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HomeMy WebLinkAbout47387-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#: 47387 Date: 1/26/2022 Permission is hereby granted to: Ball Jr, Robert 2760 Little Neck Rd Cutchogue, NY 11935 To* install roof-mounted solar panels to existing single-family dwelling as applied for. At premises located at: 2760 Little Neck Rd., Catchogue SCTM # 473889 Sec/Block/Lot# 103.4-42 Pursuant to application dated 1/11/2022 and approved by the Building Inspector, To expire on 7/28/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $200.00 wilding 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 t "X � S Ll h _'dso"nnv.go Date Received APPLICATION BUMDINGPERMIT for Office Use Only PERMIT NO. Building Inspector: 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: OWNERS OF PROPERTY: Name: P��000- � - yea Project Address: �; Phone#: Email: Mailing Address: a 7C 0 �i��P �t� Ital � /i 1113 5 CONTACT PERSON: Name: Ile '= l Mailing Address: g Z-42- ` Phone#: Email: 2 Z ;Z3 g � DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: 2y Phone#: A I Email:667 f DESCRIPTION OF PROPOSED CONSTRUCTION 'NewStructure hAddition ❑Alteration EaRepair i:;Demolition Estimated Cost of Project: ther $ mill the lot be re-graded? ❑Yesio Will excess fill be removed from premises? ❑Yes 1 Zoho Sign Document ID:8WEXTNUJU8URTX4TIU75DMF6MU-NMRSLUNYYTEI9WUS PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: = Are there any covenants and restrictions with respect to i this property? ❑Yes No IF YES„ PROTIDE A COPY. Check Box After Reading. owner1contractor/design professional Is responsible forall drainage and storm water Issues as provided by khaipter 236 of the Town Code. APPUCA7ioN IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. J J ;. Application Submitted By(print name): -Ll ri r Signature of Applicant: : ) 0) STATE OF NEW YORK) COUNTY OF.1�lJl � :d 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 10 t E _ day of 2 l U _, kt =; Notary Public ;OFNEW e ' UIPROPERTY R U H ATa Were the applicant is not the owner) y C i 'on Ei f, Oaf residing at 6 t do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. I 'h Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD _Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Lo md�sou APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - Company Name: p Electrician's Name: License No.: Elec. email: g f Com' Elec. Phone No- 771 7f"3 C93 request an email copy of Certificate of Compliance Elec. Address.: 7 ;V - - z 3 = JOB SITE INFORMATION (All Information Required) Name: { Address Cross Street: Phone No.: 2!3 Bldg.Permit#: email: Tax Map District: 1000 Section: 10300 Block: �����, Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: I YES O Issued On Temp Information: (All information required) Service SizeF_11 Ph❑3 Ph Size: A # Meters Old Meter# EJ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals[]l 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Zoho Sign Document ID:ED625FHKC;YOPMM7DJY0085EC3U9PAWC:XIZK5DB8MV994 Town of Southold January 4th, 2022 Building Department Town Hall Annex _ 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Ball Residence, 2760 Little Neck Rd Cutchogue NY 11935 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, 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 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. of- AEG YO Great Eastern Services, Inc. CO ��P� Gs�'Air PO Box 240 LAI 24 Harvey Rd n ' ' , W � Riverhead, NY 11901 � �034A3 �lr= Office: 631.543.9555 AR�FESSI'3 Mobile: 631.235.0189 Email: jerrygiustra@gmail.com zoho Sign Document ID ED6255FHKCYOPMM7DJY0085EGU9PAWCXIZK5DB8MV994 COPE OP WORK r DESIGNfiDRAFTING BY �� ELEMENT ENERGY LLC TO INSTALL A 12 KW SOLAR PHOTOVOLTAIC (PV)5Y5TEM AT THE BALL RESIDENCE, CityldD uc nch°gc _` � < REVIEW BYJ M NABCEP CERTIFIE _OCATED AT 27GO LITTLE NECK RD, CUTCHOGUE, NY 1 1935 urgem cele-long_®jr _- 051 1 1 2-129 HE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID FHP OUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT �: _ ` �', REVISIONS �`5wy • ���'-, ,j� ;�' �, { e, DE5CRIPTI0N DATE REV Sanas Chnstmas /' _�,'V pi's - %• 4j i 3Y5TEM RATING T:eeFarnLlt ,,, 9 \ S} _ �;�n3, ORIGINAL DI_04_zO2p tt 'j r�a/J ` f 2 kW DC STC c,n,�iv,n �!' ckl wu^oyue QUIPMENT SUMMARY - `j,y7Ng;hIF°eiC°ufriryClu(: s,i�f�_' - •l ,• +``� �' '" % J' - � d 30 QCELL Q PEAK DUO BILK ML-G 10+ 400 WATT PV MODULES 30 ENPHA5E IQ7PLUS-72-2-U5 MICRO INVERTERS I, { `` ' i IRONRIDGE XR 100 MOUNTING SYSTEM a:mP:esrsve fl ` ,,f _ 4t CONTRACTOR SHEET INDEX ELEMENT ENERGY, LLC. 'V-1 COVER7470 SOUND AVE 'V-2 SITE PLAN PROJECT LOCATION MATTITUCK, NY 11952 'V-3 ROOF PV LAYOUT LICENSE # 43889-H 'V-4 5TRUCSTUNT URAUELECTRICAL DETAILS SECTIONS ��0 NEW LICENSE # 52G89-ME 'V-5 3-LINE ELECTRICAL DIAGRAM 'V-6 LABELS ��' O A GOVERN I NG CODES Gs� °° r tryLL ?01 7 NATIONAL ELECTRICAL CODE. n I w PROJECT NAME ?020 RESIDENTIAL CODE OF NEW YORK STATE fn t \SCE 7-16 AND NEPA-70 N �—gx —;r �� W 270°0 090° E JNDERWRITER5 LABORATORIES (UL)STANDARDSLn )SHA 29 CFR 19 10.209 �OA�O�034 ONP�= 240° V 120° Q m 3ENERAL NOTE5 mss` 210°180150° � � S z CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT LLJ U HE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE •• Q U-i z IM5ELF WITH THE INTENT OF THESE PIANS AND MAKE WORK .GREE THE SAME. AERIAL VIEW n Z �j CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED � J PPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COM M ENT5 AND APPROVAL 5TAM P D 6PECTION APPROVALS, ETC., FOR WORK PERFORMED FROM J GENCIE5 HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, Q J Q . ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES LL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO CD 0 URISDICTION. COMMENCING WITH WORK. . IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I ' EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR (V U /H ICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE HE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS NAND REQUIREMENTS OF THE OCCUPATIONAL SAFETY ANDGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT 5P NSI WITH THE WORK, HE SHALL ASSUME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, . ALL STRUCTURAL AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SHEET NAME . ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT pp ABRICATED AND INSTALLED A5 PER LATEST A.I.S.0 CONSTRUCTION. COVER . ALLELECTRICAL (CATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN DO NOT SCALE . ALL ELECTRICAL WORK SHALL IN BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING S CODNDERWITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS EACH CONTRACTOR SHALL VERIFY EXISTING r YS CODES � REGULATIONS ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND L� - ONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. I!" DRawING scALE ERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS �DA�I 1 1 2D22 LJ THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE IT IN A LEGAL MANNER ON — ^ I •T• 5 • HALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 1 WEEKLY COM LE SOONER IF CONDITIONS WARRANT. I V 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED `FPT ROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE TC'.. -' ::,'jTHOLD HEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE . CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL XTEN510NS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 5HEET NUMBER XISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV- ESULT OF HIS WORK. TAX MAP: 1000 103000400042000 Zoho Sign Document ID ED625FHKCYOPMM7DJY0085EGU9PAWCXIZK5DB8MV994 LEGEND 7-2211 DE51GH 4:DRAFTING BY EKISTING UTILITY METER o A' ELEMENT ENERGY LLC MAIN SERVICE PANEL 'V REVIEW BY J M NABCEP CERTIFIE aNEW PV SUB-PANELS 00 051112-129 A/C DISCONNECT COMBINER /% i •/ ! ' INVERTERS REVISIONS EE) GND ELECTRODE �%/ j"/' '/,i� `'' ,.j//, �/ 7 . ,' W 2/0° DE5CRIPTION DATE RPV PV MODULE C RACKING RAIL v L90°C ORIGINAL 01-04-2022 120° C 0 ATTACHMENT Parlr -� j „ / i 210° 1500 ---RAFTERS i %/ /; ;/; ,; /; /, / �' / � 180° 4-ROOF PITCH ANGLE SUNRUN METER VENT PLUMBING VENT ACCESS SKY LIGHT CHIMNEY CONTRACTOR COMPOSITE SHINGLESi';'�� GOOD CONDITION POTENTIALj SHADING ISSUES �TRIM/REMOVE AS NECESSARY //';; i j �/, ' / ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE # 43889-11 '',',, j/� '� % // � ��-/ ;i�%/ /-.;��' •/.�/ '/j LICENSE # 52689-ME ACCE55 ROOF//'�, /I,/�(11 PROJECT NAME j7-11-1, ,,, , ' ; 8 i/ .% '" % :�/ W0 Cz 1 9'-8211 z 10, 14'1 w U }- _0 11-1 z �pF NEb Y (s) z W O LULij 0 1 (5'-7-L' 11 J �O 103443 ssl SHEET NAME 27-0 2',3' j% SITE PLAN ACCE55 POOP-­ NOTE OOP-­NOTE A.Minnomomi-mm--mmm ..mod.)THE ROOF SETBACK/PATHWAY SHALL NOT BE :SQUIRED TO ROOFS WHEN OPPOSING OR ; / / /' ' DRAWING 5CALE \DJACENT ROOF IS ACCESS ROOF IN \CCORDANCE WITH R324.G I EXCEPTION OF ;-I '' / �8" _ 1 -0 )020 '--020 NY5 RESIDENTIAL CODE CONSTRUCTION NOTES ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE / //,% : - �,' ''% i,;�/' , %; 5HEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6„x 36°GROUND ACCE55 TYP PV-2 ?.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3 )ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 5'- 14 TAX MAP: 1000 1 03000400042000 Koho Sion Document ID-ED625FHKCYOPMM7DJY0085EGU9PAWCXIZK5DB8MV994 LEGEND DE51GN 6 DRAFTING BY EXISTING UTILITY METER ^' ELEMENT ENERGY LLC MAIM SERVICE PANEL ,v NEW PV SUB-PANELS / /; ! // /; REVIEW BYJ M NABCEP CERTIFIE _ ' 00 051 1 12-129 A/CCBDISCINERONNECT 1 " INVERTERS 4-62 i / 8 GND ELECTRODE / REVISIONS PV MODULE �'— I IFFfl / �! i/ �! ' ,// V�/27Q �O DESCRIPTION DATE REV ME i °E —RACKING RAIL 2 / '/ '��,/i 2400 ORGINAL 01-04-2021 --- -- - - - - - "/� /. %ice o ATTACHMENT POINT - / / / !�%' 1200 ---RAFTERS j /' ,% '.// 'i i /. 210° 150° 180° -4—ROOF PITCH ANGLE ARRAY#3 SUNRUN METER I I MODULES 230 PITCH d -1 �j VENT 2580 AZIMUTH / i! /' / O ," , ACCE55 ROOF' PLUMBING VENT -- //' ;% /' ; !' ' / ,/'l� " 1 /' !' SKY LIGHT j�CHIMNEY - / CONTRACTOR COMPOSITE SHINGLES GOOD CONDITION ]POTENTIAL SHADING ISSUES TRIMREMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE Ffl �,'=/ MATTITUCK, NY 1 1952 ', / �' /!/' /' r%i ,/;' '/ , LICENSE # 43889-h LICENSE # 52689-ME ACCESS ROOF,, PROJECT NAME 21 Ln � m 5'-0211 — W v 0> - ' - -- - Ute _ I I Q W Z 21-311 LLJ LU W ARRAY#2 Cc) O U 4 MODULES %!'" % %' / /,/ ' NEW 21°PITCH F I G80 AZIMUTH �O NOTE FIA I THE ROOF 5ETBACWATHWAY SHALL NOT BER11,444-4, .SQUIRED TO ROOFS WHEN OPPOSING OR _ _ __ _ _ _ � • -; r -/ ,/ _ W ! / n ADJACENT ROOF IS ACCESS ROOF INT_ ;,- , " SHEET NAME \CCORDANCE WITH 8324 G. I EXCEPTION OF / ;'/ ?020 NYS RESIDENTIAL CODE =FTFF EH CONSTRU34 CTION SUMMARY / ,'ACCE55 ROOF' j" :, �O �0t43 :; ROOF DETAI 30) QCELL Q PEAK DUO BLK ML G 10+ 400 WATT PV MODULES / ,'` ,/ / FESS10 (DIMENSIONS: 74"X 41 1"X 1 .3") 30) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS 48) ATTACHMENT POINTS @ G4" O.C. MAX. _ __ _ // !y' 208) LF IRONRIDGE XRI 00 MOUNTING SYSTEM. ;/Z',' /.' ,"/% DRAWING SCALE l -31 311 ;/,, ' „ X, 'OOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) 1 /811 = I I_Ou CONSTRUCTION NOTES J ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE MTH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2'-211 3G"x 3G"GROUND ACCE55 TYP ?.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ARRAY#I 5HEET NUMBER �/11NIMUM NEMA 3R RATING 15 MODUILES �` ,_� 3 ) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 258°AZIMUTH v -1ELD VERIFICATION. TAX MAP: 1000 1 03000400042000 ?oho Sign Document ID ED625FHKCYOPMM7DJY0085EGU9PAWCXIZK5DB8MV994 _OAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 ITEM DESCRIPTION ARRAY#I * 2 ARRAY#3 DE51GN 4 DRAFTING BY RB Rid e- Beam/Board 2"X 8" D FIR 2"X 1 2" D FIR ELEMENT ENERGY LLC MODULE WEIGHT(Lbs) 455 485 485 R Roof Rafter 2"X G" D. FIR 24" O.C. 2"X 10" D FIR I G" O.C. REVIEW 13Y M NA13CEP CERTIFIED #OF MODULES 15 4 1 1 (D) Deckm 5/8" PLYWOOD 5/8" PLYWOOD 051 1 12-129 (P) Pitch 2 1' * 240 23' TOTAL MODULE WEIGHT(Lbs) 7275 1940 533 5 (C) Collar Tie 2"X 4" D. FIR 24" O.0 2"X G" D. FIR 32" O.C. REVISIONS TOTAL LENGTH OF RAIL(Ft) 104 277 76 3 of NEty (J) Ceilincl Joist 2"X G" D. FIR I G" O.C. 2"X 8" D. FIR 1 G" O.C. DE5CMFTION DATE RFV 0 (H) Horizontal Span of(R) 97" MAX. 117.4" MAX. ORIGINAL 01-04-2022 ,AIL WEIGHT PER FOOT(Lbs) O GS O G8 0 GS ��P O A G7G� TOTAL RAIL WEIGHT(Lbs) 707 188 51 9 .r, (RB) #OF STRANDOFFS 24 G 18 � � ��� R WEIGHT PER STRAIN DOFF(Lbs) 2 2 2 Z (D) TOTAL STANDOFF WEIGHT(Lbs) 48 12 3G N�Q4 nn 1 3 TOTAL ARRAY WEIGHT(Lbs) 84G 2 2245 G21 4 A•`��SSk�NP\' 'OINT LOAD(Lbs) 353 375 345 / CONTRACTOR TOTAL ARRAY AREA(5cl Ft) 321 2 85 G 2355 ARRAY DEAD LOAD(Lb5/5c1 Ft) 2 G 2 G 2 G ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN (P SNOW a Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL (C) MATTITUCK, NY 1 1952 LOAD° Speed Top ectskic wind debris t Weatherin line Termitec e h HAZARDSS I (mph) effects CATEGORY � TEMPO REquiREo INDEx TEMPI LICENSE # 43889-h region' zone"' depthh LICENSE # 52G89-ME 20 130 NO NO NO B SEVERE 3 FT HEAW 15'F YES FEW 589 51'F MANUALJ DESIGN CRITERIA Indoor Heating Winter Summer Altitude Design Elevation Latitude heating cooling correction factor design temperature temperature cooling difference temperature PROJECT NAME 108 FT 41'N 15'F 86'F 1.00 70'F 75'F 55'F (H Wind Wind (J) C Cooling - Coincident Daily Winter Summer temperature difference velocity velocity wet bulb range humidity humidity Q m heating cooling � 11'F 15 MPH 7.5 MPH 72'F MEDIUM(M) 40% 32 GR @50%RH W CLI U :or SI 1 pound per square foot=0 0479 kPa,1 mile per hour=0 447 m/s ROOF FRAMING DETAIL 1 W U 1. 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 C�j Z z itrength required for weathering shall govern The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as letermined 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 W^/ W W Y 1. 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 1_ _ shall fill in the frost line depth column with the minimum depth of footing below finish grade MODULE MOUNTING CLAMP (� :. 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 1. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure 8301 2(5)A] Wind exposure category shall be determined SOLAR MODULE __J J O on a site-specific basis in accordance with Section R301 2 1 4 The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York STAINLESS STEEL 3/8" CQ O lJ State Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather expenence as determined by the building official [Also BOLT AND NUT see Figure R301 2(1)] The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301 2 2 1 i. 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 N U York(NYCRR)shall adopt a flood hazard map and supporting data The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the NRIDGE ALUMINUM RAIL Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with i The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM"L"BRACKET rr Flood Boundary and Floodway Map(FBFM),and iii Related supporting data along with any revisions thereto ALUMINUM FLASHING 5HEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section r. 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 junsdiction shall fill in this part of the table with"NO" ST f�U CT U D A L The jurisdiction shall fill in this part of the table with the 100-year return penod air freezing index(BF-jays)from Figure R403 3(2)or from the 100-year(99 percent) value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32'F)" ASPHALT SHINGLE ROOF The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method 5/1 G"x G"STAINLE55 (Base 32'F)" STEEL LAG BOLT WITH In accordance with Section R301 2 1 5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 2 1/2"MIN THREAD jurisdiction shall fill in this part of the table with"YES"Otherwise,the jurisdiction shall indicate"NO"in this part of the table PENETRATION SEALED DRAWING SCALE 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 WITH GEOCEL 4500 "YES"and identify any specific requirements Otherwise,the jurisdiction shall indicate"NO"in this part of the table (EQUIVALENT OR BETTER) AS NOTED n. In accordance with Section R301 2 1 2 the jurisdiction shall indicate the wind-borne debris wind zone(s) Otherwise,the jurisdiction shall indicate"NO"in this part of the table i. 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 junsdiction I. 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 5HEET NUMBER ') See Figure R301 2(4)B � PV-4 TAX MAP: 1000 1 03000400042000 MOUNTING DETAIL ?oho Sign Document ID ED625FHKCYOPMM7DJY0085EGU9PAWCXIZK5DB8MV994 SOLAR ARRAY ON MAIN HOU5E 12 kW (30)QCELL Q PEAK DUO BLK ML-G 10+400 WATT PV MODULES DESIGN t DRAFTING BY (1)STRING OF(1 1)MICRO-INVERTERS (1)STRING OF(10)MICRO-INVERTERS&(1)STRING OF(9)MICRO-INVERTERS ELEMENT ENERGY LLG 1 '(3)STRINGS TOTAL REVIEW BY M NABCEP CERTIFIE 051 1 1 2-1 29 NEW STRING#I _ I MICRO-INVERTER 1077FUU5-72 z-usr— ------------ — 2VAC 1 21 A CO =1 � REVISION5 Ax Ac OUTPUT POWER 290VA �� DESCRIPTION DATE REV -- -------------- NFE %CEC-WEIGFITED EFF ---- _--- ---- ---- ---- ---- _--- MA6 UL USTED ' _--- _--- rCAL ��� YG ORIGINAL 01-04-2022 m w STRING #2 --------------- 103443 - - - - - - - - - - - - - - - - A,4oFESS10NP\, I -- ------------ TO UTIUTY GRID STRING #3 1 N I f— — i ———————— — — — _ — — — — _ — _ — _ — BI-DIRECTIONAL CONTRACTOR I I O UTILITY METER ( I I --------- I-PHASE 240V I I *— — -Ellu IN POurt or mreaeonneenal ENPHABEBRPNCN PERIIEC2402I(B)(I)tG90G4(A) ELEMENT ENERGY LLC. CIRCUIT CABLE TYPICAL iBIGTtt OP TAP C0N0UCfOR5 5r1ALLII0TEXCFFD I0ff 7470 SOUND AVE MATTITUCK, NY 1 195 M ( I I LICENSE # 43889-N ", a 015COI­ a05COI,I, LICENSE # 52689-ME 1 I � I I I I � ( I 1 PROJECT NAME r) L) �rl LI 1 TI A I hA I -A Q L J I I 1 m I MAIN SERVICE PANEL OW lJ, AC D15CONNECT I PH a w — 240v C v AC COMBINER BOX 5000 2311P.B 200A i stb vn_ A 240 VAC GOA N Z —A:C: L-r IIEMA 3R UL U5TED N 1 'I eC A-/. e4'At6 (yam (2)50 A FU5E5 G I i v I/1 5oA I i EX15TING GROUNDING IJ L 7ELECTRODE 5YSTEM L I 1 I W W (W� IIM N ----------------------------- i V '-------------------------------------------- ------------------ ---- a ----------------------! J J O WIRE$CONDUIT SCHEDULE < U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% CD O 0 ID # ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE I� �I\ 310 15(5)(3) 310 15(BX2.y(3c) L ` V INVERTERS COMBINER PANEL AWG#10 1 G 08 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR 1" 552C 084 1 )O FT 24% ^I ! \ v OR EMT 2 COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45QC 055 50 FT 1 1% AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I° 45QC 095 10 FT 0 1% LECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NKTL,AND LABELED FOR ITS APPLICATION #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 3—LINE DIA. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT [NEC G90.8(B)(1)] (I5c)'(#ofstrin s)'(1 5G) = I G.G4 A 3 )WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g Modules per String I I MAX TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#10,ampacity'Temp Derate = 2G.88 A Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 2G 88 A> I G.G4 A,therefore DC wire size is valid. COMPLY WITH NEC 1 10 2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 30 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Inverter Max Amperage output' (1.25) =45.38 A Record low tem -I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACES50RIE5 TO FULFILL AWG#8, ampacity'(femp Derate-)'(Conduit FIII Derate) = 52 25A Voc Temp Coefficient -0.24%/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS 52 25 A>45.38 A, therefore AC wire size is valid DC SYSTEM SPECIFICATIONS CALCULATIONS 3.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation Operating Current 10.8 A =(#of 5trin N .T.5. THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 45 38 A 7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE O eratin Volta e 37 13 V =(#modules In serie5)'(Vm ) 3)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG A >45.t5 A, therefore refor eA Cwire size FIII valid ) = 71 25 A Q ))'(Voc))+(Voc)] 7 125 A >45.38 A, therefore AC were size is valid Max.System Voltage 49 G V = (#modules In series)'[(((-###%V/QC' O I)'(Lo Temp## C-25 SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 13 9 A =(#Of 5trin s)'(I5c)'(I 25)per Art. G90 8(A)(1) 3)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E C VIA WEEB LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR ILSCO GBL-4DBT LAY-IN LUG. O.)THE POLARITY OF THE GROUNDED CONDUCTORS IS (positive/negMax AC Output Current 45 38 A DR ative) Oreratinci AC Voltage 240 V FV-5 O)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90 35. TAX MAP: 1 000 103000400042000 ?oho Sign Document ID ED625FHKCYOPMM7DJY0085EGU9PAWCXIZK5DB8MV994 SERVICE METERO O DF51GN$DRAFTING BY I N5TALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM ( PHOTOVOLTAIC ' • • • ( I ) ALL LABEL SHALL BE IN5TALLE051112-129 D IN REVIEWBYJM N2-129 ® CERTIFIE I � � EQUIPPED WITH SOLAR BREAKER �, DC •• ACCORDANCE WITH THE 2017 NEC ® OPERATING REVISIONSRAPID SHUTDOWN . DE5CWTION DAT E RV OPERATING •• (2) ALL LOCATIONS ARE APPROXIMATE AND ORGINAL 01-04-2022 SOLAR AC LOAD CENTER - OUTSIDE WeS DONOT RELOCATE THIS SHORT CIRCUIT CURRENT A REQUIRE FIELD VERIFICATION. OVERCURRENT DEVICE �, (3) LABELS, WARNING(5) AND MARKING OTURN RAPID SHUTDOWN SWITCH TO SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUT DOWN 1 1 0.2 103). I Pv SYSTEM AND REDUCE - SHOCK HAZARD IN THE ARRAY J1AC DISCONNECT ,�,>=CAUTION (4) THE MATERIAL USED FOR MARKING °u' acmLCAnME Fouwm SSH0M" MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE O �'^°¢' � COMPLIANCE WITH NEC 1 10.2 1 (B)(3)."DREAKERCONTRACTOR -�-- - - (5) THE PV 5Y5TEM CIRCUIT CONDUCTORS ® O7 ® 1 1 �1RIhIiINryG �fNCNG wY I ELEMENT ENERGY, LLC. '� "" SHALL BE LABELED INSTALLED IN THIS EQUIPMENT FED BY MULTIPLE DUAL POWER SUPPLY 7470 SOUND AVE SOURCES TOTAL RATING OF ALL COMPLIANCE WITH NEC 690.3 1 . OVERCURRENTDEMCES,EXCLUDING SOURCES:UTILITY GRID MATTITUCK, NY 11952 MAN SUPPLY OVERCURRENT AND PV SOLAR LICENSE # 43889-1-1 DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM LICENSE # 52689-ME CONDUIT - INSIDE BCIfl' BUILDING AMPAOFBUSBAR "I'41NAR'N"INGt LWAR,NING', THIS SERVICE METER =' IS ALSO SERVED BY A PROJECT NAME ELECTRIC SHOCK HAZARD I i PHOTOVOLTAIC SYSTEM I PHOTOVOLTAIC SYSTEM TERMINALS ON THE UNEAND 1 COMBINER PANEL J LOAD SIDES MAY BE ENERGIZED I DO NOT ADD LOADS _ Q Lo CONDUIT - OUTSIDE BUILDING -IN THE OPEN POSITION . t --------------- ® A -X _- - - - - U O m &Y'RN'I4f '• � w U }- DUAL POWER SUPPLY n ® z Z ISOURCES:UTILITY GRID AND LLJ PV SOLAR ELECTRIC SYSTEM ° _ _ _ W J MAIN SERVICE PANEL - OUTSIDE O A CAUTION SOLAR CIRCUIT UI O AcauT�ons _ _� m O U SOLAR ELECTRIC SYSTEM CONNECTED © • N U ------- - --------- ----------- MAIN SERVICE PANEL - INSIDE •• �f;pxllUARNIN'G�.�� •. •. POWER SOURCE i ® O } OUTPUT CONNECTION � SHEET NAME DO NOT RELOCATE THIS I OVERCURRENT DEVICE -- - ,�EOF NEWY 0 A G,GsO�'� LAKE L5 � AC DISCONNECT/BREAKER m DRAWING 5CALE O O O O G �4A 103443 N .T.5. Ro ssk SHEET NUMBER PV-6 TAX MAP: 1000 1 03000400042000