Loading...
HomeMy WebLinkAbout44153-Z �q�soF tk�oG� Town of Southold 10/25/2019 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40809 Date: 10/25/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1700 Arbor Ln., Mattituck SCTM#: 473889 Sec/Block/Lot: 121.-14.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2019 pursuant to which Building Permit No. 44153 dated 9/11/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Martinez SJ&DC Rev Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 4415 10-08-2019 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT C* y� TOWN CLERK'S OFFICE 2 "oy • o� SOUTHOLD, NY r� 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#: 44153 Date: 9/11/2019 Permission is hereby granted to: Martinez SJ & DC Rev Trt PO BOX 1583 Mattituck, NY 11952 To: install roof-mounted solar panels on existing accessory garage as applied for. At premises located at: 1700 Arbor Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 121.-1-1.10 Pursuant to application dated 9/11/2019 and approved by the Building Inspector. To expire on 3/12/2021. Fees: CERTIFICATE OF OCCUPANCY $50.00 ELECTRIC $100.00 SOLAR PANELS $50.00 Total: $200.00 Bui i ector 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 I%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. qJ S I" New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: PZGO Af-b s MagA3Ac __ gW IRS-?- House RSZHouse No. Street f I Hamlet Owner or Owners of Property: _QAv,a rtn'A L%w \ Woz-6�a., Suffolk County Tax Map No 1000, Section '`,�,, ! Block Lot Subdivision �j 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: $ Applicant Signature OF SO(/r�®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �@ sea n.devlin()-town.Southold.ny.us couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Martinez SJ & DC Rev Trt Address: 1700 Arbor Ln city Mattituck st: NY zip 11952 Building Permit#. 44153 Section 121 Block- 1 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Element Energy LLC License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Solar X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment: Enphase IQ Combiner Load Center w/2-220 Breakers and 1- 210 Breaker, Cogen 35A Double Fuse Disconnect, Roof Mounted Solar PV 28- Q Cell Q Peak Duo Black 315W Notes, Modules, 28- Enphase IQ7-60-2-US Micro Inverters 8.82 Kw Inspector Signature: Date: October 8, 2019 S Devlin-Cert Electrical Compliance Form As LUIGI CLAU®I® SCIAN®FRA, P.E. 5 Wesleyan Court•Smithtown,NY 11787-3011 -(631)543-2953•fax(631)543-1526 Cell.631-747-7497 E-mail:Ics4d(aaol.com Monday, October 14, 2019 Town of Southold 53095 Route 25 Southold, New York 11979 Fie: Ce ' ocadon Letter-.: Seventy-Qne(71)315 W PV Roofton Solar Panel AM& 22365 W®C Total®utout,for '— Martinez Residence, 1700 Arbor Lane Mattiituck. New York 11932 I have reviewed the solar energy system installation in the subject topic on 10/01/2019. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Town of Southold. i The solar panel installation is in compliance with the requirements of the 2015 International Residential Code, the 2017 NYS Supplement to the Uniform Code, ASCE 07 and NFPA Standard 70 "National Electrical Code.*" Markings in accordance with Section;690.53 of the National Electrical Code are provided. V 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 y0 I ciA .r , ; I ' I 060935A 0 C T 1 7 2019 I FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ C FOUNDATION (2ND) t�1i oz � o on y ROUGH FRAMING& .6 PLUMBING 0 r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS OC' 0 °g RX z m � ~ O a Z � y x d t4 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 Plans 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 a'i" ti°, • C.O.Application Flood Permit Examined 20 q111 A5- 1� Single&Separate 2019 Truss Identification Form S�Q 1 Storm-Water Assessment Form Contact: Approved ,204 g T011qJ11511' Mail to: ,�/U Disapproved a/c �1 Cad �(4�o olU_K4 NLp I lik.'YTTI�BCL llQ� Phone:_ Expiration ,20 Buil ' ctor APPLICATION FOR BUILDING PERMIT Date - - (Q _ ,20_L 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 issuance of 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. (Signature o applicant or name,if a corporation) ''Iy'M So(t ,rl A,xItiln hA 0,L NT I RAZ (Mailing address of applicant) State w ether applicant is owner, (essee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisesU (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. 52(Pg9- (til L Other Trade's License No. L4 *SM- 44 1. Location of land ow ich proposed work will be done: 1-100 �rrr Lance House Number Street Hamlet County Tax Map No. 1000 Section C 2. "" ` Block. I ' Lot ( ° , c ct., i. ,t•a •5: :�ti1',C, l,i Subdivision Filed Map No. Lot 2. State existing use and occupancy of preses and intended use and occupancy of proposed construction: a. Existing use and occupancy ro S1 c6 y'Mr'Q b. Intended use and occupancy Et A'Q P�� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work `N i I�s � (Description) 4. Estimated Cost Fee 2CO (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 NO 1_ � /�c� 14.Names of Owner of premise6'1 b ardt'QU A&dressl?C7)Af La !' a hi No. &31 894 WN S 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 NOL----' * 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) COUNTY OF P,,Vg 1 C�lCl �_a ty-�o being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ©►��rQ c d R- ! Ph� (Contr ,tor,A ent,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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 /4 POTRICIA A MAY Notary Public NOTARY PUBLIC-STATE OF NEW YORK Signature of Applicant No. O1 MA4676634 Qualified In Suffolk County My Commission Expires March 30, 2020 FF01 "NILDING DEPARTMENT-Electrical inspector ` y'• 219 TOWN OF SOUTHOLD , Towo Hall Annex - 54375 Main Road - PO Box 1179 Southold. New York 11971-0959 41` gG1'bl phone (631) 765-1802 - FAX(631) 765-9502 � , 4� roger:richerfiCcr��.'town s6UthoId',nyids APPLICATION-FOR ELECTRICAL INSPECTION„ REQUESTED BY: 19 Company Name: ; Date:; q (p p -- : - - Name: � email: - - - - --- - , License No.. 5 `/ -- Address: _`14170 Saul - - -_--P--LF- Phone No:: ,(431 - X1.9--7?9Q3 JOB SITE INFORMATION: (All information Required) ' Name: C Address: AT-bac -- - -- -- - _- --- ---------_- ---_---- , Cross Street: - Phone No.: Bldg.Permit#: �I '�j, _ email: cm -_ Tax Map; District: 1000 Section: 1Z\ Block: _ _Lot: BRIEF DESCRIPTION OF WORK(P ease Print Clearly) : C>�,� .Mow) d solar �V -= - - -- - - - iu _ -932 Ku) -- Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YE / NO Issued On, _ (All information required) . ;Temp Information: ( , SOide:'Size 1 Ph 3 Ph Size:, - __ ._ A #Meters.- Old Meter# • New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead #'-UndergrouLaterals _1 2 H Frame Pole Work-done.on_Service?_.- Y N nd_ t;Aciclitional Information: ��,3t�� K _ _ S , - - - Q�k I ���Rk ,� L�ppLkOt- ` �-K SIS ROLn e 1TZ Fn`� ass 10-7 -La0-2- Llv-5, -" - ,PAYMENT-'D'UE'�W TH APPLICATION. 82-Request for Inspection Form.xis , APP 0 ED AS 10TED J DATE: B.P.# FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF '^ r TI)WN ZBA S01T L^70WN PLANNING BOARD �►4LO I^T 120 TQ`MAI TRI ISTEES - IV.1.0.UC1i� OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY t , r LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court- Smithtown, NY 11787-3011 - (631)543-2953 -fax(631)543-1526 E-mail:Ics4d@aol.com Thursd y, August 22, 2019 Eleme it Energy Systems 7470 lound Avenue Mattit ck, New York 11962 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Seventy-One(71) 315 W PV Roof Top I Solar Panel Array. 22365 W DC Total Output,for Martinez Residence, 1700 Arbor Lane Mattituck, New York 11932 Dear Mrl Lawton: Pursuantto your request, I have reviewed the following information regarding the subject roof top solpanel array: • Cover Sheet with Site VisitNerification prepared by E2Sys representative identifying specific site information including size and spacing of roof supporting element for the e Kisting roof of the proposed system to include cover sheet, site plan, mou ting and s ructural 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 oi the above documentation, I have evaluated the structural capacity of th I existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments: The exi ing roof type is as follows: single-layer of asphalt shingles, 5/8" plywood decking, 2"x10" at 16" on center Douglas Fir rafters for Array#1, 2"x8" at 16" on center Douglas Fir rafters for Arrays #2-5, 2"x8" Douglas Fir ceiling joists at 16" on center for all Arrays, 2"x8" Douglas Fir collar ties at 32" on center for Array#1, 2"x4" Douglas Fir collar ties at 48" on center for Arrays#2-5, roof with 450 pitch for all arrays. Structur I 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. I 1 I 3 Solar Arrays 1 —3 and 5, Dead Load: 2.7 lbs/sq. ft. Solar Array#4, Dead Load: 2.94 lbs/sq. ft. Total Unit Weight of Array#1: 1360.6 lbs Total Unit Weight of Array#2: 444.1 lbs Total Unit Weight of Array#3: 1128.9 lbs Total Unit Weight of Array#4: 156.9 lbs Total Unit Weight of Array#5: 398.5 lbs The above values are within acceptable limits of recognized industry standards for similar structures.The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weight without damage, if installed correctly.The onsite inspection and the photographs show that the roof framing is in good conditions. However, the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer, that with appropriate solar panel anchors being utilized, the roof!system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2015 International Residential Code, the 2017 NYS Supplement to the Uniform Code, SEVASCE 7-10 "Minimum Design Loads for Buildings and Other Structures", 2014 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, gi Claudio Sci dra, P. E. OF NEW Y g�J O.SCL4q IV �9 4c o�y� oe 9 �1 G�vi 03 pRoF�5S100� i I 1 ! r 2 SCOPE Of WORK DESIGN 4 DRAFTING BY: JAMIE MINNICK TO INSTALL A 22 365 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE MARTINEZ RESIDENCE, _ E0NABCEP CERTIFIED LOCATED AT 1700 ARBOR LANE, MATTITUCK, NY 1 1952, 051112-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EX15TING ELECTRICAL SERVICE EQUIPMENT. REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. --— De9CRIPTION DATE REV SYSTEM RATING /�� ORIGINAL 04-0 22.X65 kW DC STC --� EQUIPMENT SUMMARY 71 QCELL5 Q.PEAK DUO BLK-G5 315 PV MODULES 71 ENPHASE IQ7-60-2-U5 MICRO INVERTERS I IRONRIDGE XR 100 MOUNTING SYSTEM ; '` i CONTRACTOR 5HEET_INDE_X tom. _ ELEMENT ENERGY, LLC. Pv-I COVER J 7470 SOUND AVE PV-2 517E PLAN PV-3 ROOF PV LAYOUT ON MAIN HOUSE N -_ F� t�ATTITUCK, NY 1 195' = LICENSE # 43889-M PV-4 ROOF PV LAYOUT ON DETACHED GARAGE 0° _ = CENSE # 52689-ME PV-5 STRUCTURAL/DETAILS�SECTIONS ' PV-6 3-LINE ELECTRICAL DIAGRAM r' GOVERNING CODES W 270 090°E 2014 NATIONAL ELECTRICAL CODE. 2400 V 1200 PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2017 SUPPLEMENT. 2100 150° -J UNDERWRITERS LABORATORIES(UL)STANDARDS 1800 N OSHA 29 CFR 1910.269 S PROJECT LOCATION U W Ln GENERAL NOTESz z m -- ------ -- w Q 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT I THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE ?• (f } HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK � O L AGREE THE SAME. :u, ' (Y] 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED N �/ �[ APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. * W Q U INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, r+` Z O —� AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. t ADEQUATE FO ETC.. R THE PURPOSES F- 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATIONw p , OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. JURISDICTION. k` 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I, EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ' Q — WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE " �j► "� THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATION5 ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATIOON. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY �. snEEr NAME 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT r; t' FABRICATED AND INSTALLED A5 PER LATEST A.I.S.0 CONSTRUCTION. SPECIFICATIONS. G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE . ;+ COVEF UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N•E.C. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 3 a 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. ¢ DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8. THESE DRAWINGS A5 IN5TRUCMENT5 OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON F ^ 1 .�•G . SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANNT. +l' J PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS, THE FACILITY 15 TO BE FXTEN51ON5 TO TH15 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 SHEET NUMBER EXISTING WORK ADJACENT TO HI5 WORK, OR DAMAGED A5 FINAL PAYMENT, AERIAL VIEW F RESULT OF HI5 WORK. LEGEND DE51GN d DRAFTING � B Y' ASlnANEL� JAMIE MINNICK® NSERVICE PANEL V ° (Z V—NNEW PV SUB-PANELS 00 Q 03 NABCEP CERTIFIED Q ` O A/C DISCONNECT o 051112-129 INVERTERS COMBINER120° , ® GND ELECTRODE ^? REVISIONS SII,PV MODULE 12�r0° Q ov 4 QQ DE5CRIFTION DATE REV —RACKING RAIL 1210° 0 90° ry�Q �Q �Q ^ C, ORIGINAL 04.07-2019 ti O ATTACHMENT POINT 180°1S0°11200 � ,n � ry ---RAFTERS Sl �V —ROOF PITCH ANGLE � F19SUNRUN METER50 fir+ G� `IC`/ I</�l1Yl '-3111 ®VENT J 2 0PLUMBING VENT _—_ ®SKY LIGHT ®CHIMNEY CONTRACTOR ®GOOD CCOMPOSONDITHON LES N 7POTENTIAL ISSUES TRIM/REMOVE ASNNECESSARY ELEMENT ENERGY, LLC. 15 7470 SOUND AVE '-44 M 311 ATTITUCK, NY 1 1952 LICENSE#43889-H 3G-mc SETBNCNACCE95 PATH ¢ LICENSE# 52689-ME M M ss 18°Fin SETBACK Q RIDGE I m � _ PROJECT NAME s cc ^� 36'FIRE SETBACK/A00055 PATH N A9� UWLn — I I '-bill z z 0) � - / Lu z cz N oz X wQU z0 � 9 12 511 A L m Tn 36°K 36•GROUND AC 9 TYP ' 5HEET NAME L��30 x 30 GROUND ACCE55 TYP. A, -^ SITE PLAN 36'FIRE SMACKACCE55 FATH I �JI DRAWING SCALE 13 N .T.S. CONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 5HEET NUMBER MANUFACTURERS INSTALLATION INSTRUCTIONS. PV-2 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. '5Y5TEM SPECIFICATIONS*NOTES' DESIGN 4 DRAFTING BY: TOTAL 5Y5TEM SIZE:22.365 kW JAMIE MINNICK I 36"FIRE 5ETBACK/ACCE55;PATH MODULES:(7 1)QCELL Q.PEAK DUO-BLK G5 315 PV MODULES INVERTERS:(7 1)ENPHA5E IX-GO-2-1.1NABCEP CERTIPIED 5 MICRO-INVERTERS n 0CEF CE 129 _ (43) MODULES INSTALLED ON MAIN HOU5E Q (28) MODULES INSTALLED ON THE DETACHED GARAGE AR 2 9 MODUL 9'-54" �' REVISIONS DESCRIPTION DATE REV 45°PITCH U ORIGINAL 04.07-2019 235°AZIMUTH6 —1 IF Fn7 0? o 11— / 11 �\ S 11 t5l m ARRAY#3 \��c� Ln 23 MODULES 9cC 36" 5ETBACK/ACCE5S PATH 45°PITCH \ FSS,A D 145°AZIMUTH CONTRACTOR ELEMENT ENERGY, LLC. - - a rn 3G"x 3G" GROUND ACCESS TYP. 7470 SOUND AVE MATTITUCK, NY 1 195 ,.. LICENSE# 43889-H LICENSE # 52689-ME oll [7- Y� LL XFF / PROJECT NAME ME _AH 4- __ __ . , Lj=F LE NE 1 6 PGG j -- - - - - - �' �2jo O , Q g f % Xto 4_11 Fn a- 00, \ 3s�� �7p° Q 90° W O Z ry NZ SFS '80°7,0 '2�° / ! 3 M Y` S�c��c S W Q U , Z \ 2 55 AZIMUT SSjOgT� C ~ 'I 2 I Q I 4 LEGEND 6 I 211 8 \ 11-611 MAIN SE VICEUTILITYP METER MAIN V SUB PANEL NEW PV SUB—PANELS 3611 x 3G" GROUND CE55 TYP, INV DISCONNECT COMBINER 5HEET NAME INVERTERS CONSTRUCTION NOTES GNI)ELECTRODE 514P PV MODULE ROOF DETAIL ARRAY#5 —CRACKING RAIL 1.)ALL EQUIPMENT SHALL BE INSTALLED I CORDANCE _8 MODULES O ATTACHMENT POINT WITH THE MANUFACTURER'S INSTALLA INSTRUCTIONS. Mi 2.)ALL OUTDOOR EQUIPMENT SH BE RAINTIGHT WITH < 45°PITCH ---RAnERS MINIMUM NEMA 3R RATING. 235°AZIMUTH DRAWING SCALE 3.)ALL LOCATIONS ARE APP OXIMATE AND REQUIRE OOF PITCH ANGLE Q FIELD VERIFICATION. 22 I 1-611 �SUNR ETER I��J .I T.5, ®VENT 1 I CONSTRUCTION MMARY rn (72) QCELL5 Q.PEA DUO BLK-G5 315 WATT PV MODULES OPLUMBINO VENT (72)ENPHASE IQ7-GO-2-U5 MICRO INVERTERS ®SKY LIGHT 5HEET NUMBER (I 46)ATTACHMENT POINTS @ 6411 OC MAX. 361'FIRE 5ETBAMACCE55 PATH ®CHIM"EY (582) LF 5-3/IRONRIDGE XR 100 MOUNTING SYSTEM. ®COMPOSITE SHINGLES PV-3 00 TYPE = ASPHALT SHINGLE GOOD CONDITION IPOTENTIAL SHADING ISSUES TRIM/NEMOVE AS NECESSAR f DESIGN 4 DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 051112-129 w *SYSTEM SPECIFICATIONS * NOTES* REV1510N5 TOTAL SYSTEM S 1 ZE: 22.3G5 kW DESCRIPTION DATE REV ORIGINAL 04-07-2019 MODULES: (7 1 ) QCELL Q.PEAK DUO-BLK G5 315 PV MODULES INVERTERS: (7 1 ) ENPHASE IQ7-GO-2-U5 MICRO-INVERTERS (43) MODULES INSTALLED ON MAIN HOUSE w u (28) MODULES INSTALLED ON THE DETACHED GARAGE Q U Q �t m NOTE: r! CONTRACTOR CONSTRUCTION SUMMARY- DETACHED GARAGE ARRAY # I - SPACING BETWEEN PV MODULES TYP. (28) WELLS Q.PEAK DUO BLK-G5 315 WATT PV MODULES 28 MODULES DIMENSIONS ARE FROM EDGE OF PV MODULES (28) ENPHASE IQ7-GO-2-U5 MICRO INVERTERS 450 PITCH TO EDGE OF METAL ROOF TYP, ELEMENT ENERGY, LLC. m (40)ATTACHMENT POINTS @ G4"OC MAX. 2280 AZIMUTH I m 7470 SOUND AVE (186.7)LF IRONRIDGE XRI00 MOUNTING SYSTEM. II MATTITUCK, NY 1 1952 ROOF TY7_ PE = ASPHALT SHINGLE-SINGLE LAYER 4 LICENSE# 43889-H LICENSE# 52@89-ME 18" FIRE SETBACK @ RIDGE PROJECT NAME U Lu IN LEGEND W Q � �MDN AIN SERVICE UTIPANEL C) J — DI ^/ �NEW SUB-PANELS Fn W O z A/C DISCONNECT INVERTERS 0-/ COMBINER In ® GND ELECTRODE f_ �I I- I I I I ^' R QPV MODULE 4 Lu Q r l —RACKING RAILI ' f O o ATTACHMENT POINT =TF9I I f^ — ---RAFTERS 1L_/ O r -*-ROOF PITCH ANGLE i ! Q _ SUNRUN METER ®VENT Q oPLUMBING VENT ®SKY LIGHT ®CHIMNEY IkeI U SHEET NAME GOODPOCO O l IO EIM N/REMOVE AS NECESSARY co TAL SHADING ISSUES '�4,z Q ROO P D ETA TRI ? tu 0 O s r DRAWING 5CALE N .T.S. ^O �Oo �0° ^(d�co SHEET NUMBER PV-4 -- 3611 x 3G" GROUND ACCESS TYP. LOAD CALCULATIONS ARRAY#I ARRAY#2 ARRAY#3 ARRAY#4 ARRAY#5 ITEM DESCRIPTION ARRAY#I ARRAYS#2, #3, #4, *#5 DE51GN 4 DRAFTING BY: Module a ht 41-20 Lbs 41.20 Lbs .20 Lbs 4 1.20 Lbs 41.20 Lbs Rafter 2"X I O"D. FIR I G"O.C. 2"X 8" D. FIR I G"O.C. JAMIE MINNICK 0 o e 28 923 3 8 (D) Deckm 5/8"PLYWOOD 5/8"PLYWOOD NABCEP CERTIFIED Total Module Wel ht 1153.6 Lbs 370.8 Lbs 947.6 Lbs 123.6 Lbs 329.6 Lbs (C) Collar Ties 2"X 8"D. FIR @ 32"O.C. 2"X 4" D. FIR @ 48"O.C. Os 1 1 12-120 Total LencIth of Rall 18G.7 Ft G0.8 Ft 154.83 Ft 25.5 Ft 54.3 Ft (J) Joist 2"X 8" D. FIR @ I G"O.C. 2"X 8"D. FIR @ I G"O.C. a Rail Wel ht per Foot O.G8 Lbs O.G8 Lbs O.G8 Lbs O.G8 Lbs O.G8 Lbs (P) Pitch 45° 450 REVISIONS Total Rail Wei ht 12G.9G Lbs 41.3 Lbs 105.3 Lbs 17.34 Lbs 3G.9 Lbs (RB) Rid a Board/Beam 2"X 10"D. FIR 2"X 10" D. FIR DESCRIPTION DATE REV of 5tandoffr, 40 1 G 38 8 I G (H) San Width of Rafter(R) 11 12" 1132"MAX ORIGINAL 04.07-2019 Wel ht per standoff 2 Lbs 2 Lbs 2 Lbs 2 Lbs 2 Lbs Total Standoff Wei ht 80 Lbs 32 Lbs 7G Lbs I G Lbs 32 Lbst Total Array Wel ht 13GO.G Lbs 444.I Lbs 1 128.9 Lbs 156.9 Lb5l 398.5 Lbs Point Load 34 Lbs 27.8 Lbs 29.7 Lbs 19.G Lbs 24.9 Lbs Total Arra Area 5 12.9 5 Ft I G4.15 Ft 420.59 Ft 54.5 Sq FtJ 14G S Ft Arra Dead Load 2.71 bs/S Ft 2.71',- Ft 2.7Lbs/5 11, 294W5/5 Ftl 2 71 br,15ci Ft , (D) IL R p CONTRACTOR c. D ( ) ELEMENT ENERGY, LLC. As er ASCE 7 -Method I: I G-2 a e - ° 7470 SOUND AVE P net =A Kzt I Pnet30(e G-2 Kzt(sec G.5.7) I ne a e - # (C) MATTITUCK, NY 1 1952 CLIMACTIC AND Ground Wind 5peec Live load, Point Max fastener LICENSE#43889-H GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout loac Fastener Type spacing along LICENSE# 52G89-ME CRITERIA Pg mph A5CE7, psi Ib, rails, in. A # 20 130 # 4G8 5/1 G"x G"Stainless Steel G4" Roof Section B # TYP. TYP. # TYP. Lag BOIt5 (H # I PROJECT NAME For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. (J) a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural W IN requirements of this code.The weathering column shall be filled In with the weathering index,"negligible,""moderate"or"severe"for concrete as W 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 Z b.C 652. [1_.I - 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 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 subterranean termite damage. O z d. The jurisdiction shall fill In this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure LU category shall be determined on a site-specific basis In accordance with Section R301.2.1.4. 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 W Q U Intemational Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP � O U 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. 50LAP MODULE O g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and STAINLESS STEEL 3/B" 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 NUT minimum,special flood hazard areas as Identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, as amended or revised with: 1.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and RONRIDGE ALUMINUM RAIL iii.Related supporting data along with any revisions thereto. ALUMINUM'U'BRACKET The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of ALUMINUM FLASHING SHEET NAME 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." p p /� 1. 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 STRU CTU IV_ 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 5/1 G"x G"5TAINLE55 Freezing ndex-USA Method(Base 32°F)." STEEL LAG BOLT WITH2 1/2"MIN THREAD k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind PENETRATION 5EALED 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. WITH GEOCEL 4500 DRAWING SCALE 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 OR BETTER) part of the table with"YES"and AS NOTED 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 ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet SHEET NUMBER above 1000 feet. PV-5 (") See Figure R301.2(4)B. MOUNTING DETAIL I 50LAR ARRAY ON DETACHED GARAGE 8 82 kW (28)QCELL Q PEAK DUO-BLK G5 315 PV MODULES DE51GN 4 DRAFTING BY: (2)5TRING5 OF(14)MICRO-INVERTER5 MODULE TYPICAL JAMIE MINNICK '5Y5TEM SPECIFICATIONS * NOTES' NABCEPCERTIFIED TOTAL SYSTEM 51ZE: 22.365 kW STRING#4 = _ _ _ • • • _ = ENPHAse 0 051 1 12-129 MODULES: (7 I) QCELL Q.PEAK DUO-BLK G5 315 PV MODULES ------------ - BRANCH INVERTERS: (7 1) ENPHA5E IW-GO-2-US MICRO-INVERTERS - - TTYYPIICCN�.TOR REV15ION5 (43) MODULES INSTALLED ON MAIN HOU5E 9- -------------- l 77 __-� DESCRIPTION DATE REV (28) MODULES INSTALLED ON THE DETACHED GARAGE I ORIGINAL 04-07-2019 I STRING#5 I I I 6-- ----- / SOLAR ARRAY ON MAIN HOUSE 13.545 kW I -- ---I (43)OCELL Q.PEAr,DUO-13LK G5 315 PV MODULES I I ENPIIA9E BRANCH 5E IQ INO TER CIRCUIT CABLErnIC L arnasEl°7GD-z-us LTxNTcvlNreReouhernax (2)STRItIGS OF(I 6)MICRO-INVERTERS 4(I)STRING OF(I I)MICRO INVERTERS I I 240 VAC,I°a '(3)STRINGS TOTAL ON MAIN HOUSE I I rLP NLG 240 TiIDNU 1 690 ro" 97`6 CEGWEIGHTED EFF IENGTH OF TM CONOUCrOr9 I01___ eNrnA9E AC COMBINER Box NEMA G.UL U5TtD AC DISCONNECT Nor"cG 1 O FT TO UTILITY GRID 1M. TYPICAL Z3RLa wRD 24 DD223Nr.A12120 w ODUIYL rolC eRfxv3 240 VAC.GO ASTRINGS#I # 2 I NVAA3RUll15TE0 � �' CONTRACTOR (2135APUSE5 1 2 N RECTIONAL------------ -~ - 35 a PHMAse zao V (9 -------------- 1 2 N ELEMENT ENERGY, LLC. 1 , raIffMI""'Go`='°N7470 SOUND AVE 6491HALL NOT EMa0 RSTRING#3 r------- ---- ` z z MATTITUCK, NY 1195 = _ _ - • • • 1 i u , / LICENSE#43889-H z 2 1 2 � LICENSE# 52089-ME I ) - i I I I NMN Sr_a vtm rcr F- ----- I I ---- ---- ---- z+o v zaT A I I ENPHASE BINNCn MICRO-INVEP,TCR ____________________________I___----____� I 2 2 I I CIRCUIT CABLE TYPICAL ENPH 240 -'n' A I 9796 CEC WUGHTCD Err I 1 1 NEMA G.UL U5TED AC DISCONNECT ENPHASE AC COMBINER BOX TYPICAL I N Z 2 PROJECT NAME I z+o vAc wA - - l IaoA e¢nw 9F lA U9RD 540 VAC, O A I G - I 13120ADPAVL PGIL B¢LAn[/.'. 'El VAC,60A Il NE1AA 3R uv U5R0 } � I I 1 L I IGI N L LI s N Li LI 2)55 AFU5E5 I I 2 2 , ) - - 55A L---------------J � LCA I T 1 1 * - W ,1 2 2 MAIN SERVICE PANEL 1 _ ------- 1-ITI3C W -------- ° ---- o --------------------------------------- =---------------------------------------- -- -----I '00 AAL - -- _ I 200A Q �� N I _ - 1 I I { O I I I N 1 ` I I 1 I I I EXISTING GROUNDING W O z I I -________- ELECTRODE SYSTEM ^/ L- I I LL f uw Q U WIRE 4 CONDUIT 5CHEDULE CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop I% O I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE 9IZE TEMP DEBATE DISTANCE I� 310.15(D)(3) 310 150)(2.110.) L t I INVERTERS COMBINER PANEL AWG k 10 1 6 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I' 70QC 0.65 110 FT 0.84'0 OR EMT COMBINER PANEL AC DISCONNECT AWG#6 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC I' 45VC 0.87 25 PT 0.G% COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I' 45-C 0.87 10 PT O.G% s. P.. 2w, (4 AC D15CCONNECT MAIN PANEL AWG#6 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC I' 45vG 0.87 I O FT 0,646 + f + ELECTRICAL NOTES - SHEET NAME 1.)ALL EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL,AND LABELED FOR IT5 APPLICATION. CALCULATION5 FOR CURRENT CARRYING CONDUCTORS CtI ( # 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 900C WET ENVIRONMENT. CONFIGURATION T� � 3-LINE DIA. 3.)WIRING,CONDUIT,AND RACEWAY5 MOUNTED ON ROOFTOP5 SHALL BE ROUTED DIRECTLY #I PV Source Circuit Wire Ampacity Calculation TO,AND LOCATED A5 CL05E A5 PO95113LE TO THE NEARE57 RIDGE,HIP,OR VALLEY. [NEC G90,8(B)(I)): (15c)'(#of strings)'(I.5G)= 20 A Modules per 5trin9 MAIN HOUSE: I G,I G,4 I I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL AWG#10,ampacity'Temp Derate'Conduit Fill Derate = 20.8 A DET.GARAGE- 14 4 14 COMPLY WITH NEC 110.26. 20.8 A> 20 A.therefore DC wire size Is valid. 5.)DRAWING5 INDICATE THE GENERAL ARRANGEMENT OF 5Y5TEM5.CONTRACTOR 5HALL Calculation Modules per Inverter 1 4 L #2 Combined Inverter Output Wire Ampacity tion Number of Inverters 71 ` DRAWING SCALE FURNI5H ALL NECE55APY OUTLET5,SUPPORTS,FITTING5 AND ACE550RIE5 TO FULFILL Inverter Output Circuit OCP Calculation Inverter Im )'(1.25) = 53.75 A APPLICABLE CODE5 AND 5TANDARD5. AWG#G,derated ampaclty'(Temp Derate)'(Condult Fill Derate)= 65.25 A Record low tem I OQC C� G,)WHERE 51ZE5 OF JUNCTION BOXE5,RACEWAY5,AND CONDUITS ARE NOT SPECIFIED, 65.25 A>53 75 A,therefore AC wire size 1s valid. Voc Tem Coefficient -0.24%/QC N .T.✓. THE CONTRACTOR 5HALL SIZE THEM ACCORDINGLY, DC SYSTEM SPECIFICATIONS CALCULATIONS 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Inverter Output Wire Ampacity Calculation Operatinq Current 9.9 A =(#of 5trin s)'(Im ) 8.)MODULE GROUNDING CLIP5 TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) =54.5 A SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURERI5 IN5TRUCTION. AWG#G,derated ampacity'(Temp Derate)'(Conduit Fill Derate)= 65.25 A Operatinc3 Voltage 36.5 V =(#modules In ser(es)'(Vm ) 9.)MODULE 5UPPORT RAIL TO BE BONDED TO CONTINUOU5 COPPER G.E.C.VIA WEEB LUG 65.25 A>54.5 A,therefore AC wire size 1s valid. Max, System Voltadje 46.3 V =(#modules In 5cne5)T((-#.##%V/QC'.0 W(Lo Temp##QC-25))'(Voc))+(Voc)) SHEET NUMBER OR IL5CO G5L-4DI3T LAY-IN LUG Short Clrcult Current 13.5 A =(#of 5trmgs)'(Isc)'(I.25)per Art.G90.8(A)(1) 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5itive/neGJative) #4 Combined Inverter Output Wire Ampacity Calculation PV-6 OR Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) =35 A AC 5Y5TEM SPECIFICATIONS 10.)THE DC SIDE OF THE PV 5Y5TEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. AWG#G,derated ampaclty'(Temp Derate)'(Condult Fill Derate)= 65.25 A Max AC Output Current 88.75 A 65.25 A>35 A,therefore AC wire size 1s valid. Operatincl AC Voltage 240 V