System Voltage V. IV] 1000(IEC)/1000(UL) PV module classification Class II o m Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 W Max.Design Load,Push/Pull3 [IbS/ft2] 75(3600Pa)/55(2660Pa) Permitted Module Temperature -40°Fupto+185°F o Max.Test Load,Push/PUII3 [IbS/ft2] 113(5400 Pa)/84(4000 Pa) on Continuous Duty (-40°Cupto+85°C) "m a 3See Installation Manuel y QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION ULC CE-compliant, f�%I Ib 140•HCI O o IEC6Quality Controlled C 1730 Rheinland, co-ur, LaNly�lIEC 81215:2016,IEC 61730:20U.S.Patent No.9,893.215(solar cells), ruvRl,ame.4 Horizontal 76.4in 43.3 in 48.Oin 1656lbs 24 24 32 0 QCPV Certification ongoing. packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules 2-11. ULOV30 ID 1111SAR1l n m 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. Hanwha CI CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us powered by Duo I f YR EUR OPE ` 2021�� Warranty O CELLS Pmdtl s Pertormance Yield Security a_ BREAKING THE 20%EFFICIENCY BARRIER fil/Ilnll�I� Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%_ THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY _ Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry:The new'Quality Controlled PV"of �JV the independent certification institute TOV Rheinland. „ INNOVATIVE ALL-WEATHER TECHNOLOGY f�?: Optimal yields,whatever the weather with excellent �J low-light and temperature behavior. "-_ ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology,Anti PID ` Technology',Hot-Spot Protect and Traceable Quality Tra.QTMt. EXTREME WEATHER RATING (1_ High-tech aluminum alloy frame,certified for high snow(5400 Pa)and wind loads(4000 Pa). A RELIABLE INVESTMENT (���� Inclusive 25-year product warranty and 25-year linear performance warranty2. 'AFT test conditions according to IEC/TS 62804-1:2015,method A(-1500 V,96 h) T See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays residential buildings Engineered in Germany OCELLS Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO "`.e r i..' r *° °� �» .. i �' a�3. FUVIEWDYJ.V. RAFTING BY: SCOPE OF WORK k D yrM. ' East Meno� < v r ,D;'" i 3 NERGY LLC TO INSTALL A I G.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE WAGNER RESIDENCE, d NABCEP CERTIFIE LOCATED AT 83 10 50UNDVIEW AVENUE. 1 2-1 29 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. Green port _ REVISIONS ,,Gieenport-J - DESCRIPTION DATE REV we Sh elter ORIGINAL 09-15-2022 Id, SYSTEM RATING = 25 Heightsslan REVISION 05-19-2025 A I G.8 kW DC STC t �soutfiold/ Sheher Island Pero is EQUIPMENT SUMMARY '' 42 QCELL Q.PEAK DUO BLK ML-G 1 O+400 WATT PV MODULES 1 psOand 42 ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTERS MW CONTRACTOR I IRONRIDGE XRI00 MOUNTING SYSTEM ` SHEETINDEX Jy��fv, 7, ;% Dut ,o9� -i` ' Nd th Haven PV-I COVER ;% ELEMENT ENERGY, LLC. - - PV-2 SITE PLAN ctn n e vv Mo(r /JA OJECT LOCATION 7470 SOUND AVE PV-3 ROOF PV LAYOUT � MATTITUCK, NY 1195 PV-4 STRUCTURAL/DETAILS €SECTIONSPV-5 3-LINE LICENSE # G74G I-HI PV-G LABELSELECTRICAL DIAGRAM G f LICENSE # 52G89-ME v 0o GOVERNING CODES D LCE0V pF NEl7,� 0° �' ;�• 0 2017 NATIONAL ELECTRICAL CODE. ��P�Qgo A c�Gs ,per I + PROJECT NAME q 2020 RESIDENTIAL CODE OF NEW YORK STATE. 2020 FIRE CODE OF NEW YORK STATE. AUG 1 5 2025 ¢ ltiiS�jrG. ' ASCE 7-1 G AND NFPA-70. w W 270°O o90°E • W UNDERWRITERS LABORATORIES(UL)STANDARDS Z 5-� 2 ✓ OSHA 29 CFR 1910.2G9 Sull-di g Department 103443 ti= ' V 150° W GENERAL NOTES �� � �������� AROFESS►oNP 180° > S '. Q 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE _ HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK - W W AGREE THE SAME. AERIAL VIEW Z > Z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED p APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTORS LIABILITY, WORKMAN'5 COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES 0 � 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 COMMENCING WITH WORK. O 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS JURISDICTION. I I . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O (f) MAINTAINING SAFETY ON THE JOB SITE DURING THE WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, coCONSTRUCTION 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 HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL ASSUME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL T MPORAKY SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANEIJT pp IN CONSTRUCTION. COVER SPECIFICATIONS. 1 2. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. CODES REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER COMMENCING WITH WORK. 'S I CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS DRAWING SCALE CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON 8. THESE DRAWINGS AS I T Of THE E OF SERVICE ARE AND A WEEKLY BASIS 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 IS TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL 5AT15FACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV- I RESULT OF HI5 WORK. TAX MAP: 100005900070002900E Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO LEGEND 'NOTE 1.)THE ROOF SETBACK/PATHWAY SHALL NOT BE DESIGN a DRAFTING BY: MAIN SE VICEUTIL P METER � MAIN SERVICE PANEL REQUIRED TO DETACHED GARAGE'IN ELEMENT ENERGY LLc NEW PV SUB-PANELS ACCORDANCE WITH R324.G EXCEPTION OF REVIEW BY J.M.NABCEP CERTIFIE DISCONNECT 2020 NYS FIRE CODE. 05 1 1 1 2-1 23 COMBINER INVERTERS n �R Q ONO ELECTRODE E III ��y JJ IYIII 9�^!ll REVISIONS ��''yj I .{, 1( i DE5CRIFTION DATE REV ®PV MODULE ..! "i —RACKING RAIL DETACHED GARAGE ORIGINAL 05-15-2022�o ATTACHMENT POINT RevlsloN os_I5.2ozs A A(I0 1 F ��a� �;c ---RAFTERS U!7 M L[ ` FROOF PITCH ANGLE �y pISUNRUN METER VENT 0PLUMBING VENT ®SKY LIGHT ®CHIMNEY _ CONTRACTOR MOMPOSITE SHINGLES OD CONDITION POTENTIAL SHADING N Issues ELEMENT ENERGY, LLC. TRIM/REAIOVE AS NECESSARY 7470 SOUND AVE MATTITUCK, NY 1 195 LICENSE # G74G 141I LICENSE # 52G69-ME PROJECT NAME LU Lu z U j [� z Q m w — o > — �n Lu >-- LLJ > Z lZ z 2 1 '-84" ►LJ O O z Q D 00 �o °/ m 4 ° ° SHEET NAME o °Oo ,moo �.9° 501-8411 OF NEbV S1TE PLAN `1' C�?pRO A C/GcPO'A'/` C: (A f m DRAWING SCALE �03443 � � wn = I-0II ARoFEss�oNP CONSTRUCTION NOTES 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURERS INSTALLATION INSTRUCTIONS. n` /_ 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. r v C 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 0000500007000290OG Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO CONSTRUCTION SUMMARY - MAIN HOUSE DE51GN E DRAFTING BY: (42) QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES ELEMENT ENERGY LLC (DIMENSIONS: 74"X 4 1 .I"X 1 .3") REVIEW BY J.M.NABCEP CERTIFIE (42) ENPHA5E IQBPLUS-72-2-US MICRO INVERTERS 051112-129 (GO)ATTACHMENT POINTS @ 72"O.C. MAX. � ((� (� � � � � _�� O CP (208) LF IRONRIDGE XR100 MOUNTING SYSTEM. '3 ` a p REVISIONS ROOF TYPE: CORRUGATED STEEL(SINGLE LAYER) ; y `��' DE5CRIFfI0N DATE REV ^l7� ORIGINAL 05-15-2022 CONSTRUCTION NOTES AUG 1 J 202 A9 Oo,p O O REVISION 05-19-2025 A 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE A\ ��O �,�0 N co WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH DETACHED GARAGE iteJ>; %? sil?"a MINIMUM NEMA 3R RATING. te 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 'NOTE conrRAcroR 1 .)THE ROOF SETBACK/PATHWAY SHALL NOT BE REQUIRED TO DETACHED GARAGE IN ACCORDANCE WITH R324.G EXCEPTION OF 2020 NY5 FIRE CODE. ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1352 LICENSE # G74G I-HI LICENSE # 52G89-ME PROJECT NAME LU w z _ U j I� z Q m LLJ - E) - w >-- LU > z IL/ p z o � w O ARRAY#I z O 42 MODULES Q 23'PITCH 215-AZIMUTH O 'O V J LEGEND m o EXISTING UTILITY METER MAIN SERVICE PANEL I KNEW PV SUB—PANELS A/C DISCONNECT SHEET NAME COMBINER INVERTERS Q GND ELECTRODE M@PV MODULE - OF NEW ROOF DETAI RACKING RAIL P�� O A YO o ATTACHMENT POINT Till ---RAFTERS m DRAWING SCALE 2 _ _ PITCH ANGLE�SUNRUNMETER O 4 103 443 I I ®VENT ARDFESSIONP� OPLUMBING VENT ®SKY LIGHT SHEET NUMBER ®CHIMNEY COMPOSITE SHINGLES P V—3 NDITION :]POTENTIAL SHADING ISSUES TAX MAP: 100005900070002900E TRIM/REMOVE AS NECESSARY Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO ITEM DE5CRIPTION ARRAY#I DESIGN t DRAFTING BY: LOAD CALCULATION ARRAY#I Top Chord 2"X G" D. FIR @ 24" O.C. ELEMENT ENERGY LLC B Bottom Chord 2"X G" D. FIR 2411 O.C. REVIEW BY J.M.NABCEP CEP.TIFIE MODULE WEIGHT(Lbs) 48.4 (W) Webbin 2"X 4" D. FIR @ 24"O.C. osl 1 I z-129 #OF MODULES 42 (P) Pitch 23Q REVISIONS TOTAL MODULE WEIGHT(Lbs) 2032.8 _ (PL) Purlurlln 2"X 4" D. FIR 20"O.C. (h) horizontal Span of(R) 235" MAX. DE5CwP J0N DATE Rev TOTAL LENGTH OF RAIL(Ft) 291.2 ORIGINAL 09-15-2022 { RAIL WEIGHT PER FOOT(Lbs) O.GB AUG 15 202 _} PEV15ION 05-19-2025 A TOTAL RAIL WEIGHT(Lbs) 198.0 666!!! llf��Ap (RB) #OF STRANDOFF /TS GO 1�) WEIGHT PER 5TRANDOFF(Lbs) 2 TOVVEI of Southoll TOTAL STANDOFF WEIGHT(Lbs) 120 TOTAL ARRAY WEIGHT(Lbs) 2350.5 POINT LOAD(Lbs) 35.2 - CONTRACTOR TOTAL ARRAY AREA(5g Ft) 899.2 ARRAY DEAD LOAD(Lb5/5ct Ft) 2.G ELEMENT ENERGY, LLC. ( ) 7470 SOUND AVE MATTITUCK, NY 1 1 95 WIND DESIGN SUBJECT TO DAMAGE FROM LICENSE # G74G I-111 GROUND SEISMIC WINTER ICE BARRIER AIR MEAN FLOOD SNOW DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD' Speed" Topographic Special Windborne CATEGORY' Frost TEMPI REQUIRED" HAZARD59 INDEX1 TEMP (mph) effect5k wind region' debris zone'" Weatheringa line b Termite` LICENSE # 52G89-ME depth 20 140 NO NO NO B SEVERE 3 FT HOD�TO 1 5'F YES FfMA ZONE X 599 5 1'F (W) MANUAL J DESIGN CRITERIA" PROJECT NAME Indoor (�) Winter Summer Altitude correction factor tempera design Design temperature cooling Heating temperature W Elevation Latitude heating cooling difference ture (B) 108 FT 4 1'N 15'F 8G'F 1.00 70'F 75'F 55'F W LLJ Z Wind Wind Winter z Q Cooling temperature difference velocity velocity Coincident Daily range Summer humidity - ^ — heating cooling wet bulb humidity I I W ROOF FRAMING DETAIL III C) � - 1 5'F 15 MPH 7.5 MPH 72'F MEDIUM(M) 40% 32 GR @50%RH [L[ For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. � 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 Z IJ strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as LLB D O determined from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. O = b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction M8-1.25 X 16.00 mm z shall fill in the frost line depth column with the minimum depth of footing below finish grade. Hex Flange Bolt Q 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. 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 O O on a site-specific basis in accordance with Section R301.2.1.4. 00" 0.501, 2 — e. The outdoor design dry-bulb temperature shall be selected from the columns of 97112-percent values for winter from Appendix D of the Plumbing Code of New York / 12.70 mm) 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 (51.00 min) r� see Figure R301.2(1).] f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. (2x)11,118-1.25 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 — __ _ Threaded Hole 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 `�QF NEW; Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: 0" 50 �P �O A G7G 0,A SHEET NAME i.The accompanying Flood Insurance Rate Map(FIRM), 1.501, CO s� ii.Flood Boundary and Floodway Map(FBFM),and (38.00 mm) 0 (� iii.Related supporting data along with any revisions thereto. �/ _ I I CTl I /� The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. C) v v I v l\r\ 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 0 Z 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." i. The jurisdiction shall fill in this art of the table with the 100- ear return period air freezing index(BF-days)from Figure R403.3 2 or from the 100- ear 99percent) 0.91" �O y034A3 1 P Y P 9 ( Y ) 9 ( ) Y ( ® A value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." (23.00 m ) O ROFESSIONP\. 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 DRAWING SCALE (Base 32°F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the AS NOTED jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 5" 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 / 114.00 m I "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate'NO"in this part of the 1.501, table. (38.00 mm)_ Two 3/8-24 X 0.80" n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or lb from ACCA Manual J or established criteria determined by the Round-Point Setscrews SHEET NUMBER jurisdiction. p 0. 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 I V-4 elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. TAX MAP: 100005900070002900E MOUNTING DETAIL n (`) See Figure R301.2(4)B. Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO / PV AC DISCONNECT SIZING � MAX.CONTINUOUS OUTPUT 1.2 1 A @240V 1.2 I X 42 = 50.52 A GOA BREAKER-OK DESIGN a DRAFTING BY: r� f/ � ELEMENT ENERGY LLC /\ SEE 705. 12 OF 201 7 NEC IYI 1LVl! REVIEW BY J.M.NABCEP CERTIFIE 50 X I.20= 180 *NOTE 051112-129 / POOL PANEL CONDUIT AND CONDUCTORS SPECIFICATIONS ARE J\ 180-13 = I OOA ALLOWABLE BACKFEED-GOA PV BACKFEED OK BASED ON MINIMUM CODE REQUIREMENTS AND ARE AUG 1 5 2025 NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY REVISIONS FIELD CONDITIONS. DESCRIPTION DATE REV 1 SOLAR ARRAY ON MAIN HOUSE 1 G.8 kW ORIGINAL 09-I 5-2022 J (42) QCELL Q.PEAK DUO BILK ML-G 1 O+400 WATT PV MODULES (3)STRING OF(1 2)MICRO-INVERTERS E(1)STRING OF(G)MICRO-INVERTERS t�� �?;�-.�: 4,,� ._} .,A REVISION 05-19-2025 A '(4)STRINGS TOTAL OLAR MODULE TYPICAL P011JT OF IIJTEP,COIJIIECTIOIJ - ,C?.i�;r=a PER UEC 240.2 I(BH I)4 C90.C4(AI IEIIGTtt OF TAP COIJDUCfORS 5H1LLUOTIXCE.`D STRINGS#1-3 r( ------------- I I -------------- _--- -Po:e va =s :_ - TO UTILITY GRID I I J\ I N 1 N I STRING#4 AC DISCONNECT 1 N CONTRACTOR I 5O D D223111 B BI-DIRECTIONAL 240 VAC.IOOA UTILITY METER IIEK.3P,.UL U5TED I-PHA5E.240 V BRANCH (2)W A FU5E5 M TYPICAL , N ELEMENT ENERGY, LLC. 50A 7470 SOUND AVE ----- 1 1 1 t 1a11Z.n.-21 a1uELTIou P411EC 240.21(31;IU-9J 4!4I MATTITUCK, NY 1 1 95 -N=HAS_BGH LICENSE # 6746 I-HI I I MICRO-INVERTER "4 `ALL OF TAP CD 10 TORS I I CIRCJIT CABLE TYPICAL ENPHASE IQB'WS-72-2-US SIYAL!IIOT ExcEED IO P7 I I 240 VAC.1.21 A t t t t N N N 97°w CEC-3✓EIGHTED Er. I NEMA 6.UTYPCEAL LICENSE # 52689-ME 1 I I 1 I I I t t t t I I DETACHED GARAGE GATEWAY PANE I 1 1 I IJ _ .I N POOL PANEL I PROJECT NAME / - I I -Avnx I 1 1 W GO A I D LU LLj - C I AC '- COMBINER 50x v4 N N I II I t MAIN SERVICE PANEL G �-n Z\/ > � l LU / e'14 VAC I I AC DISCONNECT I N I I II W D ;oRe (E)RACEWAY/CONDUCTORS Vn 24OVAC.70A (IEAA 3R. L LISUD EXI5TING GROUNDING LLJ \ 1) z 2-POM GO A 0RCUIT BREAKER I I ELECTRODE SYSTEM Q L-------------------------------------- ---------J I I .. L-------------- = w O WIRE 4-CONDUIT SCHEDULE Z O = (� ,^ I-- CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% i C J J I.D.# 5IZE PER POLE QUANTITY DEBATE INSULATION 5IZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE GL O O 310. 5(B)(37 31 O.15(BN2,A3,)I AWG#1 2 1 G 0.8 USE-2/PV Wire AWG#8 1 BARE CU FREE AIR I" 55-C 0.84 1 1 OFT 2.52% .- ( OR EMT 2 AWG#G 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC I.. 45°C 0.9G 10 FT 0.21% OF NEWY m 3 AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 459C 0.96 40 FT 0.82% �P �0 A GyG 0 0 1 4 3 PVCI 45 VAIE I8%AWG#4 * l ELECTRICAL NOTES 5HEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS y 2 � 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION �f� 103445 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 909C WET ENVIRONMENT. 3-LINE D I A. / [NEC G90.8(B)(I)]: (Imp)'(max. string leng.)'(1.25) = 18.15 A Modules per 5trin 3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY P 9 12 MAX. �QD Np TO,AND LOCATED AS CL05E AS P0551BLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#12,amp.1 5 A Temp Derate = 23.04 A �SSIO J\ 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 23.04 A> 18.15 A,therefore DC were size is valid. Modules per Inverter I / COMPLY WITH NEC 110.2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 42 I\ 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Combined Inverter Max Amperage output = 50.82 A Record low temp -I OQC 1 FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACES50PIE5 TO FULFILL AWG#G,ampacity'(Temp De rate)*(Conduit Fill Derate) = 72.0 A Voc Temp Coefficient -0.24G/o/--C DRAWING SCALE / APPLICABLE CODES AND STANDARDS. 72.0 A> 50.82 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS ) G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Combined Inverter Output Wire Ampacity Calculation O eratin Current 10.8 A =(#of strin Y(Imp) ) l THE CONTRACTOR SHALL 5IZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 50.82 A n/ N .T.5. / 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G, ampacity'(Temp Derate)'(Conduit Fill Derate) = 72.0 A O eratin Volta e 37.1 V =(#modules in series)'(Vm ) / 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 72.0 A> 50.82 A, therefore AC wire size is valid. Max. System Voltage 49.G V = (#modules in series)'[(((-#.##%V/o-C%O 1)'(Lo Temp##°C-25))'(Voc))+(Voc)] SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. #4 Combined Inverter Output Wire Ampacity Calculation Short Circuit Current 13.5 A =(#of strings)'(Isc)'(I.25)per Art. G90.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEED LUG Inverter Max Amperage output' (1.25) = 50.82 A AC SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO GBL-4DBT LAY-IN LUG. AWG#4, ampacity'(Temp Derate)*(Conduit Fill Derate) = 91.2 A Max AC Output Current 50.52 A I0.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(positive/negative) 51.2 A> 50.82 A,therefore AC wire size is valid. PV- 1 OR O eratin AC Volta e 240 V 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1000059000700029006 Zoho Sign Document ID:2A768FFA--PJK6XDPVMAV2E6MDCVFP-EJOHBYYBURFMPCDPTFTRO SERVICE METER 0 0 DESIGN a DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM PHOTOVOLTAIC • • • REVIEW BYC51 1 1 2-1 29 CERTIFIE 00 ( I ) ALL LABEL SHALL BE INSTALLED IN EQUIPPED WITH SOLAR BREAKER D• ® •• ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN 0OPERATING VOLTAGE VDC REQUIREMENTS. RevlsloNs 8 DE5CRIPTION DATE REV - (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 09-15-2022 SOLAR AC LOAD CENTER- OUTSIDEMAX SYSTEM VOLTAGE VID I DO NOT RELOCATE MS SHORT CIRCUIT REQUIRE FIELD VERIFICATION. REVISION OS_18_2025 A ! S OVERCURRENT DEVICE - - ---- - -- (3) LABELS, WARNINGS) AND MARKING O TM RAPID SHUWAI SWITCH TO O SHALL BE IN ACCORDANCE WITH NEC THE°OFF'POSITION TO SHUT DOWN _ PV SYSTEMAND REDUCE T � FROM THEFOAUTIGSOURCESWITH I I O.2 I (B). s SHf1CKHAZARD lN THE ARRAY AC DISCONNECT POWER TOTHI SER CE15ALSOSUPPLIEO ; (4) THE MATERIAL USED FOR MARKING OISCONNECTS LOCATED ASSHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- INSIDE O , , NADI� ® R COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3). CONTRACTOR 7DUAL ��� �i (5) THE PV SYSTEM CIRCUIT CONDUCTORS ® 07 ® 1 1 a WA R NG TIP. ,� rSHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC.TSDURCC.I.T0MLRAMOFALE POWERSUPPLY i COMPLIANCE WITH NEC 690.3 I . � � I MATTTOCO NY IA95VE OVRRE{gT (ES E�gUDyyG CES:UTILITY GRID@1JMSUPPLYOVERCURRENT ND PV SOLAR DEVICE,SHAU-NOT EXCEED ECTRIC SYSTEM LICENSE # G74G 1-111 CONDUIT - INSIDE BUILDING AMFACITYOFBIJSBW - LICENSE # 52G89-ME 1 _ - 3 ------- ------------- ! ` ARN IN PHOTObOLTA1C SYSTEM I rn N!N IS ALSO THIS SVSERVED ICE B A PROJECT NAME TERELECTRIC S SHOCK THEU RD COMBINER PANEL PHOTOVOLTAIC SYSTEM W 1 LOAD SIDES MAY BE Ef RG1ZED DO NOT ADD LOADS A U G � � �O [� E IN THE OPEN POSITION CONDUIT - OUTSIDE BUILDING ' " - - `� I'-, z LL1 — - - - Building i z¢ S05 Q- � 'rown of LLJ — 1 A7ER DUAL POIR � W{ SOURCES:UT LL_I > i PV SOLAR EL Q Q MAIN SERVICE PANEL - OUTSIDE 5 A CAUTION SOLAR CIRCUIT W - O z 0 = 02 03 05 _ __gcAu�[io�v. Q SOLAR ELECTRIC SYSTEM COh'T>= 6 � MAIN SERVICE PANEL - INSIDE MR LVE.RL NG OPERATING CURRENT •• • VOLTS POWER SOURCE OUTPUT CONNECTION ® 0 DO NOT RELOCATE THIS SHEET NAME OVERCURRENT DEVICE OF NE(.y y LABELS P oA 0 AC DISCONNECT/BREAKER * COD_ ' 'Ayr— DRAWING SCALE 000 � ® 2N� .� � N .T.S. O 103443 = ARO�ss1oNP�' SHEET NUMBER PV-6 TAX MAP: 100005900070002900E