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Home My WebLink About48114-Z " rr TOWN OF SOUTHOLD ' BUILDING DEPARTMENT ae TOWN CLERK'S OFFICE 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#: 48114 Date: 7/26/2022 Permission is hereby granted to: Shiro, Melissa 1010 August Greenport, NY µ11944 ....................................................................___.._----- ........... . To: install roof-mounted solar panels on accessory carport as applied for. At premises located at: 340 Glenwood wRd, Cutcho ue . ........................mmwmmmmmmITITITm w SCTM #ww473889 Sec/Block/Lot# 110.-6-5 Pursuant to application dated 7/26/2022 and approved by the Building Inspector.. To expire on 1/25/2024. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CERTIFICATE OF OCCUPANCY $50.00 jinector al: �� $200.00 BuCit vui.uJlIJ.II CIIvCIuPtH lu,0nuubar1--/2A3-4b22-9494-DFADFB2538FC ti TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 11971-0959 " Telephone (63 l) 765-1802 Fax (63'1) 765-9502 httr. olthwldt, " Date Received APPLICATION FOR BUILDiNG PERMIT For Office Use Only PERMIT N0. _ Building Inspecag",, X 4 " SVM F� J Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an � �� p �� . Owner's Authorization form(Page 2)shall be completed. Date:12/15/2020 - OWNER(S)OF PROPERTY: Name:]ohn Spiro SCTM#1000- 110.00-06.00-005.000 Physical Address: 340 Glenwood Road, Cutchogue, NY 11935 Phone#: (914) 907-991$ Email:spiroj@gmai1 .com Mailing Address: 340 Glenwood Road, Cutchogue, NY 11935 CONTACTPERSON...,-....�"._.._...-.._�-...._�_......m___—�_�_�-...�...._.........�.....� Name:Patri ci a Gibson Mailing Address: 7470 sound Avenue Matti tuck, NY 11952 Phone#: 631-861-5923 Email:patri ci a.gi bson@e2sys.com DESIGN PROFESSIONAL INFORMATION: Name:. Mailing Address: PhoAQ-4.'iXJ`,:2 A i\t '4;,X1 Email Ni,;i4I1 . e YY h/lallin'g.,._e. Address. `� sound Avenue Matti tuck, NY 11952 Phone#: 631-779-7993 Email: patri ci a.gi bson@e2sys.com DESCRIPTION"OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition - � Estimated Cost of Project: ®OtherRoof Mounted solar Pv s24,570 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 DocuSign Envelope ID:588869FF-72A3-4522-9494-DFAD FB253BFC PROPERTY INFORMATION Existing use of property: Residence Intended use of property: Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION 15 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 orfor 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 an premises and in building(sl for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): [ authorized Agent []Owner Signature of Applicant: :.�a:� ., .,..„ .,.....�.. ° �,�.n.mm.... Date: STATE OF NEW YORK) SS: COUNTYOF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent/Contractor (S)he is the (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. 20 - NotaryPUbl'ic DEBRA A SEPULVEUA PROPICRTY OWNER, AUTHORIZATION WMPUKrCSF=0IFMWyWA Na (Where the applicant is not the ownerbvio Wr ,: My Cemmilld n Ph” C Sohn Spiro 340 Glenwood Road, l residing at Cutchogue, NY 11935 do hereby authorize ` Element Energy LLC to apply on my behalf to the Town of Southold Building Department for approval as described herein. D*cuSiQo td by: 424A [13CIB2000MVS Signature Date john Spiro Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector op 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 p ro err southoldtownn oar seand@southoldtownnv.gov southoldtownn . oer APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: , ' Electrician's Name: /,f License No. Elec. email„ Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: 1 -A , JOB SITE INFORMATION (All Information Required) Name: � ' � Address: Cross Street: Phone No.: ZZZ Bldg.Permit #: email: , , Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE ,FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: F� YESX] NO F Rough In Li Final Do you need a Temp Certificate?: El YES P NO Issued On Temp Information: (All information required) Service Size Ell Ph[:]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground[]overhead #Underground Laterals 1 02 H Frame Pole Work done on Service? Y N Additional Information: ..m C PAYMENT UE'I WITH APPLICATION C IJik,P.�r�ie )t t,f „ A Z47 U J ht LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court�Smithtown,NY 11787-3011-(631)543-2953 fax(631)543-1526 E-mail:les4d@aol.com Tuesday,February 02,2021 Element Energy Systems 7470 Sound Avenue Matfituck,New York 11952 Tel.631-7794004 Attn.:Mr.Mike Lawton,Principal Element Energy Systems 7470 Sound Avenue MattitucK New York 11962 Tel.631-779-4004 Attn.:Mr.Mike Lawton,Principal Re:Twenty(201340 W PV on Carport Roof Top Solar Panels,6800 W DC Total Output,for Spiro Residence,340 Glenwood Road,Cutchogue,New York 11935 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 types are as follows: Solar Array#I: On wood carport roof, 2"x8"at 16'on center Douglas Fir rafters, Roof pitch 10'. The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq.ft. Solar Array#1,Dead Load: 2.9 Ibstsq.ft. Total Array#1 Weight: 1138.4 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 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.tf 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 engem,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 confonnance with the 2020 Residential Code of New York State,SEVASCE 7-16"Minimum Design Loads for Buildings and Other Strictures",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 entad me. Sincerely, Qi Claudio ,P.E. z 2 QEBIGN f DRA.:.tiG BY: SCOPE OF WORK F ^ENE u Ana^ SYSTEM RATING g kw DC 5TC v0' EQUIPMENT SUMMARY L—L J- a 5HEET INDEX N-ICOVER N ,< PV-2 SITE PLANa ,•} PV-3 ROOF PV LAYOUT 0` FV-0 5TRUCTURAU DETAILS E 5EI-ION5 •� _ PV-5 3-UNE ELECTRICAL DIAGRAM L \ { PV-6 LABELS GOVERNING CODES W2ro°7'4os0°E zoo° V 120' FRaU[tr aar 2017 NATIONAL ELECTRICAL CODE. 210° 150° 2020 RESIDENTIAL RK CODE OF NEW YOSTATE. 1801 _ A5CE 7-16 AND NFPA-70. 3 UNDERWRITERS LADOKATORIF5(Uy STANDARDS S OSHA 23 CPR;910.269 GENERAL NOTES PROJECT LOCATION 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 ` AGREE THE SAME. 2.CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED r; APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY, 10.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E. INSPECTION APPROVALS,ETC.,FOR WQRK PERFORMED FROM CONTRACTORS LABILITY,WORKMAM5 COMPEN5ATION. AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. 3COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES .ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND '1 ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH WORK. JURISDICTION. 1 1.EACH SUBCONTRACTOR SHALL BE RE5FON515LE FOR , 4.IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB 517E DURING THE v WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENT5 OF THE OCCUPATIONAL SAFETY AND ENGINEER.SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION.TH15 SHALL INCLUDE,BUT ARE NOT CONTINUE WITH THE WORK,HE SHALL A55UME All LIMITED TO:PROVIDING FOR ADEQUATE AND PROPER BRACING, 9netT NAa+e RESPONSIBILITY AND UABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 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.I.S.0 CONSTRUCTION. `.L £ti� .F. SPECIFICATIONS. 12.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE G.ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWR17ER5 APPROVED AND IN ACCORDANCE WITHN.E.C.< CONDITIONS.EACH CONTRACTOR SHALL VERIFY EX15TING NYS CODES 6 REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7,ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S CERTIFICATION OF THESE PIANS. 13.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8.THESE DRAWINGS AS FLAN5GMENTS OF SERVICE ARE AND `WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON , SOONER IF CONDITIONS'WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOL 14.AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED _ THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DE5P15 AND FXCE55 MATERIALS.THE FACILITY 15 TO BE EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE sneer dunce 5.CONTRACTOR 5HALL PROTECT,PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE Of EXISTING WORK ADJACENT TO HIS WORK,OR DAMAGED AS FINAL PAYMENT. %` RESULT OF HIS WORK. AERIAL VIEW TAX MAP: 10001 10000600005000 OESIGh€CRAFiIwG Bt': LEGEND CONSTRUCTION NOTE5 e en-'.e*y uc F9Exisertc F AtmEN.5:-ALL BE INSTAtiff)IN ACC RD.NCE W7 TI1E 6stzusias i z zs x � NiAt UFA RER;INSTALLATION IN5 R-C'ON5. t T 2.)ALL OUT DOOR K;"ULPsiE'iT.5-11ALL BE P.A. sIGKT WITH MINIMUM NEMA 3R RATING. I 3.)ALL LOC A,:DA...ARE1vFPROXIMATE ANDREQUIRE FIELD VERIFICATION. REVx5=Oh5 --o:scamw orae - JEW MOD� o AnACH ENR POW --_.T �R�OF RUN AMRE ffi�mom �fM corrteacroa ®sn uwi �eaters t�P4hNiPAL swm Ai ems\ P9.0.lECT NPME 9=. s» f � 1�tO' - F V _.. `Y' StiEFf 4AUE F 0. W 270--< 7Q-o o90°E _ v 240° P 120° �-_ - 210° 150° sneer r+uew�x TAX MAP: JGOOIIOOOOG00005CO0 LEGEND oesi�n.DRnmN�er: EtEMEYP ENERGv LLC ®Pn9TVv uT trfik7t I4AN PANEL REVi%Y Bt'J.M.NA) PCR.!H �� D51 1 12-i 29 N�NXPECT NVERIM REVISION5 �i OD 11EOIROOE PCSGRrt on aAiE R[J PY YIOOIAE —RACOW RAL O ATTACMUT RAFfFAS ...- i-ROOF Pf141 AM4F � ®91iNN IE1Nt — OPUM6Pp VERT ®!(Y I/E CONTRACTOR ®a Co '-?POffEtkAt saAaNr: -- [NORTH ELEVATION] [50UTH ELEVATION] FNAME A yn 114 f'ERGOLA 1 P-0 13'-O 12' C) I 1-42 _--5n _ SnEEf NA.UE 2G' 0' CAR)F0 U J [[OP VIEW] [EAST ELEVATION] D:WING 5G tE CON5TPUCTION NOTES I.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTiON5. SNEE(uuuesE 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAI MIGHT WITH _ MINIMUM NEMA 3R RATING. 3.7 ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1000 1 1 0000600005000 LEGENDocsisG<—Mn Gev: ® ' ISI E;EME TENERGr LLC B �ANEI �0. rzEv!EW 8Y l.M.NA—P CER-�Fi= OSl;lc-129 a REVISIONS ono aEemcoE W270-,, ASE Rev RtLiOio RM. 2°}Q° �l �o E 120- o ATTACHMENT POIt! 270° 150° _..._ _..... _-RAPIERS ®$VHNi YEIEOt i _— _ 1fRT QVFSlT ®9h'NWT CONTACTOR ® t Gtr SHEiQFS r, TRMJ319fOf£AS M6FSF@Y) EE � -. , r _ _ _ ::. i.... J t'Rf]IECi NnME SOLAR CARPORT ARRAY#f 20 MODULES SHEET NWE 10°FITCH CON5TRUCTION SUMMARY 149°AZIMUTH (20)QCELL Q.PEAK DUO 15LK-G6+340 WATT PV MODULES -� (DIMENSIONS:68.5"x 40.6°x 1,3u) _ (20)ENPIA5E IQ7-60-2-U5 MICRO INVERTERS - (52)ATTACHMENT POINTS Q 64"O.C.MAX. `e (230)LF XONRIDGE XR100 MOUNTING SYSTEM, ROOF TYPE:ARRAY#I ON WOOD CARPORT - scAiE t CONSTRUCTION NOTES 1 1.)ALL EQUIPMENT 5�1ALL BE INSTALLED IN ACCORDANCE ,. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT 51ALL BE RAINTIGHT WITH `F` _ SMEET NJMSER MINIMUM NEMA 3K RATING- 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE I FIELD VERIFICATION. TAX MAP: 5000 DESIGN a Dui nra.G or: LOAD CALCULATION ARRAY 6 i EIF-W E.FLtC REVIEW 511-NPBCEF CERTiF! MODULEIG WEIGHT(Lm) 43.9 O5;!12"I29 &OF MOOU IS, 20 _ TOTAL MODULE WEIGHT{Lbs) 875.0 - - " REVf5fON5 TOTAL LENGTH OF RAIL(Ft) 230 RAR WEIGHT EVIL FOOT(Lbs) 0.68 - I G'O."LK�� _ TOTAL RNL WEIGHT(Lbs) 156.4 j - #OF5TRANDOFF5 52 WEIG`LT PER STRANDOFF Obs) 2 TOTAL STANDOFF WEIGHT(Lbs) :04 - PR RTOTAL ARRAY WEIGHT(Lbs) 1135.. {17 5X9hq POWER BEAMz1.s NIED 5 ik HP6 ACO Qa I GO"O.C. ON EACH 51DE OF ACO CorrrRa_<'roR TOTAL ARRAY AREA(5q FQ 388.6 ARRAY DEAD LOAD(Lr 5q F) 2.9 6X AC `. O"3 !2'DIEM ' P`- - zM'= i-re icor 4 (5c.G-5. it CLIMACTIC AND Ground tl d 5 b-load, Pant Max fastener _. --- -- GEOGRAPHIC DE51GN Category )Hord Load 3 sec gust pnet30 pe pullout 1 Fastener Type CRITERIA Pg mph A5CE7, ib. A 4 20 130 d 468 5116°x 0 5talnlaes Steel 64° Roof 5ecI ION B # TYP. TYP. If TYE. Lag Bolts - PROJECT NAME For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m1s. - a. weefhadng may require a higher strength concrete or grad.of masonry than necessary to satisfy,fie structural C requirements of this code.The weathering column shall be filed in with the weathering Index,'negligible,'*moderate o`severe for concrete as - » determined from Figure R301.2(3).The grade of masonry units shall be detemdned from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 - - ,,. or C 652. � IN The frost line depth may require deeper footings than indicated in Figure R403.1(1).The Jurisdiction shall fill n the trust line depth column with 1 1 the minimum depth of footing below finish grade. PERGOLA SECTION 1 I — c. The jurisdiction shall Ill In this part of the table to indicate the need for protection depending or whether(Fere has been a history of focal subterranean temmne damage. d. The judsdictionshall fill In this pad of the table with the wind speed from the basic wand speed map[Rgum R301.2(4)AJ.Wird exposure y categorshag be determined on a site-specific basis in accordance with Section 83012.1.4. e. The oudoor design dry-bulb temperature shad be selected from the columns of 97112-percent values for winter from Appendix D of the MODULE MOUNTING,CLAM _ International plumbing Cotte.Deviations from the Appendix D temperatures shag be permitted W reflect local climates o local weather experience as determined by the building official. SOLAR atQ�= Z f. The junisdcnon scrag fill in this part of the table with the seismic design category determined from Section 8301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compliatim of Codes,Rules and A.�..�-STEEL 3m8' Regulations of the State of New York(NYCFZR)shall adopt a flood hazard map and supporting data.The flood hazard map shag include,at a DOLT AND NUT r minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, as amended o revised coni: I.The accompanying Flood Insurance Rate Map(FIRM), =U,-E AWMINUM e L j H.Flood Boundary and Fkxidway Map(FBFM),and _J` ig.Related supporting data along with any revisions thereto. ALUM.NL,u°L' The adopted good hazard map and supporting data are hereby adopted by reference and declared to be part of this section. t snEe NAraE h. In accordance with Sections R9D5.12,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 .(UryNUM FLASHING ,.cel damage horn the effects of Ice damming,the Jurisdiction shall fill In this part of ilia table with'YES."Otherwise,the jurisdiction shall fill in this _ part of the table wgh'NO' ��sf'1 1. The Jurisdiction shag fill n this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the ig9-year(99 percent)Y.hla on the National Climatic Data Center data table"Air Freezing Index-USA Method(B.ee 32'1`)." ASPHALT SHINGLE ROOF j. The Jurisdiction shah fig In this pot ofthe table with the min annual temperatum from the National Climatic Data Center data table'Air 5/10.6'5TAINLE55 Freezing index-USA Method(Base 32'F).' STEEL(AG BOLT WIT k. In accordance with Section R301,2.1.5,where there is local historical data docwne structural dam to build' due to topographic wind 2 11-1 MIN THREAD D M-SCALE sling ago cgs topogreP R€NETRATION SEALED speed-up effects,the Jurisdiction shall fig In this part of the table with"YES.'Otherwlse,the jurisdiction shag indicate'NO'in this part of the table. WITH GEOCFL 4500 1. In accordance with Figure R301.2(4)A,where there Is Ictal historical data documenting unusual wind conditions,the jurisdiction shall fill in this (EQUIVALENT OR BETTER) 5 `CT E D W of the table wgh'YES'and -. m. In accordance with Section R3012.12.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otheawse,the Jurisdiction shag ndicate'NO'in this part of the table. n. The ground snow beds to be used In determining the design snow loads for roofs are given in Figure R3012(5)for sites at elevations up to SHEET NUrnSER 1000 feeL Sites and ele mb re,above 1000 feet shag have their ground snow load increased from the mapped value by 2 tbs1TQ for every 100 feet above 1000 feet. (� See Figure R3012(4)8. n u TAX MAP: 1000 I I OOOOSO0005000 MOUNTING DETAIL FMEN1 ENERGY LLC G51112-;29 E I E. -------------- 240 V #2 ,sc� L----------------i AC DISCONNECT u rwxu.— MAIN 5fFlICE PmffL ----------------------------------------------------- �5TNG�IDUNDING fZCTRoDt5y5TEm --------—----------———--—----—---------------- z VVIRE CONDUIT 5CHfDULE rz, C1RCU!T CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUC'0RCONDUIT FILL CONDUCTOR GROUND GROUND GROUNDTYPE CONDUIT CONDUIT AM@IENi TEMP E5TIMATEC Vcitaae C—p I% ICORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZC QUANTITY 115ULANON (CLVAL) TYPE SIZE TEMP �ERAT! DISTANCE 331 3,a-2— — C AIR -C iA% INVERTERS COM51145R,PANEL AWG#IO 1 4 O'd -lSE-2/PVWro AWG#8 f BARE cu 70 O,G5 OR ffmT COMBINER PANEL AC DISCONNECT 3 I TIWN-2 Tmk4N-2 cu PVC 0,87 '6% AG D15CONNECT MAIN PANEL 3 T-iWN-2 T1IVVN-2 ELI Fvc 0.81 0.1% 5ler-NAMl ELECTI,ic-L,NO I TEE CALCULATION5 FOR CURRENT CARRYING CONDUCTORS C01INGUIKAT0 ,NE,630.8(5,..,1 -251 M-1-per 5vm, -- Mmules per inverter Ccmb—j 1rte,Q,yt W— F—d I—temp C--C.,,it— 1.25) V-Temp C—ff,—t DC 55TEM SPECIFICATIONS CALCUTATiONS O—'tw—&mv—ty Cai-[A— I—0s�lt 0-11 Max.5s—vde 5h—C-ot Current X,-SYSTEM SPECIFICATIONS V—AG CApa C,,—M v O.t—AC Voi�, ?40 v TAX MAP: 1000 110000GO0005000 DESIGN 4 DRntTi.NG BY: ELEMM ENERGY NL SERVICE METER (DBIPOLAR SOURCE Q INDICATING AC DISCONNECT INSTALLATION NOTE RNIEYt BY J.M.NAPCEP (I)ALL LABEL SHALL BE INSTALLED IN ti ACCORDANCE WITH THE 2014 NEC rsevsions REQUIREMENTS. -- (2)ALL LOCATIONS ARE APPROXIMATE AND THIS SERVICE METER TURN OFF PHOTOVOLTAIC I[ REQUIRE PIELD VERIFICATION. SOLAR AC LOAD CENTER IS ALSO SERVED BY A AC DISCONNECT PRIOR TO ?; (3) LABELS,WARNING(5)AND MARKING tt�� PHOTOVOLTAIC SYSTEM WORKING INSIDE PANEL SHALL BE IN ACCORDANCE WITH NEC - 0 �D �5 1 10.2 1(15). 2 AT PV SYSTEM AC COMBINER 7 AT THE POINT Of DISCONNECT — a � (4)THE MATERIAL USED FOR MARKING _ MU5T BE WEATHER RE515TANT, IN CONDUIT RACEWAYS COMPLIANCE WITH NEC 1 10.21(15)(3). m (5)THE PV SYSTEM CIRCUIT CONDUCTORS - ___ = PHOTOVOLTAIC SYSTEM SHALL BE LABELED INSTALLED IN RIM + COMBINER PANEL COMPLIANCE WITH NEC 690.31. DO NOT ADD LOADS O AC DISCONNECT RAPID SHUTDOWN SWITCH Q SEE NOTE(3)(RACEWAYS) ' PROlEGT NAME SEEM MAIN SERVICE PANEL — Q4 RAPID SHUTDOWN SWITCH Q Q DC DISCONNECT L AC DI5CONNECTI6REAKER OR COMBINER BOX fl INDICATING RAPID SHUTDOWN SYSTEM SHEET NAME wx 13 t "" TAX MAP: 10001 1 OOOOG00005000