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HomeMy WebLinkAbout46849-Z �O�OSIIFFOLxcOGy Town of Southold 12/11/2021 a P.O.Box 1179 y _ 53095 Main Rd o4, .. Southold,New York 11971 1� � CERTIFICATE OF OCCUPANCY No: 42606 Date: 12/11/2021 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2505 Marys Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-9-21.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2021 pursuant to which Building Permit No. 46849 dated 9/20/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar on existing accessory building as aapplied for. The certificate is issued to Jones, Sherryll of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46849 11/5/2021 PLUMBERS CERTIFICATION DATED Au ori e Si nature OFFat Ir TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o • 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#: 46849 Date: 9/20/2021 Permission is hereby granted to: Jones, Sherryll 2505 Marys Rd PO BOX 353 Mattituck, NY 11952 To: Install roof mount solar on existing accessory structure as applied for. At premises located at: 2505 Marys Rd SCTM # 473889 Sec/Block/Lot# 107.-9-21.1 Pursuant to application dated 9/20/2021 and approved by the Building Inspector. To expire on 3/22/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ADDITIONS TO ACCESSORY BUILDINGS $50.00 Total: $200.00 Building Inspector pf SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • iQ sean.devlina-town.southold.ny.us Southold,NY 11971-0959 mac` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL.COMPLIANCE SITE LOCATION Issued To: Sheryll Jones Address: 2505 Marys Rd Garage city,Mattituck st: NY zip: 11952 Building Permit#: 46849 section: 107 Block: 9 Lot: 21.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Element Energy License No: 52689ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Solar X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Roof X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: (12) Qcell Qpeak Duo Blk ML-G9 38OW PV Modules Notes: Roof Mounted PV Solar Energy System Inspector Signature: Date: November 5, 2021 S.Devlin-Cert Electrical Compliance Form �o�apF SOUlyolo 4 (r 3-0'r # f -TOWN OF SOUTHOLD BUILDING DEPT. ' r 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION'2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'&CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ' l lea DATEI ��' INSPECTOR Lm o�aOF SOUryO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -. [ ] FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [dFINAL cS�L�'le [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL" (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ok s DATE < < 2n2� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS • --C►o FOUNDATION(IST) y ------------------- ------------- FOUNDATION(2N)?) M .. z .. - .� U\ ROUGH FRAMING& M • PLUMBING. y O 1 M INSULATION.PER N.Y. -q, STATE ENERGY CODE FINAL ADD IONAL OMENMOTS: 0 Z-rn b ` x b o�SofFot�46" TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT . For Office Use Only I �1 S E P 4 --� PERMIT NO. Building Inspector. 2021 Ircatib � d Elfe b t ire t4ret r� cb pteten BUILDMIG DEPT. ap licat�a ski a cued �it iere tlhe pp scan s +� i " n TOWN OF SOUTHOLD D Date: - 2 '�",��. �"• "w�'" a" .F. �' �"�`�' 'r�'eS�y ty � 9�r" k`�a s 9" xz � e. x' ..� �� �"���' �}{{ .1700101 1 . 00 .#C : Name `^ STM10- ............ _ �Sr.�...�/.�_�c��.�s.. . ._.. . . _. ,.. � Project Address: Phone#: Email:_ _ il�. 6_.. ... ._ ._ ._. .,.�... _ C.'of,I . .. _. Mailing Address` I All" s A dW4' � +fTL � :kw '�` S".S',.%ti5.• ,hn� S` h�M� l�.. s_a+'�.} k,r Name / Mailing Address: Phone#: Email: - y�{��i71�7 Name: Mailing Address: Phone#: Email: 3 ,. a 3 f '' „5 a€ .. Off. Name Mailing Address: �) y Phone-#: ma e�s 3 l ? _. 9 _3 E II _ -, :. ❑New Structu�ree/❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other J"Li'l $ � ��' 7, � Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: �1'/L%�17 C^C Intended use of property: W. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yeso IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): �a���G AOai' ,ems ►uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF / ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the CM 4Ac/r;1'1 /173F (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements Contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 0A41 0aL CtJ l�C Notary Public DEBRA A SEPULVEDA "rMW PUBLIC.SPATS OF NEW YORK PROPERTY OWNER AUTHOR ZATION dnNo,oisE6ono (Where the applicant is not the wner) Qpm Mq Cammisdon Expires q � I, Skewrid ]k residing at J `J /�`S9 ' of '1 I ► �+ do hereby authorize SY0;ZStci apply on my beh Town of Southold Building Department for approval as described herein. 0 er's Signature Date Print Owne s Name I ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD e T n Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Te&�orre (631) 765-1802 - FAX (631) 765-9502 _ rod, OWI Vfoldtownny.gov — seand(cD-southoldtownny.gov APPLICI FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Element Energy Name: License No.: 52689-ME email: permits 9e2sys.com Phone No: 6317797993 1 request an email copy of Certificate of Compliance Address.: 2V70 U�n/b l*�O� JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: 6317797993 Bldg.Permit#: email: permits@e2sys.com Tax Map District: 1000 Section: 1'0700 Block: 0900 Lot: 021001 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Solar PV Roof Mounted Installation Solar PV Roof.Mounted Installation ], 91 Solar PV Roof Mounted Installation 6 '� Check All That Apply: Is job ready for inspection?: ❑YES 0NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect .❑ Underground ❑Overhead # Underground Laterals []lE]2 ❑H Frame [—]Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx ,ten APPROVED AS NOTED OCCUPANCY 019 DATE-'_IZILL B.P.4 USE IS UNLAWFUL FEEA&M.&D BY: WITHOUT CE NOTIFY BUILDING DEPARTMENT AT CERTIFICATE 765-1602 6A TO 4 PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -":FRAMING & PLUMBING 3. INSULATION 4. FINAL - 'CONSTRUCTION MUST hF, BE C')MPLETE FOR C.O. �`"`�MPLY WI OF ALL CoriSTRUCTION SHALL MEET THE NC-k YG'R'�C ST,,T-E& oWi C D REQUli-.-'::MENTS OF THE CODES OF NEW E-QUIR AND ►I CODES CONDITIONS OF YORK +ATE;. -NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWNZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES DEC RETAIN STORP4 WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE R=rRM JMwM IDN REQUIRED T L LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court. Smithtown, NY 11787-3011 • (631)543-2953 •fax(631)543-1526 E-mail:Ics4d@aol.com Saturday, September 11, 2021 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: Thirty(30) 380 W PV Roof Top Solar Panels, 11.4 kW DC Total Output,for Jones Residence, 2505 Marys Road, Mattituck, New York 11952 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The existing roof type is as follows: Single layer of asphalt shingles for Arrays#1, 2 and 3, '5/8"thick CDX Plywood Decking for Arrays#1; 2 and 3. 2"x6" at 16' on center Douglas Fir rafters, 2"x6" at 16' on center Douglas Fir ceiling joists, Solar Array#1 Solar Array#2 Dead Load: 2.5 lbs/if, Dead Load: 2.6 lbs/fe, Total array weight: 627.1 lbs Total array weight: 321.2 lbs Roof pitch 21'. Roof pitch 23°. Solar Array#3 1 Dead Load: 2.8 lbs/ft2, Total array weight: 687.1 lbs Roof pitch 320 . Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq. ft. The above values are within acceptable limits of recognized industry standards fors,imilar structures. The structural analysis, performed for the existing structure and for the solar panel arrays,utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions.,However,the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If•no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer, that with appropriate solar panel anchors being utilized, the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2020 Residential Code of_NewYork 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 E28ys 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, jLig"i'daudio Sciand , P. E. of NeW Yb CO c. sFO 060935 pR��ESS100 2 JCOPE OF WORK __ _ DESIGN 6 DRAFTING BYE - ELEMENT ENERGY LLC TOVOLTAIC(PV)5Y5TEM AT THE JONE5 RESIDENCE, REVIEW BY J.M,NABCEP CERTIFIE _U(.AI LJ Al L5V.7 MAKTD KU, MATTITUCK, NY 1 1952. - Southold 051112-129 THE POWER GENERATED BY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXI5TING ELECTRICAL SERVICE EQUIPMENT. REVISIONS P"SYSTEM DOE5 NOT INCLUDE 5TORAGE 5ATTERIE5. DESCRIPTION DATE REV Peconic ORIGINAL 09-05-2021 SYSTEM RATING kW DC 5TC v EQUIPMENT SUMMARY �i cutchbg 18 QCELL Q.PEAK DUO BLK ML-G9+ 380 WATT PV MODULES 261 18 ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM Pa SKEET INDEXAvs Itucl� t Su ELEMENT ENERGY, LLC. PV-) COVER N 7470 SOUND AVE PV-2 SITE PLAN 00 f. % MATTITUCK, NY 1 195 Z PV-3 ROOF PV LAYOUT LICENSE # 43889-H PV-4 STRUCTURAL/DETAIL5 E 5ECTION5 SWnd Ave Northville Laurel insl'sl, LICENSE # 52689-NI PV-5 3-LINE ELECTRICAL DIAGRAM x +„ PV-6 LABELS W 270°0 o90°E GOVERNING CODES 240° v 120° \M`/ Jamesport 2017 NATIONAL ELECTRICAL CODE. 210° 150° v A uebo ue PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK STATE. 180° D 4 9 A5CE 7-1 G AND NEPA-70. Db 2s UNDERWRITERS LABORATORIES(UL)5TANDARD5 S ! ' 05HA 29 CFR 1910.269 SEP 1 4 2021 ;'} t North Se Lu GENERAL NOTES PROJECT LOCATION vO m 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT BUILDING DEPT. : 1 w (Z - THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE Tfl�,VN OF Sni?TII�jJD _ HIMSELF WITH THE INTENT OF THE5E PLAN5 AND MAKE WORK AGREE THE SAME. LU 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED G—/ Q APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. J NSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIE5 HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, W 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O O ALL RULE5 AND REGULATIONS OF THE RESPONSIBLE OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO JURISDICTION. COMMENCING WITH WORK. N 4. IF IN THE COURSEI 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OF CONSTRUCTION A CONDITION EXISTS V � ' WHICH DISAGREES WITH THAT A5 INDICATED ON THESE PLANS, MAINTAINING 5AFETY ON THE JOB SITE DURING THE THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ENGINEERAND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT ` RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY srEEr NAME FABRICATED AND INSTALLED A5 PER LATEST A.I.5.0 SCAFFOLDING, STAIRS, ETC.. A5 WELL A5 PERMANENT SPECIFICATIONS. CONSTRUCTION. - G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE ♦, .0 V t UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. F DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING .* CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING .+� NY5 CODE5# REGULATIONS �. 7. ANY DEVIATION FROM THESE CONDITIONS PRIOR TO ORDERING MATERIALS AND PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. ' CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS DRAW NG SCALE CERTIFICATION OF THE5E PLANS. WORK FROM THE 51TE AND D15PO5E OF IN A LEGAL MANNER ON 8. THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY DA515 OR 50ONER IF CONDITIONS WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. .�. 4 THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE ` ELEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBED EXTENSIONS TO THIS PROJECT 5. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED A5 FINAL PAYMENT. AERIAL VIEW PV- I RESULT OF HIS WORK, TAX MAP: 1000 10700090002 1001 LEGEND CONSTRUCTION NOTES DE51GN t DRAFTING BY: SEMS SE UTILITY METER *NOTE ELEMENT ENERGY LLC 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MNN SERNCE PANEL 1). THE ROOF SETBACK/PATHWAY SHALL NOT BE Glj OO REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB—PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2� e os l 1 12-129 ® A/C DISCONNECT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. REQUIRED WHEN THE OPPOSING OR ADJACENT 0° INVERTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ROOF SLOPE IS AN ACCESS ROOF IN VER ACCORDANCE WITH 8324.6.I EXCEPTION OF �Ap° REVISIONS (D GND ELECTRODE 2020 NYS RESIDENTIAL CODEDESCRIPTION DATE RF/ APV MODULE 2). THE ROOF SETBACK/PATHWAY SHALL NOT BE 270° x 4900 ORIGINAL os-oa-zozl REQUIRED ON THE DETACHED NON-RESIDENTIAL � ? o ATTACHMENT POINT GARAGE IN ACCORDANCE WITH R324.G.1 78 O° SO, —RACKING RaL O° EXCEPTION OF 2020 NYS RESIDENTIAL CODE. S ---RAFTERS PROOF PITCH ANGLE 59SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY COMPOSITE SHINGLES GOOD CONDMON POTENTIAL SHADING ISSUES EL TRIM/REMOVE AS NECESSARY 74477 RC. 0 SOUND AVE MATTITUCK, NY 1 1952 LICENSE #43889-H _74 LICENSE# 52G89-ME f-fACtIED GARAGE 36•FI/P.E SET6AWAG�PA n /36•flP/ES� PATn/ PROJECT NAME e5 "R Lu -�� / Q 20-104" / 23'-31' 20'-74° ACCE55WOP/ z O — LLJ �• — � z 30 3G.r9ou w bZ rma 3•PIRE SETBACc/ 5 AT11 A / /a w Lo O O CV Q 104' S'-104" 5HEET NAME SITEA DRIVEWAY PL N 9 DRAWING 5CALE 3/3211 1_011 5HEET NUMBER PV-2 TAX MAP: 1 000 10700090002 1001 LEGEND `NOTE A' DESIGN 4 DRAFTING BY: �DOS71NG UTILITY METER 1). THE ROOF 5ET13AMPATHWAY SHALL NOT BE 'V NT ENERGY LLC MAIN SERVICE PANEL /,� oo REVIEW BY JEM.NABCEP CERTINE NEW PV SUB-PANELS REQUIRED WHEN THE OPPOSING OR ADJACENT �'(/ 051 1 1 2-1 29 A/C DISCONNECT ROOF SLOPE 15 AN ACCESS ROOF IN INVERTERS ACCORDANCE WITH R324.G.I EXCEPTION OF 8 CND ELECTRODE 2020 NY5 RESIDENTIAL CODE Aro, REVISIONS 2),THE ROOF SETBACK/PATHWAY SHALL NOT BE DE5CRIPTION DATE Pl=v APV MODULE REQUIRED ON THE DETACHED NON-RESIDENTIAL 2�Oa O Q90o ORIGINAL 09-08.2021 —RACKING RAIL GARAGE IN ACCORDANCE WITH R324.G.I 0 ATTACHMENT POINT EXCEPTION OF 2020 NY5 RESIDENTIAL CODE. S Oo�S0,�20� ---RAFTERS -*-ROOF PITCH ANGLE 99SUNRUN METER ®VENT OPLUMBING VENT / ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES 301 FIRE 5ETBACK/ACCE55 PATH, GOOD CONDITION //� POTENTIAL SHADING ISSUES t TRIM/REMovE AS NECESSARY j 36"FIRE SETBACK/ACC-17.9ELEMENT ENERGY, LLC.5 PATH/ / 7470 SOUND AVE — — —— — — MATTITUCK, NY 1195 LICENSE #43889-H ACCESS ROOF / LICENSE# 52G89-ME PROJECT NAME _ _ U1 Ni _ ACCESS R00F — — � — —— Lu Ln rn �rn� 41- I III � O 30 x 3GI' GROUND A CE55 TYP. — — IFT F _ —_ _ L Q � � U 1311 / / 36"FIRE SETBACK/A I LLJ Ln ATH z Oo Ln 30 FIRE 5ET5ACK/ACCE55 PATH –7 Q / / N CONSTRUCTION SUMMARY- MAIN HOUSE (18)QCELL Q.PEAK DUO BILK ML-G9+ 380 WATT PV MODULES 3 - 1 (DIMENSIONS: 72.4"X 40.0 X 1.3") 4 (18) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS (38)ATTACHMENT POINTS @ G4"O.C. MAX. SHEET NAME (144.5) LF IRONRIDGE XR100 MOUNTING SYSTEM. ROOF TYPE = ASPHALT SHINGLE(SINGLE LAYER) ARRAY # I ARRAY#2 CONSTRUCTION NOTES 12 MODULES G MODULES ROOF DETAI 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 23°PITCH 21°PITCH WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2431 AZIMUTH G3°AZIMUTH ® p"�• 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ° MINIMUM NEMA 3R RATING. DRAWING 5CALE 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. — 3/ I G" - I -pII `SYSTEM SPECIFICATIONS * NOTES" TOTAL 5Y5TEM 51ZE: 1 1 .4 kW - MODULE5: (30) QCELL Q.PEAK DUO BLK ML-G9+ 380 WATT PV MODULES SHEET NUMBER INVERTERS: (30) ENPHA5E IQ7PLU5-72-2-U5 MICRO-INVERTERS (18) MODULES INSTALLED ON THE MAIN HOUSE FV-3 (1 2) MODULES INSTALLED ON THE DETACHED GARAGE TAX MAP: 1000107000500021001 LEGEND 'NOTE DESIGN$DRAFTING BY: ®o EMSRNG UTILITY METER 1). THE ROOF 5ET5ACK/PATHWAY SHALL NOT BE ELEMENT ENERGY LLC MAIN SERVICE PANEL REQUIRED WHEN THE OPPOSING OR ADJACENT 4/ REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS ROOF SLOPE 15 AN ACCESS ROOF IN O° OSI 1 I2-129 AC DISCOCOMBINER NNECT ACCORDANCE WITH R324.G.I EXCEPTION OF 2 INVERTERS 2020 NY5 RESIDENTIAL CODE ETACHED GARAGE ,0O REVISIONS ID GND ELECTRODE 2).THE ROOF 5ETBACK/PATHWAY SHALL NOT BE - foo DESCRIPTION DATE REV APV MODULE REQUIRED ON THE DETACHED NON-RESIDENTIAL RACKING RAIL GARAGE IN ACCORDANCE WITH R324.G.I "70. Q ORIGINAL Os-oa•zozl EXCEPTION OF 2020 NY5 RESIDENTIAL CODE. I /j ° II 0 90° O ATTACHMENT POINT 4 ---- - - - - -- - - - - ---RAFTERSs�O�SD '2�° I PROOF PITCH ANGLE 19SUNRUN METER ®VENT 0PLUMBING VENT Irl ®SKY LIGHT v II — — —— — — — — —— — — — CONTRACTOR ®CHIMNEY WGOCOMPOSITE SHINGLES OD CONDITION _ _ _ _ _ ❑POTENTIAL SHADING ISSUES - — — — — — —---— — TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITLICK, NY I 1952 LICENSE#43889-H - - - - - -- - - - - -- - LICENSE# 52G89-ME PROJECT NAME — — — — — — — — —— — — — — — —— — — — — — —— — — — — N - -- - - - - - - - - - - - Wc) In U Q -- - - - - - -- - - - - - w 0 - - - - - - - -- - - - - - z LLJ -- - - - -- - -- - --- Q � U - - - -- - - - - - - - - - z O - - - - - -- - -- - - -- � N Q CONSTRUCTION SUMMARY - - - - - --- - - - - - - (1 2)QCELL Q.PEAK DUO BLK ML-G9+ 380 WATT PV MODULES (DIMENSIONS: 72.4"X 40.0 X 1.3") — — — — — — —— — — — — —— (1 2) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS (3G)ATTACHMENT POINTS @ G4"O.C. MAX. — — —— — —— — — — — — SHEET NAME (145.8) LF IRONRIDGE XR 100 MOUNTING SYSTEM. — — L �'° - J ROOF TYPE = A5PHALT SHINGLE(51NGLE LAYER) CONSTRUCTION NOTESROOF DETAIL 1.)ALL EQUIPMENT SHALL 5E INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ARRAY #3 .► MINIMUM NEMA 3R RATING. - DRAWING SCALE 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 1 2 MODULES FIELD VERIFICATION. 320 PITCH /4 1 _OII `SYSTEM 5PECIFICATION5 � NOTES' 2430 AZIMUTH TOTAL SYSTEM 51ZE: 1 1 .4 kW MODULES: (30) QCELL Q.PEAK DUO BLK ML-G9+ 380 WATT PV MODULES INVERTERS: (30) ENPHA5E IQ7PLU5-72-2-U5 MICRO-INVERTERS SIpyEETNUMBER (18) MODULES INSTALLED ON THE MAIN HOUSE I V-,- (1 2) MODULES INSTALLED ON THE DETACHED GARAGE TAX MAP: 1 000 10700090002 1001 LbAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 ITEM DESCRIPTION ARRAY#1 4�#2 ARRAY#3 DESIGN 4 DRAFTING BY: RB Rid e Beam/Board 2"X 8" D FIR " " ELEMENT ENERGY MODULE WEIGHT(Lbs) 43.0 43.0 43.0 R Rafters 2"X 6" D. FIR I G"O.C. " " " os I 112-129 REVIEW BY J.M.NABR7IFIE (D) Decking 5/8"CDX PLYWOOD PLYWOOD CE #OF MODULES 12 6 12 ' (P Horizontal Purhn I"X 2" D. FIR A 8"O.C. TOTAL MODULE WEIGHT(Lbs) 516.0 258.0 516.0 �� k (K) Knee Wall 2"X 4" D. FIR 16"O.C. N A REVISIONS ys ` . ii n " " n �� DESCRIPTION DATE REV 2 X 6 D, FIR 16 O.C. 2 X 6 D. FIR 16 O.C. TOTAL LENGTH OF RAIL(Ft) 92.8 51.7 145.8 (P) Pitch 121-423- ° ORIGINAL 09-08-2021 RAIL WEIGHT PER FOOT(Lbs) 0.68 0.68 0.68 f - a (H) Horizontal Span of(R) 1137"MAX. " TOTAL RAIL WEIGHT(Lbs) 63.1 35.2 93.1 #OF 5TRANDOFF5 24 14 36 � F WEIGHT PER 5TRANDOFF(Lbs) 2 2 2 IRBTOTAL STANDOFF WEIGHT(Lbs) 48 28 72 ( (P5 _ (R) (PJ TOTAL ARRAY WEIGHT(Lbs) 627.1 321.2 687.1 ` (D) (0) POINT LOAD(Lbs) 26.1 22.9 19.1 CONTRACTOR TOTAL ARRAY AREA(5q Ft) 249.7 124.5 249.7 ARRAY DEAD LOAD(Lb5/5q Ft) 2.5 2.6 2.s ELEMENT ENERGY, LLC. 7470 SOUND AVE GROUND SEISMIC WIICE BARRIER WIND DESIGN SUBJECT TO DAMAGE FROM MATTITUCK, NY 1 1 95 NTERLOOD O LOAD*SNOW Speeds Topographic Swindl Wldebrisne CATEGORYf Weatheringa lineDESIGN r Termite° TEMPO UNEQUI EDhNT HFAZARDSg FINDEIXG AAIR MEAN TEMPIL (PU O LICEN EE# 526899ME (mph) effectsectsregion zone'm depthh 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES 599 51°F MANUAL J DESIGN CRITERIA^ Indoor Heating Winter I Summer Altitude Design PROJECT NAME Elevation Latitude heating tooling correction factor design temperature cooling temperature temperature difference 108 FT 41°N 15'F 86°F 1,00 70°F 75°F 55°F N Wind Wind Q Ln Cooling Coincident Daily Winter Summer _ W temperature difference velocity velocity heating cooling Wet bulb range humidity humidity Q U O _ 11'F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH 1 1 W ROOF FRAMING DETAIL I I Q 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 strength (n z required for weathering shall govern.The weathering column shall be filled in with the weathering Index,"negligible,""moderate"or"severe"for concrete as determined W LIZ 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. 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 shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP (f 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. W 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 50LAR MODULE Z O (� on a site-specific basis in accordance with Section R301.2.1 A. + e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York STAINLESS STEEL 3/8" 0 Lo t- 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 BOLT AND NUT N Q 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. 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 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 NRIDGE ALUMINUM RAIL Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: ALUMINUM"L"BRACKET 1.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM FLASHING SHEET NAME iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO" ST RU CT U RA 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) value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32'F).' A5PHALT SHINGLE ROOF 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 5/1 6"x 6"STAINLESS (Base 32°F)" STEEL LAG BOLT WITH 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 2 I/2"MIN THREAD jurisdiction shall fill in this art of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"In this part of the table. PENETRATION SEALED DRAWING SCALE 1 P j WITH GEOCEL 4500 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 (EQUIVALENT OR BETTER) "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. AS NOTED m. In accordance with Section R301.2.1.2 the jurisdiction shall Indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at :SHEET NUMBER 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. (•) See Figure R301.2(4)B. TAX MAP: 1 000 10700090002 1001 MOUNTING DETAIL I I • SOLAR ARRAY ON DETACHED GARAGE 4.56 kWDE51GN t DRAFTING BY: (1 2)QCELL Q.PEAK DUO BLK ML-G9+380 WATT PV MODULES - ` " ELEMENT ENERGY LLC (1)STRING OF(12)MICRO-INVERTERS oLAR MODULE TYPICAL ♦ �T REVIEW BY J.M.NABCEP CERTIFIE 'SYSTEM 5PECIFICATION5 NOTES' 051 1 1 2-1 29 TOTAL SYSTEM SIZE: I 1 .4 kW STRING#4 = _ _ _ �� ` ENPHASE l MODULES: (30) QCELL Q.PEAK DUO BLK ML-G9+ 380 WATT PV MODULES n BRANCH REVISIONS TERMINAtOR INVERTERS: (30) ENPHASE IQ7PLU5-72-2-U5 MICRO-INVERTERS i TYPICAL ( ,:_ A DESCRIPTION DATE REv (18) MODULES INSTALLED ON MAIN HOUSE ----------- \ }; ;s, -^ -^ -^ ---- c (L` ORIGINAL 09-05-2021 (1 2) MODULES INSTALLED ON THE DETACHED GARAGE I MILRD-INVERTER ENPHAS1 BRANCH ENPHA9i 107PLU5-72-2-US CIRCUIT CABLE TYPICAL 240 VAC.1.21 A MAX.CONTINUOUS POLVER 290 VA 97.9%LEC.WEIGHTED EPP. -yyy NEMA 6.UL 1.19TED TYPICAL I 50LAP ARRAY ON MAIN HOU5E 6.84 kW (I 8)QCELL Q.PEAK DUO BLK ML-G9+380 WATT PV MODULES I POINT or WERCONN[cnoN (I)5TRING OF(1 2)MICRO•INVERTER5 4(1)STRING OF(G)MICRO INVERTERS I P[R MEM]" 240.21(8)(1)/690.64(AI U,NGTN Or TAP coNDucroRs (2)STRINGS TOTAL ON MAIN HOUSE sruu NOT rxctto to Pr AC LOAD CENTER AC D15CONNECT TO UTILITY GRID zoo vAc.loo• N[MA 3R UN5ie0 `240D2.3 A CONTRACTOR STRING#I - u zo A ocue¢role eauua Toa souR N4 A 3R.UL A NCMA 3R UL USTEO p _ ® • • ,,yy,, (2)20 A PU5E5 Ic+1 N L O BI-DIRECTIONAL - - I 20" 20A PILITY HA5E,240V ELEMENT ENERGY, LLC. � ----------- ---- ---- ---- ---' i + N 7470 SOUND AVE N R PON OrINRRCONNEGION MATTITUCK, NY 1195 PER NEC2A0.21(BX 11.690.64(A) C N L LI r------- --- I LENGTH NOT CEM 1 UCTORS SNALI.NOI EMCEED I O FT I STRING#2 _ __ __ __ I I LICENSE# 43889-H r- - R---'NP1-1A5I!D-RANCH- pLICENSE# 52G89-ME uN s[=A-- -- 240 V.200A- MICRO-INVERTER --------------------------^ ---------JIRCUIT ENPHASE 1240VA-72-21115 A CIRCULI CABLE TYPICAL 240 VAC.1.21 A I ' MAX.CONTINUOU5 OUTPUT 290 VA i T T 97.5%CEL-WEIGHTED EFF. ENPHA5E AC COMBINER BOX NEMA 6,UL L15TCD AC DISCONNECT I N PROJECT NAME TYPICAL 2POLE BR[Mt[R FOR rvNA3R. D9R0 S DD223NR9 i G , 264p0[SwUBAPM'[L m zo A ooua¢Pole axFAu,+s 2A0 vac,GOA yI, NEMA 9R UL L15XD I i T T A9 PA¢AS P�51BIL rROM It,l N LI I(il N L LI (2)30 A R15E5 I MNN 51-015CONN[GT TT 7 I If�iL (V IoA I on 9oA L---------------J 1 1 I LU _-� [ t (� 10OA MAIN SERVICE PANEL U I p p 1 M,AC Z O ----------------------------------------- ---------------------------------------- -- ------, 240 VAC 2M A Lu I I I I Q � �- I I I I II I EXISTING GROUNDING L- ----- ------- J j j ELECTRODE SYSTEM I r I < 41 - -------------------- ------ ---------j w L U In WIRE#CONDUIT SCHEDULE Z CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% O Ln O I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE 51ZE TEMP DERATE DISTANCE 310.15(8(3 310.15(8)(2000 I INVERTERS COMBINER PANEL AWG#10 1 4 0.8 U5E-2/PV Wlre AWG#8 1 BARE CU FREE AIR I" 700C 0.65 I I O FT 0.8% `�L OR EMT 2 COMBINER PANEL AC D15CONNECT AWG#10 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45-C 0.87 25 FT 0.6% 3 COMBINER PANEL AC D15CONNECT AWG#1 O I 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45-C 0.87 10 FT 0.G% 4 AC DISCCONNfCT MAIN PANEL AWG#G I 3 1 THWN-2 AWG#8 I THWN-2 CU PVC I° 45-C 0.87 1 O FT 0.6% SHEET NAME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS I.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 909C WET ENVIRONMENT. [NEC 690.803)(0]: (I5c)'(#of 5tnng5)'(I.5G)= 18.15 A Modules per 5tring 12 OR G 3-LINE DIA. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#10,ampaclty'Temp Derate= 20.8 A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. 20.8 A> 18.15 A,therefore DC wire size 15 Valid. Modules per Inverter 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL #2 Inverter Output Wire Ampacity Calculation Number of Inverters 30 COMPLY WITH NEC 110:26. Inverter Max Amperage output'(1.25) = 27.23 A Record low temp -I OQC 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL AWG#10,ampacity'(remp Derate-)'(Conduit Fill Derate)=34.8 A FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL 34.8 A> 27.23 A,therefore AC wire size Is valid. Voc Tem Coefficient -0.24%/eC DRAWING SCALE APPLICABLE CODES AND STANDARDS. #3 Inverter Output Wire Ampacity Calculation DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Inverter Max Amperage output.(1.25) = 16,15 A Operatinq Current 10-OA =(#Of 5trm 5)'(Im ) N .T.C�✓. THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. AWG#10, ampacity'(Temp Derate)'(Conduit fill Derate)=34.8 A Operatincl Voltage 37.9 V =(#modules In 5ene5)'(Vm ) 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE, 34.8 A> 18.15 A,therefore AC wire size 15 valid. Max.System Voltaqje 49.3 V =(#modules 1n 5erles)'[(((-#.##%V/QC'.0 1)'(Lo Temp##QC-25))'(Voc))+(Voc)] 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE #4 Combined L=Inverter Output Wire Ampacity Calculation Short Clrcult Current 1 3.1 A =(#of strm 5)'(Isc)'(I.25)per Art. G90.8(A)(1) SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Inverter Max Amperage output'(1.25) = 27.23 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.G.VIA WEED LUG AWG#G, ampacity'(remp Derate)'(Conduit fill Derate)=G5.25 A AC SYSTEM SPECIFICATIONS 5HEET NUMBER OR ILSCO GBL-4DBT LAY-IN LUG. 65.25 A> 27.23 A,therefore AC wire size is valid. Max AC Output Current 27.23 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5ltive/negative) PV-G O eratln AC Volta e 240 V OR I O.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000 10700090002 1001 7 I FTING BY: SERVICE METER DESIGN 4 DRA Q O ® INSTALLATION NOTE ELEMENT ENERGY LLC ® - PHOTOVOLTAIC PHOTOVOLTAIC ( 1 ) ALL LABEL SHALL BE INSTALLED IN REVIEW BY J.M.NCERTIFIE I�/� I � p `•� SOLAR BREAKER 051112-129 _ ® • ACCORDANCE WITH THE 2017 NEC ' ® REQU I REM E NTS. REV1510N5 DE5CRIPTI0N -DATE REV MAX SYSTEM VOLTAGE (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 09-05.2021 SOLAR AC LOAD CENTER- OUTSIDE r��" DO NOT RELOCATE THIS 81MCIRCUITCURRENT A REQUIRE FIELD VERIFICATION. A OVERCURRENT DEVICE ry. (3) LABELS, WARNING(S) AND MARKING QTURN RAPID SHUTDOWN SWITCH TO Q� SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUT DOWN I 10.2 I (B). ' PV SYSTEM AND REDUCE L "'-""—-'-------- 4 THE MATERIAL USED FOR MARKING ° SHOCK HAZARD IN THE ARRAY I C DISCONNECT POWER roTHIS FOLL SERCAUTVICEALSO IS ( ) FRDM THE FOLLOWING SOORCEB VYffH DISCONNECTS LOCATED AS SHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- INSIDE O ® T YME7ER r INTHSREWER COMPLIANCE WITH NEC 1 10.2 I (B)(3). I IMNBfl RACE CONTRACTOR PV PV SI'mER (5) THE PV 5Y5TEM CIRCUIT nP° ® SHALL B LABELED INSTAL EDONDUCTORS • ELEMENT ENERGY, LLC.. THIS EQUIPMENT FED BY MULTIPLE DUAL POWER SUPPLY SOURCES.TOTAL RATING OF ALL �� COMPLIANCE WITH NEC 690.3 1 . 7470 SOUND AVE OVERCURRENTDEVICES,EXCLUDING SOURCES:UTILITY GRID MATTITUCK, NY 1 195 MAIN SUPPLY OVERCURRENT AND PV SOLAR LICENSE # 43889-H DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM LICENSE# 52689-ME CONDUIT - INSIDE BUILDING AMPACITYOFBUSBAR� 0 � � C ® THIS SERVICE METER 4 PROJECT NAME 7ELIECTRIC SHOCK HAZARD I PHOTOVOLTAIC SYSTEM p IS ALSO SERVED 8Y A RMINALS ON THE LINE AND COMBINER PANEL = PHOTOVOLTAIC SYSTEM D SIDES MAY BE ENERGIZED DO NOT ADD LOADS CONDUIT - OUTSIDE BUILDING IN THE OPEN POSITION �. CV ® © U21 L() Qm ® seeW (Z _ -; .e • C) z iDUAL POWER SUPPLY ®URCES:UTILITY GRID AND t PVOSOLAR ELECTRIC SYSTEM° W MAIN SERVICE PANEL- OUTSIDE 5 u 0 z 0 0 A ® o SOLAR ELECTRIC SYSTEM CONNECTED o MAIN SERVICE PANEL- INSIDE 6° f POWER SOURCE 1 OUTPUT DO NOT RELLOCA TETHIS I 5HEET NAME ® O OVERCURRENT DEVICE o LABELS AC DISCONNECT/BREAKER a DRAWING SCALE O OO ® ® y -� � 1, � N .T.S. SHEET NUMBER I V —7 TAX MAP: 100010700090002 1001