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HomeMy WebLinkAbout45591-Z NoF SOUryO� Town of Southold * * P.O. Box 1179 i 53095 Main Rd �`y�ourm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46077 Date: 04/01/2025 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 18975 Soundview Ave Southold, NY 11971 Sec/Block/Lot: 51.-1-16 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/04/2020 Pursuant to which Building Permit No. 45591 and dated: 12/21/2020 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Roof-mounted solar panels on existing single-family dwelling as applied for. The certificate is issued to: 18975 Soundview Ave LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 45591 12/09/2021 PLUMBERS CERTIFICATION: t A ho ed ignature �gpFFQ(�co TOWN OF SOUTHOLD �o aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 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#: 4559.1 Date: 12/21/2020. Permission is hereby granted to: 18975 Soundview Ave LLC 100 W 57th St Apt 6C New York, NY 10019 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 18975 Soundview Ave., Southold SCTM #473889 Sec/Block/Lot# 51.4-16 Pursuant to application dated 12/4/2020 and approved by the Building Inspector. To expire on 6/22/2022. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50:00 Total: $200.00 mg Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. . B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is: denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. .Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. ( f 301202 0 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 13976 JUtkndu'lp fb AIhc�l I House No. Street Hamlet Owner or Owners of Property: 0,�Ras am& Suffolk County Tax Map No 1000, Section 051. 00 Block .Ol oo Lot Ofce•00 Subdivision Filed Map. Lot: Permit No. � � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee,Submitted: $ 50 Applicant Signatur OF SO�T's'ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O� sean.devlin a�town.southold.ny.us COWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 18975 Soundview Ave LLC Address: 18975 Soundview Ave city:Southold st: NY zip: 11971 Building Permit#: 45591 Section: 51 Block: 1 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Element Energy LLC License No: 52689ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 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 11 Pump Other Equipment: 8.63 kW Roof Mounted PV Solar Energy System w/ (23) LG375Q1 C-V5 Modules, Enphase IQ3 Combiner, PV AC Disconnect Notes: Solar Inspector Signature: 6 Date: December 9, 2021 S. Devlin-Cert Electrical Compliance Form pF SOUTyO� � l d "' - # # TOWN.OF. SOUTHOLMz BUILDING DEPT. `ycouim '' 765-1802 - NSPECTIO,N . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A--CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r AAA e �� / atA C/ c DATE � INSPECTOR 4 . > d oF souTyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [: ] NSULATION/CAULKING [ ] FRAMING/STRAPPING [ FINALS6a_0-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE a�' a-� INSPECTOR i .�� r• i. 17� R�lal f.�ll6� t 1 CAUTION FOFR IS SERVICE I S ALSO FROM HE FOLLOVYING SOURCES WITH E DISCONNECTS LOCATED AS SHOWN Z P`J ARRAY TYP =M P„ DISCONNECT ■ t UTILITY METER \MAIN DISCONNECT } T}IS EpVNIENi FED BY IiIULTRF SDJIMS TOTAL RATING OF ALL OyetMW NT MWES,EXCLUDING ' ►IMN SUPPLY mRcuRRENT DEYICf SHAIi NOT EXCEED AANPACITY OF BJSW__ WARNING ELEC TERMINALS ON THE UNE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION w, k OCAUTION ._ SOLAR ELECTRIC SYSTEM CONNECTED 4 r I• r � 1 4 - �! ! F i } sill y DUAL POWN K*Kv lourkut UTILITY an ARID PV I" 1 t A/c 95691 Fq-1 83 L .C. LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court Smithtown, NY 11787 3011 - (631-) 543-2953 fax (631) 543-1526 cell.631-747-7495 E-mail:Ics4d 0naol.com - Thursday, January 27, 2022 R C E �1 E TOWN HALL ANNEX FEB 2. 2 2022 BUILDING DEPARTMENT TOWN BUILDING DEPT 54375.Route 25 Southold, New York 11971 Re: Certification Letter-Twenty-three(23)375 W PV Roof Top Solar_Panels,.8625_W.DC TotaL-Output,=for Moore Residence, 18975 Sundview Avenue, Southold, New York 11971 have reviewed the solar energy system installation in the subject topic on 12/18/2021. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Town of Southold. The solar panel installation is in compliance with the requirements of the 2020 NYS Residential Code, SEI/ASCE 7-16"Minimum Design Loads for Buildings and Other Structures"and NFP A Standard 70 "National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best 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. Sincerely, -Luigi Claudio Sciandra:Professional-Engineer__ - - OF NEW I"O scrgN��S 2� ZS�O 060935-1 AROFESSION� .• ;; . ' . . .• '1 ICJ FIELD.-INgPItTIOI�t'REPORT I>ATE LYL ,e ... V FOUNDkATION.(M). H ` O. I� 7 U) ROUGI ITIUMIN04 y. . .. .. j y INSULAITION.PER N.Y. ; . STATE'. .�N RGY GO} E " A. t R FINAL' . ot {i a 0 AX tyQlY�+R� �l..A... eC qn� �a� �alaala ': `� 16SJ, O 0` to ilvi o. ld q� o ;.: z X :I.. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Pians TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 • Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20-A—U Single&Separate Truss Identification Form Storm-Water Assessment Form DEC - 4 2020 contact: �1 _+ nQc�yl�C. Approved 209. 0 Mail to:�Q i Cam, Disapproved a/c �y11 'T `` gr r �ID q co smnc� Aje Phone: Ut 3( So SC?Q—' r Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date It�3b , 200 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before''issuanceof Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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, or 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 for necessary inspections. i (Signature of applicant or name,if a corpo n) (Mailing address of applicant) State whether applicant is owner, lessee, age t, architect, engineer, general contractor, electrician,plumber or builder �n �_ I agtn4 eke uca n Name of owner of premises Oaxe_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License;No. Other Trade's License No... _> 1d 1. Location of lan&on whicli-proposed,work'will be done: and wela) Ax House Number Street Hamlet County Tax Map No. 1.000 Section 0 S 1, co Block 0( � Lot 0 1 (0.000 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �osr� opr�xaV b. Intended use and occupancy 1t osl c o n�c� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work sa)a,1- CPU UlS t c (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth .10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NOS 14.Names of Owner of premises °&,•is Mcu Address M75 jD1 U1f_d�Phone No. 2'Z- 729- Rc6-1 Name of Architect Address Phone No " Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES,SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16, Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO .,--- * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Su erot K-) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A con. 4�ajnf_ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized'to perform or have performed the saM1RtT1Aafa4&wnake and file this application; that all statements contained in this application are true to the best of his kiW ~%1WA cmdt#W*Rq¢vork will be performed in the manner set forth in the application filed therewith. No. 01 MA4676634 Qualified in Suffolk County Sworn to before me this Commission Expires March 30. 209 P- ,!q Zk day of 20 a al Notary Public Signa re of Applicant DocuSign Envelope ID:97AE434C-66A4-4283-868E-28378BA238EE Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1,Chris Moore residing at 18975 soundview ave, (Print property owner's name) (Mailing Address) Southold, Ny 11971 do hereby authorize PATRICIA GIBSON (Agent) Element Energy LLC to apply on my behalf to the Southold Building Department. Docuftned by: GAVYS w6 , 11/9/2020 (Owner s ignature) (Date) Chris Moore (Print Owner's Name) BUILDING DEPARTMENT-Electrical Inspector r14 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 C� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldto-w-nny.go.v--:!!-seandO-southoldtownny..-qov APPLICATION FOR ELECTRICAL--INSPECTION". 4 ELECTRICIAN INFORMATION (All information Required) Date, /30 1202 Q, Company Name: UM12A EnDmIA US- Name: License No.: 52tp.R9 ME email: Address: 'I'V10 11,w- D2a_-44u(,LL --I sz Phone No.: (p JOB SITE INFORMATION (All information Required) Name: zi-S Address: q-,,c Cross Street: �+ cBeWA p,,e_ r,1 d 004 Pw — PA) Phone No.: ala- 1aR BIdg.Permit email: C0-Xx_N-e_6zZ7@�4Mn i cLxn Tax Map District: 1000 Section:_ps I CX-) Block: __0k_._00 Lot: oico.woi BRIEF DESCRIPTION OF WORK (Please Print Clearly) lush 2a2-pu R n4-r-A Sl)= V a3 Zs LOW- Circle All That Apply: Is job ready for inspection?: YE*/ Rough In Final _S Do you need a Temp Certificate?: YE / NO Issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: -A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead I# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N "Additional Information': ,PAYMENT-DUE WITH-APPLICATION Request for Inspection FormAs s��1EE•0(.� BUILDING DEPARTMENT- Electrical Inspector ' TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerra-southoldtownny.gov- seanda-southoldtownny.gov. APLI kUQN FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date;: 1i 30 20 Company Name: - Name: `] I License No.: 5? q / email: Address:_ n . _. Phone No.: JOB SITE INFORMATION (AII Information Required) i Name: :. Address: _ _t).txn. Cross Street: {- -B _, old i Phone No.: - f b5 Bldg.Permit#- 6541 email: err, �z7 Tax Map Distract.,_ 1000.. . _Section s Block_ 0 Lot__©I BRIEF DESCRIPTION OF WORK (Please Print Clearly) �Sh Circle All That Apply: . Is job ready for inspection?: E / Rough In Final Do you need a Temp Certificate?: YE / 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..DU E.WITH_APPLICAII ON - P g" Request for Inspection Form.xls � Yv � PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts... Fans Fridge HW Exhaust :Oven W/D Smokes D1N Mini Carbon Micro Generator Combo . Coocfop Tra"nsfer . AC AFi : Ho.od Service Amps Have lJsecl Special•. Comments: w f rf LUIGI CLAUDIO SCIANDM, P.E. 6-Wesleyan Court• Smithtown, NY 11787-Mill • (631)643-2M6 •fax(ml)W-ISM E-mail: Ics4d@aol.com Friday, November 20, 2020 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-7794004 Attn.: Mr. Mike Lawton, Principal Re: Twenty-seven (27) 340 W PV Roof Top Solar Panels, 10126 W DC Total Output, for Moore'Residence,18975 SundVWW Avenue, Southold, New York 11,971 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following-information regarding the subject roof top solar panel array: • -Cover Sheet"With Site Visit/V6rification prepared by E2Sy-s representative'identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized -for approval by the Town of Southold and for construction of the proposed system. Based on the above dOCuMritatlon, 1 have evaluated the Structural capacity of the existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The existing roof types are as follows: Solar Arrays#1, 2: Solar Arrays#3, 4: Single layer of asphalt shingles, Single layer of asphalt shingles, '5/8"thick plywood decking, -5/8"thick plywood decking, 2"x10" at 16" on center Douglas Fir rafters, 2"x10" at 16" on center Douglas Fir rafters, 4"x6" Douglas Fir ceiling joists at mid point, (3) 2"x10" Douglas Fir Purlin, Roof pitch 21°. Roof pitch 21°. Solar Array#5: Single layer of asphalt shingles, *5/8"thick-plywood decking, 2"x6" at W on center Douglas Fir rafters, Roof pitch 00 : 1 Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 Ibs/sq. ft. Solar Array#1, Dead toad: 2.4 lbs/sq.ft. Solar Array#2, Dead Load: 2.6 Ibs/sq. ft. Solar Arrays#3, 4, Dead Load: 2.6 Ibs/sq. ft. Solar Array 45, Dead Load'. 2.7 Ibs/sq.-ft. Total Array#1 Weight: 231.8 Ibs Total Array#2 Weight: 51.4 Ibs Total Arrays#3, 4 Weight,(each): 205.7 Ibs Total Array#5 Weight: 676.4 Ibs The above values are within acceptable Limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weightwithout damage,-if-installed correctly.The onsite inspection and the photographs show that the roof framing is in good conditions. However, the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that-the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately supportthe additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2020 Residential Code of New York State, SEI/ASCE 7-16 "Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70"National Electrical Code", current Industry standards and practice and based on documentation and data Supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact Me. Sincerely, OF NEVy!'O 5 JAG`O:SCIA T v 9 Om2s o 93 F� ea5 Luigi Claudio Sciandra, P. E. AR0 SS►oNP� 2 DESIGN<DRAFTING BY: SCOPE O P WORK ELEMENT ENERGY LLC REVIEW BY J.M.NABCEF CERTIFIE TO INSTALL A 10.13 KW 5OLAR PHOTOVOLTAIC(PV)SYSTEM AT THE MOORE RE5IDENCE, 051 1 12-1 29 LOCATED AT 15975 5OUNDVIEW AVE,5OUTHOLD, NY 1 1971. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID REVi510 THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. DATE onc,p DESCRIPTION DATE REV ORIGINAL I I-I G-2020 SYSTEM RATING LagMm,,, -- 10.13 kW DC 5TC \�� C• �'.��� — EQUIPMENT SUMMARY ---- 27 LG LG3750I C-V5 375 WATT PV MODULES CCMfTRACTOR a iamm 27 ENPHA5E IQ7PW5-72-2-U5 MICRO INVERTERS �► r I IRONRIDGE XR 100 MOUNTING SYSTEM � -1 , sl I Island L I+a ems Ramislaad Cou ELEMENT ENERGY, LLC. 5H EET INDEX 1YPa,k PV-1 COVER N snelterlslana. g 7470 SOUND AVE PV-I SITE PLAN S. io1d MATTITUCK, NY 1 195 O° Shelter lslwd PV-3 ROOF PV LAYOUT Mashmv'k LICENSE #43889-t1 PV-4 STRUCTURAL)DETAILS 4 SECTIONS ' - eregarye LICENSE # 52689-ME PV-5 3-LINE ELECTRICAL DIAGRAM PV-6 LABEL5 NG CODES W Zoo°-o oso°E r,7 ..... GOVERNING 240° Q 120° - PROJECT NAME 2017 NATIONAL ELECTRICAL CODE. 210° 150° 2020 RESIDENTIAL CODE OF NEW YORK STATE. 180° Lu _ A5CE 7-16 AND NFPA-70. UNDERWRITERS LABORATORIES(UL)5TANDARD5 S W Q 05HA 29 CFR 1910.269 North.l+avers PROJECT LOCATION z , GENERAL NOTES _ w Lu — 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE Z HIMSELF WITH THE INTENT OF THE5E PLAN5 AND MAKE WORK AGREE THE SAME. :D E 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ____I APPROVALS, PERMITS, CERTIFICATE5 OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. ,a, �/ (f� O INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES 0 LC) _ 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO 0 (� ALL RULES AND REGULATIONS OF THE RE5PON515LE COMMENCING WITH WORK. c a JURISDICTION. 1 1. EACH SUBCONTRACTOR SHALL BE RE5PON51BLE FOR pt 0 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE ` WHICH DISAGREES WITH THAT AS INDICATED ON THE5E PLANS, CONSTRUCTION PHA5E TO COMPLY WITH THE REGULATIONS I 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,THI5 SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL A55UME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, 8 RESPONSIBILITY AND LIABILITY THEREFROM SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY FABRICATED AND INSTALLED AS PER LATEST 5H SCAFFOLDING, STAIRS, ETC.. A5 WELL A5 PERMANENT _ Fp CONSTRUCTION. COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWING5,WHERE DIMEN5ION5 ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES E REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THE5E PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS �t CERTIFICATION OF THE5E PLANS. WORK FROM THE 51TE AND DI5PO5E OF IN A LEGAL MANNER ON v� N .T.5. 8. THE5E DRAWINGS A5 IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY 15A515 OR 50ONER IF CONDITIONS WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE SHEET NUMBER EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF :a 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. PV— I EXI5TING WORK ADJACENT TO HI5 WORK, OR DAMAGED A5 AERIAL VIEW RESULT OF H15 WORK. TAX MAP: 100005 1 000 10001 0000 DE51GN 0 DRAFTING BY: LEGEND CONSTRUCTION NOTE5 ELEMENT ENERGY LLC ®DO"NG UTILITY METER 'NOTE: 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REVIEW BY J.M.NABCEP CERTIFIE MAIN SERVICE PANEL 051 1 1 2-1 29 SNEW PV SU�PANELS 1.)AS PER[PC GO5.1 1.1.22 MANUFACTURER'S INSTALLATION INSTRUCTIONS. A/C DISCONNECT EXCEPTION THE SLOPE OF THE 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. w�� ROOFS ARE LESS THAN 9° H 12) DDITIONAL ROOF 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION, SION5 VENTING AT GABLE ENDS (;ND ELECTRODE 2.)AS PER R324.7.7 OF THE NY5 F7- o DATE Rev CODE SUPPLEMENT EXCEPTION AN 6-zozo aa,w MODULE ALTERNATIVE VENTILATION METHOD —RACIGNG RAIL HAS BEEN PROVIDED ATTACHMENT POINT - -RAFIERS 81- I III '- I II 45'-4411 *--ROOF PITCH ANGLE 2 2 ®SUNRUN METER — - ®VOT 0PLUMBING VENT CONTRACTOR ®SKY LIGHT I- I o-u ®C,"K„ 2 2 ®COMPOSITE SHINGLES 0M CONDITION ELEMENT ENERGY, LLC. 7POTENTIAL SHADING ISSUES -- I 22'-5" '� MM�ovE AS NEMWARY - I 7470 50UND AVE 1 '-02 I g�-g4" MATTITUCK, NY 1 195 I 311 LICENSE#43889-H 19-54 LICENSE# 52G89-ME 27- 4 1 311 ITCH CHANGE(VALLEY) � , 8- I4 n F7 �F �.� PROJECT NAME B FIRE SETBAC!/ACCE55 PATH W _ Lu Q I (XI z > � ® o > 101 Lu cn o z cz Wo 36'FIRE gErpACK/AGCE95 PAm V n J O b Q► 0 � _ �,'m 22,- I " SC 5HEET NAME SITE PLAN Al 0° 8' 2u p6f1 ,� IDRAWING SCALE W 27p a I a FIRE serBAcaAccEss PAm i a; IRE sEraAavAcass rAm � N .T.S. 240° D 12'-2411 121-2211 10- 21018p°15p 120. 3G"x 3G"GROUND ACCE55 TYP. SHEET NUMBER PV-2 s TAX MAP: 100005 100010001 0000 DF51GN f DRAFTING BY: i ELEMENT ENCPGY LUC LEGEND A EMSTING UTILITY METER Y REVIEW BY J.M.NA-1 29 CERTIFIE MAIN SERVICE PANELDDITIONAL ROOF 0° 051 1 1 2 29 NEW PV SUB—PANELS ARRAY#I ARRAY#2 VENTING AT GABLE END5 I A/C DISCONNECT COMBINER 5 MODULES I MODULES VV270, � REV INVERTERS 21°PITCH 21°PITCH ARRAY#5 262°AZIMUTH 82°AZIMUTH DESCRIPTION DATE CND ELECTRODE ! I-o-ll 13 MODULES 240° of7 �9p. ORIGINAL I I-16-2020 PV MODULE O°FITCH RACKING RAIL II II 352°AZIMUTH C II 21 p 18 15p 120- 0 ATTACHMENT POINT J po ---RAFTERS -*-ROOF PITCH ANGLE _ ';4/1 I _ / �SUNRUN METER ! '- .-- - -- I1-1 11 1 ®PLUMBING VENT GG - .. . --_ I I I I .I I I ! I ! I I I I I .1. _` VENT O _.. I � I I ! I I � I I I ! I l i i l l l l � � ' � � � � ' �' � ®SKY LIGHT I ®CHIMNEY ®COMPOSITE SHINGLES '-- ... ..._L...s . — ,..'.'. GOOD CONDITION ,; I ELEMENT ENERGY, ILC. (-1 POTENTIAL SHADING ISSUES -- .�� - -- ----- --" 7470 50UND AVE I TRIM/REMOVE AS NECESSARY I / MATTITUCK, NY 1 195 a b I ' LICENSE#43889-H ug ITCH CHANGE(VALLEY) LICENSE# 52689-ME V ! —. .. oi, CESS PA"n PROJECT NAME w { r U.--1 Q [� 36'FlRE 9ETH!L CGE55 FAI 2, z 36•FIRt SETDAMACCE55 PATH/ '� W z - / LLJ 00 0 � = 'NOTE: I.)A5 PER IRC G05.1 1.1 .22 EXCEPTION THE SLOPE OF THEUi ROOF5 ARE LE55 THAN 9°(2:1 2) — -- — - -- �' — — 2.)A5 PER R324.7.7 OF THE NYS — — _ -- -- — — CODE SUPPLEMENT EXCEPTION AN ALTERNATIVE VENTILATION METHOD SHEET NAME HA5 BEEN PROVIDED 6_q_ F i —64" o •� ROOF DETAIL GON5TRUCTION SUMMARY. (27) LG LG375Q I C-V5 375 WATT PV MODULES i d"FIRE SETBACK/ACCE55 PATH 18'FIRE SETBACK/AGCESS PATH (DIMEN5ION5: GG.9"x 40,0"x I.G") (27) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS DRAWING SCALE (70) ATTACHMENT POINTS Q G4"OC MAX. ! I_611 ! $_6° x 36"GROUND ACCESS TYP. (277.5) LF IRONKIDGE XRI 00 MOUNTING 5Y5TEM. N I .T•S• ROOF TYPE = A5PHALT SHINGLE(51NGLE LAYER) ARRAY#3 ARRAY#4 I V CONSTRUCTION NOTE5 4 MODULES 4 MODULES 2 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 2621•°AZIMUTH 21•PITCH 82°AZIMUTH WITH THE MANUFACTURER'S INSTALLATION IN5TRUCTION5. F SHEET NUMBER 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH PV-3 MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE TAX MAP: 100005 1 000 10001 0000 FIELD VERIFICATION. ITEM DESCRIPTION ARRAY#14#2 ARRAY#3 4#4 ARRAY#5 DE51GN t DRAPTING BY: LOAD CALCULATION ARRAY#I ARRAY Jig ARRAY#3 t 4 ARRAY#5 R Rafter 2"X 1 O"D. FIR 16" O.C. 2"X 1 0" D. FIR I G"O.C. 2"X G" D. FIR 16" O.C. ELEMENT ENERGY LLC (D) Deckm 5/8" PLYWOOD 5/8" PLYWOOD 5/8"PLYWOOD REVIEW BY J.M.NABCEP CERTIFIC MODULE WEIGHT(Lb5) 38.6 38.6 38.6 38.6 (P) Pitch 2 1° 2 1° 0° 05 1 1 1 2-1 29 #OF MODULES 5 1 4 13 (RB) Rid e Board/Beam 515TERED 2"X 1 2" D. F',F` 2"X I O" D. FIR N/A (1 Spain Width of Rafter(R) 75" MAX 12 1" MAX 1 25" MAX REVISIONS TOTAL MODULE WEIGHT(Lbs) 153.0 38.6 154.4 501.6 DESCRIPTION DATE REV TOTAL LENGTH OF RAIL(Ft) 33.5 7.0 46.0 145.0 C• �74/� ORGINAL 6-2020 RAIL WEIGHT PER FOOT(Lb5) 0.68 0.65 o.68 0.68 (� yo (p TOTAL RAIL WEIGHT(Lb5) 22.8 4.5 31.3 98.6 J #OF 5TRANDOFF5 8 4 10 38 f� WEIGHT PER 5TRANDOFF(Lb5) 2 2 2 2 #i TOTAL STANDOFF WEIGHT(Lbs) 1 6 8 20 76 TOTAL ARRAY WEIGHT(Lb5) 231.8 51.4 205.7 676.4 ,O�tP�. POINT LOAD(Lb5) 29.0 12.8 20.6 17.5 P 4'X 6'RAFTER TIE®MID POINT _ CONTRACTOR TOTAL ARRAY AREA(5-1 Ft) 97,2 19.4 77.7 252.E I ARRAY DEAD LOAD(Lbs/Sq Fq 2.4 2.6 2.6 2.7 I ELEMENT ENERGY, LLC. 7470 SOUND AVE [ARRAY#1 4#21 MATTITUCK, NY 1 195 As er A CE 7 Method I : a e el RS net = t net e - ) t sec I ne a e - # ("�-- LICENSE #43889-H D; CLIMACTIC AND Ground Ind Spee Live load, TTY Max fastener �CENSE# 52689-ME GEOGRAPIIIC DESIGN Category Snow Load 3 sec gust pnet30 per Fastener Type spacing along f I isreRED 2'%IO BO%BEAM CRITERIA Pg mph ASCE7, psi rails, in. A # 20 130 # 5/1 G"x G"Stainless Steel 1 64" 1 B"%a Posy Roof Section B # TYP. TYP. # Lag Bolts 1 1 [ARRAY#5] PROJECT NAME # e(3) '%I O"PURLIN IL.-------------- 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 LLJrequirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe' for concrete as 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 #3 4#41 z LLI Il. or C 652. 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 ROOF FRAMING DETAIL n the minimum depth of footing below finish grade. C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local W z z 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(4)A].Wind exposure Q category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. J 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 CZ n 0 International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP / O as determined by the building official. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. 50LAR MODULE g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and G)BOLT Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a BOLT AND D NUT STEEL 3/8" O minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, B (� as amended or revised with: I.The accompanying Flood Insurance Rate Map(FIRM), d ii.Flood Boundary and Floodway Map(FBFM),and NRIDGE ALUMINUM RAIL III.Related supporting data along with any revisions thereto. ALUMINUM"L'BRACrE' SHEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. In. 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 FLASHING 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 5TpI\U CTU p IVn L part of the table with"NO." ys)from Figure R403.3(2)or from the I. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-da 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 A5?7A_T 5HINGLF ROOF 5/16"x G"5TAINLE55 Freezing Index-USA Method(Base 32°F)" STEEL LAG BOLT WITH DRAWING SCALE k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind 2 1/2"MIN THREAD 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. PMT'HENETRATION 4500SEALED C� 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 (EQUIVALENT GELENT R,5L AS N O , (EQUIVALENT OR BETTER) part of the table with"YES"and 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 indicate"NO"in this part of the table. n. 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 SHEET NUMBER 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 PV-4 above 1000 feet. MOUNTING DETAIL l ' J (•) See Figure R301.2(4)B. TAX MAP: 100005 1 000 10001 GOOO LAR ARRAY ON MAIN H U E 10.1 kW DC51GN 4 DRAPTING BY: (27)LG LG37501 C45 PV MODULES (1)5TRING Or(I 3)MICRO-INVERTERS,(1)STRING OF(8)MICRO-INVERTeR5 6(1)STRING Of(6)MICRO-INVERTERS ELEMENT ENERGY LLC '(3)5TRING5 TOTAL REVIEW BY J.M.NABCEP CCRTIPIE 051 1 1 2-1 29 STRING#I _ _ _ REVI ION _ _ - _ - _ _ _ DESCRIPTION OAR REV ORIGINAL I I-15-2020 -------------- ---- ---- ---- --__ ___- -__- ____ -__- ►_-_ -_ •- 1 ( NICRO-INVLRTLR 1 CNPr1A5C 107PLU9-72 2-U5 ' STRING#2 _ _ _ 97.5%O.1.zi A ) NEVA G. LISTED LPI. NCMA L UL LISTED TYPICAL L` --__ --__ -_-_ TO UTIUTY GRID I I I I STRING #3 _ N CONTRACTOR j - - O 56DIREGTID UTILITY R - - - - - - - - -- I•PHAse.240 v I t ------- - - -- ELEMENT ENERGY, LLC. I 1 I(NVT OP 1HTCICI]IA2CnON ( I ( CNPnASe SRM1CM R rTm ix coiiixim G.NI CIRCUITCAPLETYPICAL :LN6i Iq TA coNWC 0R9 7470 SOUND AVE 'fMNl VDT tXQCD I U ft MATTITUCK, NY 1 195 1 N LICENSE # 43889-H { LICENSE # 52G89-ME 1 ( I NWN 5n.Vlfl PYANN[C 1 2M V.I.A I ( I I i I I PROJECiNAME LU 1 1 1 1 yI t I I1 W Q I MAIN SERVICE PANEL AC DISCONNECT W W_ 1 AC COM&NCR FOR K ;encD ull:'rr � L 10 ADJLN11af 0 24.C.]t (1 I 1 EXISTING GROUNDING z ELECTRODE 5Y5TCM LU 1 = O N N --------------------------------------------- ------------------- --- _ o ______________________________________________________ In O O = WIRE E CONDUIT SCHEDULE CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONNEUUII�ILL CONDUCT5ULATIOR GROUND G�TNTDY INSULATION (TYAU CONDTYPUIT CSNDEUIT AMMEPT DRATE DISTANCE TEMP ESTIMATED VoltageOrop(% 2 I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY31o.1s 3 310.150)(200.) urn(\) O 0.8 U5e-2/PV W, AWG#8 I BARE CU FREE AIR 70°C 0.65 0`T 0.8% V�J INVERTERS COMBINER PANEL AWG#I 0 1 6 OR EMT COMBINER PANEL AC DISCONNECT AWG#9 1 3 1 THWN•2 AN�G#8 I THWN-2 CU PVC 1 45°C 0.87 25 F? 0.6% AC DISCONNECT MAIN PANEL AWE,#6 3 1 THWN-2 AWG#6 I THWN-2 GU PVC ` 45°C 0.87 C Fr0.6% ' SHCCTNAMC ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampaclty Calculation CONFIGURATION 3-LINE D I A. 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90°C WET ENVIRONMENT, [NEC 690.803)(I)): (I5c)'(#of 5tring5)'(1.25)= 19.66 A Modules per 5tring 13,8 6 6 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#10,ampaclty'Temp Derate'Conduit Fill Derate= 20.8 A Modules per Inverter I TO,AND LOCATED AS CLOSE AS P0551BLE TO THE NEAREST RIDGE,HIP,OR VALLEY. 20.8 A> 19.66 A,therefore AC wire size Is valid. 4.)WORKING CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT SHALL Number of Inverters 27 COMPLY WITH NEC 110.26. #2 Combined Inverter Output Wire Ampaclty Calculation Record low temp -100C 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) -40.84 A Voc Tempi Coefficient -0.2491o/QC DRAWING SCALE FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL AWG#8,derated ampaclty'(Temp Derste)'(Condult F111 Derate) -47.85 A DC SYSTEM 5PECIFICATION5 CALCULATIONS APPLICABLE CODES AND STANDARDS. 47.85 A>40.84 A.therefore AC wire size is valid. N .T.5. 6.)W 1 O.1 A = strinHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, O erotin Current #of s)'Om ) THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. #3 Combined Inverter Output Wire Ampacity Calculation Operatiric 1 Voltaige 37.2 V =(#modules m serles)'(Vm ) 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) =40.84 A Max.5ystem Volta e 46.4 V = (#modules 1n series)'[(((#•##%V/QC'.O 1)'(Lo Temp##QC-25))'(Vo0)+(V0c)I 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG#6,derated ampaclty'(Temp Derate)'(Condult Fill Derate) = 47.85 A Short Circuit Current 13.5 A =(#of strin 5)'(I5c)'(I.25)per Art. 690.8(A)(1) SUPPORT RAIL,PER THE GROUNDING CUP MANUFACTURER'S INSTRUCTION. 47.85 A>40.54 A,therefore AC wire size 1s valid. SHEET NUMBER 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEER LUG AC SYSTEM SPECIFICATIONS OR ILSCO GBL-4DBT LAY-IN LUG. Max AC Out ut Current 40.84 A PV-5 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5itive,`nefJ.ative) O eratm AC Vol e 240 V OR TAX MAP: 100005 1 000 10001 0000 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. DE51GN 6 DRAFTING BY: SERVICE METER 0 BIPOLAR SOURCE © INDICATING AC DISCONNECT INSTALLATION NOTE ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CER7IFIE ( I ) ALL LABEL SHALL BE INSTALLED IN 051112-129 O ACCORDANCE WITH THE 2014 NEC REVISIONS AWARNING A WARNING i REQUIREMENTS. MCRIPTION DATE KV (2) ALL LOCATIONS ARE APPROXIMATE AND OFJGNAL 6-2020 THIS SERVICE METER TURN OFF PHOTOVOLTAIC REQUIRE FIELD VERIFICATION. SOLAR AC LOAD CENTER IS ALSO SERVED BY A AC DISCONNECT PRIOR TO PHOTOVOLTAIC SYSTEM WORKING INSIDE PANEL (3) LABELS, WARNING(5) AND MARKING OO 0 OO __._.-----.___._._.... _....__.--._-._.. __ _._ 5HAALL BE IN ACCORDANCE WITH NEC 02 AT PV SYSTEM AC COMBINER AT THE POINT OF DISCONNECT (4) THE MATERIAL U5ED FOR MARKING MU5T BE WEATHER RESISTANT, IN CONTRACTOR CONDUIT RACEWAYS • COMPLIANCE WITH NEC 1 10.2 1 (B)(3). WARNING • (5) THE FV SYSTEM CIRCUIT CONDUCTORS i ELEMENT ENERGY, LLC. 3 PHOTOVOLTAIC SYSTEM SHALL BE LABELED INSTALLED IN 747050UND AVE COMBINER PANEL COMPLIANCE WITH NEC G90.3 1 . MATTITUCK, NY 1 105 DO NOT ADD LOADS � ® AC DI5CONNECT LCENSE# 526899ME RAFID SHUTDOWN SWITCH 03 SEE NOTE (3) (RACEWAYS) PHOTOVOLTAIC OPROJECT NAME 4 AC , . WARNING: PHOTOVOLTAIC > _ POWER SOURCE OPERATING .. WQI� MAIN SERVICE PANEL OPERATING VOLTAGE iLT Lz W 0 ® RAPID SHUTDOWN SWITCH j G �9 DC DISCONNECT Q } Lu z R/ RAPID SHUTDOWN AC DISCONNECT/BREAKER SWITCH FOR PHOTOVOLTAIC SYSTEM a-/ n 0 OR COMBINER BOX SOLAR ' 0 OPERATING VOLTAGE VDC 05 INDICATING RAPID SHUTDOWN OPERATING CURRENT 5Y5TEM VOLTAGEMAX SYSTEM BHEET NAME • • • SHORT CIRCUITCURRENT • �. sc, LABEL DRAWING SCALE y.� N .T.S SHEET NUMEfR PV-G TAX MAF: 100005 10001000 1 0000 6�- LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3611 . (631)543-29n fax(631)543-1526 E-mail: Ics4d@aol.com Friday, November 20, 2020 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: Twenty-seven (27)340 W'PV Roof Top Solar Panels, 10125 W DC Total Outputs for ;Moore Residence, 18975 Sundview Avenue, Southolds New_York 1.1971 Dear Mr. Lawton: Pursuant to your request, I have reviewed the'following information regarding the-subject roof top solar panel array: • •Cover'Sheet with Site Visit/Verification-prepared by'E2Sy8 representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and 'structural details. This information was prepated by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I'have evaluated the structural capacity of the existing system to.support the.additional loads described below, imposed by the solarpanel arrays and offer the following comments. The existing roof types are as follows: Solar Arrays#1, 2 : Solar Arrays#3, 4: Single layer of asphalt shingles, Single layer of asphalt shingles, 5/8"thick plywood decking, 5/8"thick plywood decking, 2"x10" at 16' on center Douglas Fir rafters, 2"x10" at 16' on center"Douglas Fir rafters, 4"x6" Douglas Fir ceiling joists at mid point, (3)2"x10" Douglas Fir Purl in, Roof-pitch 210. Roof pitch 210. Solar Array#5: Single layer of asphalt shingles, 5/8" thick plywooa decking, 2"A 0"at 16' on center Douglas Fir rafters, Roof pitch 150. 1 Structural Analysis: The structural analysis has been carried out using the following design eritefia Design wind speed: A30 mph Ground snow.load: 20 Ibs/sq. ft.. Solar Array#1, Dead Load:. . 2.4 " 'Ibs/sq.."ft. Solar Array#2, Dead Load: - .. 2.6 Ibs/sq.-ft.- Solar Arrays#3, 4, Dead Load: 2.6 Ibs%sq.A. Solar Array#5, Dead Load: 2.7 Ibs/sq. ft. Total Array#1 Weight: 231.8 Ibs Total Array#2 Weight: 51.4 Ibs Total Arrays#3,4 Weight'(each): 205.7 Ibs Total Array#5 Weight:- 676:4 Ibs The above values are within acceptable,limits of recognized industry standards for similar structures.The structural analysis, performed for the existing structure.and for the solar panel arrays,utilizing the above design loads, indicates that the existing roofs will be able to support -the additional panel'Weight-Withoutdamage,-if installed correctly.The onsite inspection and the photographs show that the roof framing is in good conditions. However,.the building owners are to be made aware that long term, build up of- heavy snow conditions may.produce deflections in the roof structure_ If any deflection�is noticed, than it is recommended that the solar panels be,cleared of accumulated snow more than one(1)foot deep over a period of one week If no deflections are visible under any snow loading over a period of time,then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that With appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays.This evaluation is in conformance with the 2020 Residential Code of New York State, SEVASCE 7-16 "Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70.National Electrical Code", current- industry standards and practice and based on documentation and data supplied by E2Sy8 at the time of this report. Should you have any questions regarding the above or if you require additional information,'do not hesitate to contact me. Sincerely, P�of �t1i�o 9 FO" Luigi Claudio Sciandra, P. E. 2 5 C O P E Of WORK DE51GN E DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A 8.G3 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE MOORE RESIDENCE, REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 18975 SOUNDVIEW AVE,SOUTHOLD, NY 11971. 051112-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS DE5CUMON DATE REV SYSTEM RATING sc�,�, O�GINAL 6-2020 1 REV1510N 12-06-2020 A T -e� kW DC 5TC 25 - EQUIPMENT SUMMARY 23 LG LG375Q I C-V5 375 WATT PV MODULES `' 23 ENPHA5EIQ7PLU5-72-2-US MICRO INVERTERS CONTRACTOR I RONRIDGE XR 100 MOUNTING SYSTEM er l 5H EET INDEX R f Pak ELEMENT ENERGY, LLC. PV-I COVER N ShetWlsla.Md 7470 SOUND AVE PV-2 SITE PLAN ° n omle = 0 ,4 g,�,,�,,,` MATTITUCK, NY 1195 PV-3 ROOF PV LAYOUT PV-4 STRUCTURAL/DETAILS E SECTIONS I M LICENSE # 43889-H PV-5 3-LINE ELECTRICAL DIAGRAM p LICENSE# 52G89-ME PV-G LABELS Pe;, W270 GOVERNING CODES �90° E D 240' Q 120° , ► , 2017 NATIONAL ELECTRICAL CODE. 210° 150° � E�.Cellors t �� `0 2020 RESIDENTIAL CODE OF NEW YORK STATE. ° PROJECT NAME A5CE 7-1 G AND NFPA-70. 180 W UNDERWRITERS LABORATORIES(UL)STANDARDS S " O rt _ > — 05HA 29 CFR 1910.2G9 �- W Q (\ -- - U GENERAL NOTES PROJECT LOCATION z — �-1 - 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 z z AGREE THE SAME. t 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED �.•.� „ APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, -'� �* 4 J INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. ,.•"' _CONTRACTOR'S LIABILITY, O O k ` �' AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. WORKMAN'S COMPENSATION, � , COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES +~ � i O Z 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO �,,.; i.' -ALL RULES AND REGULATIONS OF THE RESPONSIBLE •4 COMMENCING WITH WORK. , O JURISDICTION. a fir "' v .+ 1 I EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR "' r oti '' r2 0 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS ,. •+ C� WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS MAINTAINING SAFETY ON THE JOB SITE DURING THE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS },AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND f fY 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 RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY J r: q sheer rlArne 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.1.5.0 CONSTRUCTION. O\ /F p SPECIFICATIONS. ` V l_I\ 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE r •� G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIREI+w� 1 �, UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING � • . �,,,���, ,� y NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK.CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER DRAWHIC 5CALt 'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS h CERTIFICATION OF THESE PLANS. ►� 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. -� N .T. 5 . PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED c .� •�''' - r t . OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE s- � THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE "! 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO H15 WORK, OR DAMAGED AS FINAL PAYMENT. " RESULT OF HI5 WORK. AERIAL VIEW PV- TAX MAP: 100005 100010001 0000 LEGEND CONSTRUCTION NOTE5 DESIGN E DRAFTING BY: EXISTING UTILITY METER *NOTE: ELEMENT ENERGY LLC MAIN SERVICE PANEL 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REVIEW BY J.M.NABCEP CERTIFIE a AC NEW PV SUB-PANELS 1 .) AS PER IRC G05.1 1 .1 .22 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 051 1 12-129 CCOOMBINER NECT EXCEPTION THE SLOPE OF THE INVERTERS ROOFS ARE LE55 THAN 9°(2:1 2) DDITIONAL ROOF 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. GNO ELECTRODE 2.) AS PER R324.7.7 OF THE NYS VENTING AT GABLE ENDS 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REV1510N5 PV MODULE CODE SUPPLEMENT EXCEPTION AN DESCRIPTION DATE REV ALTERNATIVE VENTILATION METHOD ORIGINAL I I-IC-2020 RACKING RAIL HAS BEEN PROVIDED REV15ION 12-08-2020 A o ATTACHMENT POINT ---RAFTERSI_ I 111 -*-ROOF PITCH ANGLE v 2 2 �SUNRUN METER ® rA/// VENT a I O PLUMBING VENT N ®SKY LIGHT a 2 - I 0 I 11 ®CHIMNEY I a/ CONTRACTOR COMPOSITE SHINGLES o '-72 W 2 GOOD CONDITION oC POTENTIAL SHADING ISSUES - ELEMENT ENERGY, LLC.TRIM/REMOVE AS NECESSARY V m m 7470 SOUND AVE 91 �31, uri MATTITUCK. NY 1 195 4 w �� LICENSE # 43889-H LICENSE # 52G89-ME 271-0 11 V �P 4 a `� O ITCH CHANGE(VALLEY) %oz �6 PROJECT NAME W 18"FIRE 5ETBACK/ACCE55 PATH W LLJ U-J — 3G FIRE 5ETHACF/ACCY55 PAT" - - ' Lu D z /On 111117�1, LLJ O O Ln O t` 121-7-11 in `T cn �o o — 22'- 1 11 SHEET NAME L ` SITE PLAN — 2 5'-4 0 p 2" j 8'-211 QI_211 / Cl SCALE w2�0 DRAWING 8"FIRE SETBACK/ACCE55 PATH 18"1 jIKE 5ET15ACK/ACCE55 PATH 240- �90°E N .T.5 . 2100 12pa 2'-231I 21-2311 1 80o1500 44 3G"x 30 GROUND ACCE55 TYP. S SHEET NUMBER PV-2 TAX MAP: 100005 100010001 0000 LEGEND DESIGN 4 DRAFTING BY: EXISTING UTILITY METER A/ ELEMENT ENERGY U-C MAIN SERVICE PANEL NEW PV SUB—PANELS DDITIONAL ROOF 00 REVIEW B 05.1 N2-129 CERTIFIE A/C DISCONNECT ARRAY#I ARRAY#2 VENTING AT GABLE ENDS COMBINER INVERTERS 5 MODULES I MODULES / 2 1'PITCH 2 1°PITCH REVISIONS GND ELECTRODE 2G2°AZIMUTH 82'AZIMUTH I I—O I II 270 Q DESCRIPTION DATE REV PV MODULE 2 240° �90oe ORIGINAL I I-IG-2020 RACKING RAIL ®r7C C O ATTACHMENT POINT 5'I 511 2100 1200 REVISION 2-08-2020 A ---RAFTERS 180 0 1$00 -*-ROOF PITCH ANGLE — —If— — — — = S 0 I II - SUNRUN METER 1- 2 ul V ®VENT OPLUMBING VENT ®SKY LIGHT - - — ®CHIMNEY ,� — GONTRAGTOR ®COMPOSITE SHINGLES GOOD CONDITION w POTENTIAL SHADING ISSUES - TRIM/REMOVE AS NECESSARY I ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE # 43889-H ITCH CHANGE(VALLEO LICENSE # 52089-ME 77 18 FIRE 5ET13ACYJACCE55 PATH PROJECT NAME aa� e9c W - 1 1L.1 Q SETBACUACCE55 PATH U 1 W Q \ 18"FIRE SETA CE55'ATH �� , cr Lu O o +�---e----------e-+ 1 '-2 G /��, tf� O o� `NOTE: Lo 3� " L EXCEPTION THE SLOPE OF THE 1 .) AS PER IRC G05. 1 1. 1.22 I-3 III @ — — — ROOFS ARE LE55 THAN 9 (2: 1 2) 42 � O 2.) ASPEP,R324.7.7OfTHENYS - - - - m - - - - , CODE SUPPLEMENT EXCEPTION AN — — — — ALTERNATIVE VENTILATION METHOD HAS BEEN PROVIDED 0-11 1 211 5HEET NAME CONSTRUCTION SUMMARY t} /. (23) LG LG375Q I C-V5 375 WATT PV MODULES ARRAY#5 ( � ROO 1 DETAIL 9 MODULES 8"FIRE SETBACK/ACCE55 PATH 8'FIRE 5ETBAWACCE55 PATH (DIMENSIONS: 66.9"x 40.0"x I .6") 15*PITCH (23) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS 172'AZIMUTH (62) ATTACHMENT POINTS @ 64"OC MAX. (277.5) LF IRONRIDGE XR 100 MOUNTING SYSTEM. �L I '_�" I '_6'I 6"x 36"GROUND ACCESS TYP. DRAWING SCALE ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) 3 CONSTRUCTION NOTES ARRAY#3 ARRAY#4 N .T. 4 MODULES 4 MODULES I .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 21'PITCH 21°PITCH WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2G2°AZIMUTH 82'AZIMUTH 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH F- 511EET NUMBER MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE PV-`.FIELD VERIFICATION. TAX MAP: 100005 100010001 0000 LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 t 4 ARRAY#5 ITEM I DESCRIPTION ARRAY#1, #2 8#5 ARRAY#3 t #4 DESIGN t DRAFTING BY: Rafter 2"X 10" D. FIR A I G" O.C. 2"X 10" D. FIR I G" O.C. ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 38.G 38.6 38.6 38.6 (D) Deckin 5/8" PLYWOOD 5/8" PLYWOOD REVIEW BY J.M.NABCEP CERTIFIE (P) Pitch 150# 2 1° 2 1° 051 1 12-129 #OF MODULES s 4 9 (RB) Ride Boar Beam 515TERED 2"X 1 2" D. FIR 2"X 10" D. FIR TOTAL MODULE WEIGHT(Lbs) 193.0 38.6 154.4 347.4 (H) San Width of Rafter (R) 75" MAX 12 1" MAX REVISIONS TOTAL LENGTH OF RAIL(Ft) 33.5 7.0 46.0 I O I.I 0E5CROMON DATE REV ORIGNAL 1-1 G-2020 RAIL WEIGHT PER FOOT(Lbs) 0.68 0.68 C.68 0.68 RfV1510N 12-06-2020 A TOTAL RAIL WEIGHT(Lbs) 22.8 4.5 3 1.3 68.7 (w z3, #OF 5TRANDOFF5 8 4 10 22 �) WEIGHT PER STRANDOFF(Lbs) 2 2 2 2 I TOTAL STANDOFF WEIGHT(Lbs) 1 6 8 20 44 I TOTAL ARRAY WEIGHT(Lbs) 231.5 51.4 205.7 460.I I POINT LOAD(Lbs) 29.0 12.8 20.6 20.9 I CONTRACTOR TOTAL ARRAY AREA(5cl Ft) 97.2 19.4 77.7 74.9 a°x s"RAFTER TIE aM1D?DINT ARRAY DEAD LOAD(Lb5/5q Ft) 2.4 2.6 2.G 2.6 �► I ELEMENT ENERGY, LLC. As per A5CE 7 - Method I: I - ) able - I [ARRAY#I , #2 �#5] 7470 SOUND AVE MATTITUCK, NY 1 1952 P net =A K2t I Pnet30 (e G-2) &A (sec G.5.7) I Fnet,3Uto e - # 9-11 Re LICENSE# 4388 CLIMACTIC AND Ground Ind Spee Live load, Point Max fastener °) LICENSE# 5 3 8 9-H GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 perpullout loa Fastener Type spacing along CRITERIA Pg mph A5CE7, p5l lb. 1 rails, in. A # 20 130 # 4G8 5/16"x G"Stainless Steel Roof Section 64 B # TYP. TYP. # TYP. Lag Bolts (> I # I PROJECT NAME (3)Of 2"X I O'PURLIN I For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. y LLj a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural (H) u requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as 11J Q 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. [ARRAY#3 d#41 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 Q LLJ _ the minimum depth of footing below finish grade. ROOF FRAMING DETAIL 1 > 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 C) z subterranean termite damage. In 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 W z category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Q J 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 International Plumbing Code. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience O O as determined by the building official. MODULE MOUNTING CLAMP f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. O _ g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes, Rules and 50LAP MODULE O (- Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data. The flood hazard map shall include,at a 5TAINLE55 STEEL 3/8" 0 O minimum, special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, BOLT AND NUT as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), - ii. Flood Boundary and Floodway Map(FBFM),and iii. Related supporting data along with any revisions thereto. NR(DGE ALUMINUM RAIL The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM'L"BRACKET 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 51­1EeT HAM(: 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 FLA5HING part of the table with"NO."i. ST KU CT U KAL The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 320F)." 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 ASPHALT 5HINGLE ROOF Freezing Index-USA Method(Base 320F)." 5/1 G'x G"5TAINLE55 k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind 5TEEL LAG BOLT WITH 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 THREAD PENETRATION 5EALED 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 WITH GEOCEL 4500 AS NOTED part of the table with"YES"and (EQUIVALENT OR BETTER) 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 indicate"NO"in this part of the table. n. 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 round snow load increased from the ma e g mapped value by 2 Ibs/ft2 for every 100 feet s1,EET JUI,1r3E above 1000 feet. ^V-4 ( ) See Figure R301.2(4)B. � r :1 TAX MAP: 100005 1000100016000 MOUNTING DETAIL I I SOLAR ARRAY ON MAIN HOUSE 8.G3 kW '23)LG LG37501 C-V5 PV MODULES '1)STRING OF;9)MICRO-INVERTERS.'I)STRING OF'3)MICRO-INVERTERS t;I)STRING OF'G)MICRO-INVERTERS DE51GN E DRAFTING BY: -(3)STRINGS TOTAL ELEMENT ENERGY LUC REVIEW BY J.M.NABCEP CERTIFIE 051112-129 STRING # 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS DESCRIPTION DATE REV I ORIGINAL I I-I G-2020 I I MICRO-INVERTER REVISION 12-08-2020 A EN"""107PLU5-72-2-U5 STRING #2 zaO VAC. 1.21 A 97.5%CEC-WEIGHTED EFF. 1 __------__ NEMA G.UL U5TED I r _ TYPICAL I I TO UTILITY 5? I I STRING #3 I I r- -------- - �7{r� BI-DIRECTIONAL CONTRACTOR C v UTILITY METER I I !-PHA5E.240 V ELEMENT ENERGY, LLC. I 1 I I 1 ENPr1A5E BRANCH =dIIT or 1riTeRCdnleCTidr 1 CIRCUIT CABLE TYPICAL �G m 01 TAP CMDUCT AI OR I I 5-ALL 10T15=1D 101 7470 SOUND AVE I i MATTITUCK, NY 1 1952 a LICENSE # 43889-H LICENSE# 52G89-ME 1 � aiirySERViCE DISCOIr11ECT J 200 A 1 � I I I I I I I 1 1 1 I I 1 PROJtCT rIAME I 1 W Q t SERVICE PANEL U > m I 1 AC D15CONNECT W W AC COMBINER BOX 50 D D2231IRB N _ 240 VAC.6 A Q 2)3 A UL U5TE0 G(2J 5 A FU5F5 ^ Q I 1 ISTING GROUNDING U , 35A _`CTRODE SYSTEM W z M M I W I OJ ----------------------- ----------------------------- cn O WIRE t CONDUIT SCHEDULE O Ln CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop 0 I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE V ) O 3 10.15(BX3) 310.15=2ay(3.) ^ INVERTERS COMBINER PANEL AWG#)0 G 0.8 U5E-2/PV Wlre AWG#8 1 BARE CU FREE AIR I" 70QC O.G5 I I OFT 0.8% CO i(� OR EMT 11 COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC I' 45-C 0.87 25 FT O.iS% AC DISCONNECT MAIN PANEL AWG#C 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I.. 45°C 0.57 10 FT O.G% ELECTRICAL NOTES 5HteT IIAr IE CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY ILL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR G00 V AND 90QC WET ENVIRONMENT. [I PV Source Circuit Wire Ampacity Calculation 3-LINE D I A. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY NEC G90.8(5)(1)]:(I5c)'(#of strings (I.25) = 13.G I A Modules per 5tnng 9,8 t G TO,AND LOCATED AS CL05E AS P055113LE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#10, ampacity'Temp Derate 'Conduit Fill Derate = 20.8 A Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20.8 A> 13.G I A,therefore AC wire size is valid. COMPLY WITH NEC I 1 0.2G. Number of Inverters 23 5 #2 Combined Inverter Output Wire Ampacity Calculation Record low temp -I OQC .)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) = 34.79 A FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550PIE5 TO FULFILL AWG#8, derated ampacity'(Temp Derate)'(Conduit Fill Derate) = 47.55 A Voc Temp Coefficient -0.2401o/QC pRAW1rIG sCA t APPLICABLE CODES AND STANDARDS. 47.55 A> 34.79 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXE5, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Operating Current 10.1 A =(#Of strin s)'(Im ) N .T. . THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. #3 Combined Inverter Output Wire Ampacity Calculation 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) = 34.79 A O eratin Volta e 37.2 V =(#modules in 5ene5)'(Vm ) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG#G,derated ampacity'(Temp Derate)'(Conduit Fill Derate) = G5.25 A Max.System Voltacje 4GA V = (#modules in series)'((((-#.##%V/QC'.O I)'(Lo Temp##"C-25))'(Voc))+(Voc)] SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. G5.25 A> 34.79 A,therefore AC wire size is valid. Short Circuit Current 13.5 A =(#of 5tnn s)'(Isc)'(1 .25)per Art.G90.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEED LUG OR IL5CO GBL-4DBT LAY-IN LUG. AC SYSTEM SPECIFICATIONS 5HeET nu(13tP 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positivelnegative) Max AC Output Current 34.79 A PV-5 OR O eratin AC Volta e 240 V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP: 100005 100010001 0000 DE51GN d DRAFTING BY: SERVICE METER O 7 INSTALLATION NOTE ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CEKTIP SOLAR PV SYSTEM PHOTOVOLTAIC PHOTOVOLTAIC051 1 1 2-'29 sou�RBR�R � ' ( I ) ALL LABEL SHALL BE INSTALLED IN EQUIPPED WITH • ACCORDANCE WITH THE 20 17 NEC �visloNs RAPID SHUTDOWN ® REQUIREMENTS. DESCRIPTION DATE OPERATING CURRENT MAX S4�EM VOLTAGE • (2) ALL LOCATIONS ARE APPROXIMATE AND �RIGINA Zozo SOLAR AC LOAD CENTER - OUTSIDE 00 NOT RELOCATE 1HS� REQUIRE FIELD VERIFICATION. �V'S'°" 2_08-2020 OVERCL"wmmm (3) LABELS, WARNING(S) AND MARKING OTURN RAPID SHUTDOWN SWITCH TO Og O SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUT DOWN _—-- 1 1 0.2 I (B). I PY SYSTEM AND REDUCE CAUTION SHOCK HAZARD IN THE ARRAY POWER TO TRIS SERVILE IS ALSO SUPPIJED (4) THE MATERIAL USED FOR MARKING L DISCONNECT FROM THE FOLLOWING SOURCES WR '6° `°'",E"S`°`A,E°� �"s"D MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE CONTRACTOR COMPLIANCE WITH NEC 110.2 I (B)(3). -- _ A (5) THE PV SYSTEM CIRCUIT CONDUCTORS 4 7 8 I I ! WARNING T Y I a ELEMENT ENERGY, LLC. O O O O SHALL BE LABELED INSTALLED IN THSEOUIPMENT FED erMULTIPLE 7470 SOUND AVE SOURCES TOTAL RATING OF ALL DUAL POWER +� COMPLIANCE WITH NEC G90.3 1 . MATTITUCK, NY 1195 OYERtX1RRENT DEVICES.EXCLUDING SOURCES:UTILITY GRID MAIN SUPPLY OVERCURRENT i AND PVSOLAR LICENSE # 43889-Il DEVICE SIALL NOT EXCEED ELECTRIC SYSTEM LICENSE # 52G89-ME CONDUIT - INSIDE BUILDING 0 � 'ARNING WARNING } T1iis SERVICE METER = - f IS ALSO SERVED BY A PROJECT IJAME ELECTRIC SHOCK HAZARD 1 PF•OK SYSTEM PHOTOVOLTAIC SYSTEM TERMINALS ON THE LINE AND 1 COMBINER NEL \W _ LOAD SIDES MAYBE ENERGIZED DOADS / CONDUIT - OUTSIDE BUILDING — IN THE OPEN POSITION LLJ Q (\ U 6) z � — ® _ W LU — ARNING > >— DUAL POWER SUPPLY SOURCES:UTILITY GRID AND LLJ z z I PV SOLAR ELECTRIC SYSTEM MAIN SERVICE PANEL - OUTSIDE O LLJ O J A CAUTION SOLAR CIRCUIT 0 OZ O O ACAUTION ® O SOLAR ELECTRIC SYSTEM CONNECTED p 5 m MAIN SERVICE PANEL - INSIDE OPERATINGCURRENT AMPS OPERATING VOLTAGEVOLTS POWER SOURCE I! OUTPUT CONNECTION SHEET NAME DO NOT RELOCATE THIS , OVERCURRENT DEVICE LABLL-'---) AC DISCONNECT/BREAKER DRAWING SCALE 003 09 GG N .T.5 . SHEET NUMBER PV-6 TAX MAP: 100005 100010001 0000