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HomeMy WebLinkAbout48363-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 48363 Date: 10/3/2022 Permission is hereby granted to: Colicchio, Thomas Horatio St Apt 614 New York, NY 10044 To: Install roof mounted solar panels to an existing accessory building as applied for. At premises located at: 3810 Mill Ln., Mattituck . m _ _........... . .............................. .. .... SCTM # 473889 v Sec/Block/Lot# 107.-5-2 Pursuant to application dated 8/18/2022 _ and approved by the Building Inspector. To expire on 4/3/2024. Fees: SOLAR PANELS $50.00 CERTIFICATE OF OCCUPANCY $50.00 ELECTRIC $100.00 ............................. Total: $200.00 Building Inspector ` 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 httr)s://www.southoldtownnv.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only j ww y, vl J PERMIT N0, 3�3Building Inspector-_. a , Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date Z OWNER(S) OF PROPERTY: Name: G C/'/1/: , SCTM# 1000- /07. — 5- - 2— Project - - ZProject Address: -3f/a /V1111 L4-UL Phone#: 6'3/ 7 CV Email: Mailing Address: " 1 CONTACT PERSON: Name:Danielle Rodger Mailing Address:7470 Sound Ave MattituCk NY 11952 Phone#:6317797993 Email:permits 9 e2sys.com DESIGN PROFESSIONAL INFORMATION: Name. Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Element Energy LLC Mailing Address:7470 Sound Ave MattitUCk NY 11944 Phone#:6317797993 Email:permits@e2sys.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: (]OtherSolar CCS Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 /-ono 519x1 uocumem IU: IIVIKVV V V tIV NA 1 LUJUr-ON1VINI I L I KIVIUbAtf Y UUHLII'J-C)vLUJr, PROPERTY INFORMATION Existing use of property: ;, Intended use of property: Zone or use district in which premises is situated: Are there any coven is and restrictions with respect to 01-C this property? es❑NO IF YES, PROVIDE A COPY. r-wc heck lox After leading: The owner/contractor/desIgin professional is responsible for all drainage and storm waterissues as provided by apter 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,Ordl'nances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 67/ uthor(zed Agent El Owner Signature of Applicant: — Date: � y� 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 (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 taps publ, DEBRA A SEPULVEDA PUBUC�S►'ATB OF NEW YOR[ PROPERTY OWNER AUTH IZATI Na01SE6012691 (Where the applicant is not ItiIN ottExpird. residing at do hereby authorize " to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Aug 15 2022 Owner's Signature Date "� �� Print Owner's Name 2 ` t BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o m Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtown n .gov - stand southold townny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ����� Company Name: Electrician's Name: { License No.: —Elec. email: Elec. Phone No: 77,E I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: oil fj lvelpll � 1,411 Address: r0 A /' ell W Cross Street.- Phone treet:Phone No.: C3Z 7,7 f Ztpf2 Bldg.Permit #: 3 3 email: Tax Map District: 1000 Section: 07,(/0 Block: eS. BRIEF DESCRIPTION OF WORK, INCLUE SQUARE FOOTAGE (Please Print Clearly): aiCC Square Footage: Circle R'T`hatp ­ Is job ready for inspection?: YESK NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service SizeF 'l PhF]3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[—]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Ll Y N d lt"ronal Information: 6 4 I PAYMENT DUE WITH APPLICATION r ' AUG SUI!DINIG DEP IGIAN 1011 S'.OUj /(/ (- PT mAsse-55®�S Zoho Sign Document ID:YBYYDFXF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C S CO I L OF WORK yp• sT �rj ' DESIGN$DRAFTING BY: APPROVED AS NOTED P onic I ELEMENT ENERGY LLC TO INSTALL A 2G KW SOLAR PHOTOVOLTAIC(PV)5Y5TEN E 'R U H RE ID CE, REVIEW BY J.M.NABCEP CERTIFIE --'k ": ( 051112-129 LOCATED AT 3810 MILL LANE, MATTITUCK, NY 11952. Q�2 ,„ THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED ITH THE UTILITY GRID DATE' a B.P. # THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. 101SId A t i REVISIONS FEE: BY t. DESCPJFTION OATS REv NOTIFY BUILDING DEPARTMENT AT �isconrx(4 ORIGINAL 08-04-2022 SYSTEM RATING MU54 ;� 765-1802 8 AM TO 4 PM FOR THE Cutc oguetk'�:,Q " �0co+ecA OI,��So lFOLLOWING INSPECTIONS: l za 26 kW DC STC � 1. FOUNDATION TWO REQUIRED arva dei FOR POURED CONCRETE �<, - y t : : s 0.CLQss>jlole 2. ROUGH-FRAMING,PLUMBING, a �Mattrtuck R, New Suffolk m EQU I PM ENT 5U M MARY STRAPPING, ELECTRICAL&CAULKING - f ` G5 QCELL Q.PEAK DUO 51-K3. INSULATION ML-G 10+ 400 WATT PV MODULES 4. FINAL-CONSTRUCTION &ELECTRICAL ' G5 ENPHASE IQ7PLUS-72-2-U5 MICRO INVERTERS I IRONRIDGE XR 100 MOUNTING SYSTEM MUST BE COMPLETE FOR C.O. Laure1 asnlns,isia d CONTRACTOR 1'` ALL CONSTRUCTION SHALL MEET THE ' REQUIREMENTS OF THE CODES OF NEW `� til ¢, J .I 5 H EET INDEX YORK STATE. NOT RESPONSIBLE FOR s:l ELEMENT ENERGY, LLC. PV-1 COVER ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. PROJECT LOCATION 7470 SOUND AVE PV-2 SITE PLAN INSPECTION REQUIRED PV-3 t-4 ROOF PV LAYOUT MATTITUCK, NY I 1952 PV-5 STRUCTURAL/DETAILS SECTIONS OF NEIN ; LICENSE # 43889-11 PV-G 3-LINE ELECTRICAL DIAGRAM -<<C. Y LICENSE # 52G89-ME PV-7 LABELS GOVERNING CODES COMPLY WITH ALL CODES OF �° A �'�s �'� o NEW YORK STATE &TOWN CODES 2017 NATIONAL ELECTRICAL CODE. AS REQUIRED��® �j®iVOIT1d��V5® C'►" '' W 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROJECT NAME "H--9—n ASCE 7-1 G AND NEPA-70. �+ S § r;vt" 'rs:,z• `., - W 270 c--90'E . UNDERWRITERS LABORATORIES(UL)STANDARDS a�®U ®� a®���•"O'�s �yr�.7?�*:_: ,`_ 103443 !`_ " W OSHA 29 CFR 19 10.269 ' - SOUTHOLD 70 N PI�NNNING DOAAD °mss+oNP� 240° 0 120° t v •:M . v GENERAL NOTES 210° 150° z Ln N "' 180° W W I . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONY�L SOMHOLDTOWNTRUS S �;'":'.'; ''.. '''S';. S ,-ter :. . _ Q THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE �t DECLU J HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK N.Y.S. C '`' a' > AGREE THE SAME. AERIAL VIEW 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ,_ = U APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP O INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, _ AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES �/ 003. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO W m Q JURISDICTION. COMMENCING WITH WORK. J 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1 . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE (n THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5HEET NAME FABRICATED AND INSTALLED AS PERR LATEST A.I.S.0 5. ALL STRUCTURAL STEEL SHALL AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT ATEp IN SPECIFICATIONS. CONSTRUCTION. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER G. ALL ELECTRICAL WORK SHALL BOARD FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. NYS CODES CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND MMENCING WITH WORK.CO CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING O CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS DRAWING SCALE CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON I 8.THESE DRAWINGS O ERTY Of THE E OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. I V .T.5 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 1 PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 4, AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV— RESULT OF HIS WORK. TAX MAP: 1000 107000500002000 Zoho Sign Document ID:YBYYDFXF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C LEGEND -NOTE ER 1 ,)THE ROOF SETBACK/PATHWAY SHALL NOT BE DESIGN e DRAFTING BY: EXISTING SERUTILITY AN LL REQUIRED TO ROOF5 WHERE THE OPPOSITE OR ELEMENT ENERGY LLC NEW PV SUB-PANELS ADJACENT ROOF 15 ACCE55 ROOF IN REVIEW BY J.M.NABCEP CERTIFIE O5 1 1 1 2-1 29 A/C DISCONNECT ACCORDANCE WITH R324.G.I EXCEPTION OF COMBINER INVERTERS 2020 FCNYS. Q GIND ELECTRODE 2.) THE ROOF 5ETBACK/PATHWAY SHALL NOT BE O REVISIONS 16'-I O" PV MODULE REQUIRED TO DETACHED GARAGE IN DESCRIPTION DATE REV ACCORDANCE WITH R324.G EXCEPTION OF A A O ORIGINAL 95-04-2022 -RACKING RAIL 2020 FCNY5. 0 ATTACHMENT POINT ---RAFTERS 78' O -*-ROOF PITCH ANGLE pISUNRUN METER OVENT 0 OPLUMBING VENT ®SKY LIGHT Q ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES GOOD CONDITION ❑POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE 31'-I 14' MATTITUCK, NY 1 1952 LICENSE #43889-H LICENSE # 52689-ME 4'-10" PROJECT NAME W U N z w LU In C) z Q — Lu 4: U m O W m Q; - o = > <� A I SHEET NAME O o o �oF NEw 0° o A �, op SITE PLAN c� _.... W 270°0 090°E '2 240° V 120° DRAWING SCALE 210° 150° I. I II �O 703443 �li� 180° 3/64 = I -0 ARO�ssioNP� S CONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. Q\ /_ 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. I V 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000 107000500002000 Zoho Sign Document ID:YBYYDFXF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C LEGEND CONSTRUCTION SUMMARY - DETACIIED GARAGE CONSTRUCTION NOTES DESIGN 4 DRAFTING BY: o EXISTING UTILITY METER (55) QCELL Q.PEAK DUO BLK ML-G 10+ 400 WATT PV MODULES I .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE ^' ELEMENT ENERGY LLC ®MAIN SERVICE PANEL (DIMENSIONS: 74"X 4 1 .1"X 1 .3") WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 'e NEW PV SUB-PANELS REVIEW BY J.M.NABC2P CERTIFIE A/C DISCONNECT (55) ENPHA5E IQ7PLUS-72-2-US MICRO INVERTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH po os I I z-I z9 COMBINER (84)ATTACHMENT POINTS @ G4"O.C. MAX. MINIMUM NEMA 3R RATING. , INVERTERS (381 .3) LF IRONRIDGE XP,I 00 MOUNTING SYSTEM. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE G) OND ELECTRODE ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) FIELD VERIFICATION. ?7po REVISIONS PV MODULE DE5CRIPTI0N DATE REV 24po Q ORIGINAL 08-05-2022 RACKING RAIL 0 ATTACHMENT POINT DETACHED GARAGE ?,pop 11>0o ---RAFTERS 160.150. 4-ROOF PITCH ANGLE S F# ISUNRUN METER ®VENT 0PLUMBING VENT lid ®SKY LIGHT ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES GOOD CONDITION POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE #43889-H LICENSE # 52@89-ME O O O O O PROJECT NAME L.L-I U N z W W WJ ARRAY#2 > 43 MODULES J z 40'PITCH 148o AZIMUTH /n =) 0 CD - ►- I„ LU Q I - I 12 SHEET NAME OF NEIL AKKAY#3 1 MODULES ,`QQO A G� yo ROOF DETAIL 40'PITCH 238°AZIMUTH m JWV DRAWING SCALE 'NOTE Z 1 .)THE ROOF 5ET5ACK/PATHWAY SHALL NOT BE R REQUIRED TO ROOFS WHERE THE OPPOSITE OR 41-2-L NCO 344 /V'I = I I-0 ADJACENT ROOF 15 ACCE55 ROOF IN 4 A ACCORDANCE WITH R324.G.I EXCEPTION OF R�FESSIONP� 2020 FCNYS. 2.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE I„ SHEET NUMBER REQUIRED TO DETACHED GARAGE IN 5'- 1 02 ACCORDANCE WITH R324.G EXCEPTION OF PV-4 2020 FCNYS. TAX MAP: 1000107000500002000 Zoho Sign Document ID:YBYYDFXF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 ITEM DESCRIPTION ARRAY#I ARRAY#2-3 DESIGN$DRAFTING BY: RB Ridge Bearri/Board 2"X 12" D. FIR 2"X 10" D. FIR ELEMENT ENERGY LLC R Roof Rafter2"X 10" D. FIR I G" O.C. 2"X 8" D. FIR I G"O.C. REVIEW BY J.M.NABCEP CERTIFIE MODULE WEIGHT(Lbs) 48.4 48.4 48.4 (D) Decking 5/8" PLYWOOD 5/8" PLYWOOD 051 1 1 2-129 #OF MODULES 8 8 12 (J) Ceilincj Joist 2"X 10" D. FIR I G" O.C. 2"X 8" D. FIR I G"O.C. �IF NEW (P) Pitch 2'70 40Q REVISIONS TOTAL MODULE WEIGHT(Lbs) 387.2 387.2 580.8 �V Y DESCRFTION DATE REV (PL) Purlins _2"X4" D. FIR PIG" O.C. I"X 4" D. FIR I G"O.C. TOTAL LENGTH OF RAIL(Ft) 55.5 55.5 83.2 pj�P`yPR° A c'7G�, �,� C Collar Ties 2"X 8" D. FIR I G" O.C. N A ORIGINAL 08-04-2022 RAIL WEIGHT PER FOOT(Lbs) 0.68 0.G8 0.68 H Horizontal Span of(R 127" MAX. 180" MAX. TOTAL RAIL WEIGHT(Lbs) 37.7 37.7 5G.G W i W #OF 5TRANDOFF5 I G 1 6 18 WEIGHT PER 5TRANDOFF(Lbs) 2 2 2 �Q An 1p3443 !G� TOTAL STANDOFF WEIGHT(Lbs) 32 32 3G •rQ�SS,ONP`� K Re) (R) RB TOTAL ARRAY WEIGHT(Lbs) 450.9 456.9 673.4 (D) (D) POINT LOAD(Lbs) 28.G 28.G 37.4 CONTRACTOR \ 1 TOTAL ARRAY AREA(5cl Ft) 171.3 1 71.3 250.9 ARRAY DEAD LOAD(Lbs/Scl Ft) 2.7 2.7 2.G ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM (C) 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN MATTITUCK, NY 1 1952 Special Windborne FLOOD SNOW Speeds Topographic p DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL o wind debrir a line Termitec TEMPe REQUIREDh HAZARD (K) ( S$ INDEX' TEMPI () () N LICENSE # 43889-H LOAD s(mph) effectsk I m CATEGORY Weathering region zone depthb _170=7 FEMA LICENSE # 52G89-ME 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES ZONE X 599 51'F MANUAL)DESIGN CRITER1An (H) (H) Winter Summer Altitude Indoor Design Heating (J) (J) ElevationLatitude heating cooling correction factor design temperature cooling temperature PROJECT NAME temperature difference 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F Wind Wind [ARRAY#I j [ARRAY#2-31 /W)U Coaling Coincident Daily Winter Summer temperature difference velocity velocity wet bulb range humidity humidity Z N heating cooling L(� 11°F 15 MPH 7.5 MPH 1 72°F MEDIUM(M) 40% 32 GR @50%RHC) Z For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL 1 Q - LLJ 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 r/ J 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 _ 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. O U 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. Dr�(� _ 5 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 CID _ on a site-specific basis in accordance with Section R301.2.1.4. ClJ H- 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 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 MODULE MOUNTING CLAMP see Figure R301.2(1).] J f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. 5OLAR MODULE - 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 5TAINLE55 STEEL 3/5" 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 BOLT AND NUT Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: I.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and NRDGE ALUMINUM RAIL iii.Related supporting data along with any revisions thereto. SHEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM T'BRACKET h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of 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." ALUMINUM FLA5HING C, p pp 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R4D3.3(2)or from the 100-year(99 percent) ST RU CT U RA L value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method (Base 32°F)." A51"HALT 51,1INGLE ROOF 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 5/16"x G°5TAINLE55 jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 5TEEL LAG BOLT WITH 2 1/2"MIN THREAD DRAWING SCALE I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with PENETRATION SEALED "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. WITH GEOCEL 4500 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 (EQUIVALENT OR BETTER) table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a 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 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. SHEET NUMBER (`) See Figure R301.2(4)B. TAX MAP: 1000107000500002000MOUNTING DETAIL n PV-5 Zoho Sign Document ID:YBYYDFXF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C SOLAR ARRAY ON THE DETACHED GARAGE 22 kW (55)QCELL G.PEAr-DUO BLK ML-G 10+100 WATT PV MODULES DESIGN fi DRAFTING BY: (4)STRINGS OF(12)MICRO-INVERTER5 c(1)STRING OF(7)MICRO-INVERTEPS '(5)5TRING5 TOTAL ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CEP.TIFIE 'SYSTEM SPECIFICATIONS * NOTES' STRINGS#2 --- 5 _ _ _ _ _ 051 1 1 2-1 29 TOTAL SYSTEM SIZE: 2G kW r REVISIONS I - - - - - - - - - - - - - - - - - - -- - - - MODULES: (G5) QCELL Q.PEAK DUO BLK-ML G I O.A+ 400 WATT FV MODULES INVERTERS: (G5) ENPHASE IQ7FLU5-72-2-U5 MICRO-INVERTERS 1 ---- ---- -- ---- -- ---- ---- ---- ---- ---- ---- DESCRIPTION DATE REV ORIGINAL 08-04-'e02[` I (1 0) MODULES INSTALLED ON MAIN HOUSE (55) MODULES INSTALLED ON THE DETACHED BARN i STRING#G AC DISCONNECT 1 � «•Nee I .a. vn- -•n 1 BIFIA5CBRAHCN MICROI IIVERTEP, AWG 2/0 AWG 2/0 I I CIRCUIT CABLE TYPICAL BIPrIASE IO]PLUB'22 Us ' 50LAP ARRAY ON MAIN HOUSE 4 kW I 1 240 VAC.I.2I A-// - - \ IL (1 0)QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES I 9%5Po IjtMA G. UL U CFP IlEbta G.UL IGAL (I)STRINC-OF(10)MICR0.11JVERTERS I 11PICAL -^-�\-rs`E- _ '(U STRING TOTAL ON MAIM HOUSE I ° I I F- --- I --- I -- -� TO UTILITY GRID I] Elo, -LI u ` I I CONTRACTOR STRING#I = _ _ _ • • • _ = I T N , BI-DIRECTIONAL U IL1TYMETER -- ------------ _ _ I I-P,IA5E240V ELEMENT ENERGY, LLC. } t t l t N 7470 SOUND AVE EIIPHASE BRANCH I.IICP.O IIIVCP•TEP, I AC LOAD CENTER CIRCUIT CABLE TYPICAL VIPHA5E 10%PLU582,2 Us I _ MATTITUCK, NY 1195" 1 240 VPC.12,A - x I i \� \n'�.\'.•: 9%54o GCC WEIGh1ED EPP 7 ' I HEMA 6,UL LISTED 1 1 I .a_\- [x. I TYPICAL C LICENSE #43889-H I I i I LICENSE # 52G(59-ME AC D15CONNECT , , BARN SUB PANEL ' AWG#12 I« � � .�� n -..._ I I ^ N J ' vlPnosE Ac conJBINER Box G PROJECT NAME .. a , ^. - t t LU ' U z 1 �(� < ^ MAIN SERVICE PANEL 1 1 11 1 Q z (7� --------------------------------- I ILEX15TING I I N 7 I I I I I I I 1 ELE GROUNDINGn I I I I .� ELEaRODE srsrvM I I 1 , - Ii �-------------------� ' U WIRE CONDUIT SCHEDULE � O CD CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(07 a/- c I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE 51ZE TEMP DERATE DISTANCE W „^ INVERTERS COMBINER PANEL AWG#8 1 10 0.5 U5E-2/PV Wl AWG#8 1 BARE CU FREE AIR 1-1/4" 55a7 0.84 1 IO FT 2.8% n' G O OR EMT �c�OF NEW y COMBINER PANEL AC DISCONNECT AWG#10 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 45QC 0.95 25 FT 0.6% COMBINER PANEL AC DISCONNECT AWG#2 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45°C 0.95 10 FT 0.6% A\ � � A G/G O^ V J AC DISCCONNECT MAIN PANEL AWG#2 1 3 1 THWN-2 AWG Al I THWN-2 CU PVC I" 45QC 0.95 I � '0 FT 0.6% _ ��•r� * C7 9 � * W ELECTRICAL NOTES m SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Am acct Calculation CONFIGURATION 34 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC 690.8(5)(1)]: (Isc) '(#ofstrin s)'(1.5G)= 18.1 5 A OA 0 43 3-LINE DIA. 3.)WIRING,CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY 9 Modules per String 12 MAX. /Q Q�' TO, AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#8,a 8.1 5y'Temp berate= re I A SS1QN 23.I A> 18.15 A, therefore DC wire size 1s valid. Modules per Inverter I 4.)WORKING CLEARANCE5 AROUND ALL NEW AND 156STING ELECTRICAL EQUIPMENT SHALL Number of Inverters G5 COMPLY WITH NEC 1 10.26. #2 Inverter Output Wire Ampacity Calculation 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = 1 2.1 A Record low temp _109C FURNISH ALL NECE55APY OUTLETS, SUPPORTS, FITTINGS AND ACE55ORIE5 TO FULFILL AWG#10, ampacity'(Temp Derate)'(Condult FIII Derate) = 38 A Voc Temp Coefficient -0.240/o/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 38 A> 1 2.1 A. therefore AG wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampaaty Calculation Operatinq Current 10.8 A =(#of strin s)'(Im ) N .T. . THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) =83.19 A 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#2,ampaaty'(femp Derate)'(Condult F111 Derate) = 109.25 A O eratin Voltage 37.1 V =(#modules 1n serles)'(Vm ) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 109.25 A>83.19 A, therefore AC wire size Is valid. Max. System Voltage 49.G V = (#modules in series)'[(((-#.##%V/QC'.O I)'(Lo Temp##QC-25))'(Voc))+(Voc)] SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. #3 Inverter Output Wire Ampaaty Calculation Short Circuit Current 13.9 A =(#of sten 5)'(Isc)'(I.25)per Art. G90.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.G. VIA WEEK LUG Inverter Max Amperage output' ().25) =83.19 A AG SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO GBL-4DBT LAY-IN LUG. AWG#2,ampacity'(femp Derate)'(Conduit FIII Derate)= 109.25 A Max AG Output Current 83.1 9 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) 109.25 A>83.19 A. therefore AC wire size Is valid. PV-� OR Operating AC Volta e 240 V 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000 1 07000500002000 Zoho Sign Document ID:YBYYDFXF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C SERVICE METER O O O DESIGN 4 DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE PHOTOVOLTAIC �' • • • � • ( I ) ALL LABEL 5HALL BE INSTALLED IN 051112-129 ® a - - ! SOLAR BREAKER DC •• ACCORDANCE WITH THE 2017 NEC OOPERATING VOLTAGE VIDC REQUIREMENT5. REvisiolvs S2 DESCWPTION DATE REV OPERATING CJ (2) ALL LOCATIONS ARE APPROXIMATE AND ORGINALMAX SYSTEM VOLTAGE VDC ii _08_04_2022 SOLAR AC LOAD CENTER- OUTSIDE DO NOTRELOWETHIS� �. REQUIRE FIELD VERIFICATION. OVERCURREWDEVIIX (3) LABELS, WARNING(5) AND MARKING O O 10 TURN RAPID SHUTDOWN SWITCH SHALL BE IN ACCORDANCE WITH NEC TO j THE'OFF•POSMON TO SHUT DOWN 1 1 0.2 1 (B). SHON OCKHAZARD INTHE ARRAY .; ACDISCONNECT� i POWERTOTUSSERVICIEGIS ALSO SUPPLIED I (4) THE MATERIAL USED FOR MARKING - ------------ -------- p FRISCONNECTSLOCATEDASSHOM M'U5T BE WEATHER RESISTANT, IN - I DISCONNECTS LOCATED AS SROWN SOLAR AC LOAD CENTER- INSIDE O ® ij " NSR COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3). CONTRACTOR MTHE G•RAC� ® � ® 1 1 ® 1 _ ' (5) THE PV SYSTEM CIRCUIT CONDUCTORS ivP Y THISEnUil�4lEMFEDBYMULTiPLE SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. DUAL POWER SUPPLY 1 7470 SOUND AVE SOURCES.TOTAL RATING OF ALL 1 a COMPLIANCE WITH NEC 690.3 1 . OVERCURRENTDfiWCES,EXCLUDING SOURCES_UTILITY GRID 'I r MATTITUCK, NY 1 195 MAIN SUPPLYOVERCURRENi AND PV SOLAR LICENSE # 43889-H DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM a O CONDUIT - INSIDE BUILDING AMPACRYOFBUSBAR LICENSE # 52689-ME - I © O 1 THIS SERVICE METER e PROJECT NAME 1IS ALSO SERVED BY A PHOTOVOLTAIC SYSTEM ELECTRIC SHOCK HAZARD GI ! PHOTOVOLTAIC SYSTEM TERMINALS ON THE UNE AND COMBINER PANEL LOAD SIDES MAY BE ENERGIZED I DO NOT ADD LOADS ..._IN THE OPEN POSITION .� � `------------------_ , IL CONDUIT - OUTSIDE BUILDING U CV Lo ® yy o z ® - - kl • • i , • 8 -,� \ DUAL POWER SUPPLY I ® W J z ' � J y SOURCES:UTIUTY GRID AND E 1 = f PV SOLAR ELECTRIC'SYSTEM°i _--_-- —_----.,___-- MAIN SERVICE PANEL - OUTSIDE O I O E- 0 0 0 - w CO SOLARELECTWCSYSTEMCONNECTED \ Q 6 DISCONNEC7 MAIN SERVICE PANEL - INSIDE OPERATING CURRENT AMPS OPERATING POWER SOURCE OUTPUT CONNECTION DONOE �$� " SHEET NAME THIS O O OVERCURRENTDEVICE oF NES,y LABELS .? � �A G�Gs0 C AC DISCONNECT/BREAKER W DRAWING SCALE I 3 9 N�OA 703443 N .T.5. RO�ss►oNP� SHEET NUMBER PV-7 TAX MAP: 1000107000500002000 Zoho Si_L•n Document ID:YBYYDFkF_C3N9-TONVEC9MALRPLDVZCY5WS8T5CPT-C Town of Southold (� (� 2 n n17 August 5th, 2022 Building Department ® E C E �I ,°I E Town Hall Annex AUG ,1 8 272 54375 Main Road P.O. Box 1179 BUILDING DEPT. Southold, New York 11971-0959 TOWN OFSOUTHOLD Subject: Roof Mounted Solar Panels at the Silverbush Residence, 3810 Mill Ln, Mattituck, NY 11952 To Town of Southold: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NFPA-70. These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3-second gust, and Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also, the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 2.7 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. ��OF NE►�jy O Great Eastern Services, Inc. �,�P��g0 A G1, ,per PO Box 240 24 Harvey Rd n Riverhead, NY 11901 2 2 (P Office: 631.543.9555 103443 Mobile: 631.235.0189 �GFESSIONP Email: jerrygiustra@gmail.com