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HomeMy WebLinkAbout47573-Z k�t 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 #: 47573 Date: 3/21/2022 Permission is hereby granted to: Vilardi ..F.ra.n.k.......... ........ ............... _..._._.__ a. ............................................... ...................... _.........._.. 2145 Havwaters Rd Cutchogue, NY 11935 To: Install roof mount solar on existing sinlge family dwelling as applied for. Disconnects must be located on the exterior, labeled and readily accessible as per code. At premises located at: 2145 Haywaters Rd., Cutcho ue SCTM....#....47,3$$9 y.......................__....._ww_______ .............. Sec/Block/Lot# 111.-7-3 Pursuant to application dated 2/17/2022 and approved by the Building Inspector. To expire on 9/20/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-RESIDENTIAL $50.00 Total: $200.00 . ..............A------------......................................................................................... Building Inspector a waw TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 g frp Telephone (631) 765-1802 Fax (631) 765-9502 htt w Eldv m rN sout io Idt.owl,ii ,j,,L)y Date Received APPLICATI0111Y FOR BUILDING KIM I For Office Use Only I NO PERMIT NO. Building Inspector.............. ..._ ��} w�._ ............... Applications and forms must be filled out in their entirety.Incomplete BUILINL` G DEPT. applications will not be accepted. Where the Applicant is not the owner,an °'FOWN OF SOU"I"HOLD Owner's Authorization form(Page 2)shall be completed. Date: � '.. OWNER(S)OF PROPERTY: Name. 111 �� v'/� .moi SCTM # 1000- / �� �v�L,�0',: _ 0 ,. Project Address: Anl ell' Phone#: C, 3 SOV Email: Mailing Address: „ � CONTACT PERSON: Name: . l�eC�,dGfii Mailing Address°, Al'�"' � �--- Phone#: / 7/e/ .� G:-3 Email: / .. �a DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Z_ 6-C Mailing Address: Phone#: Email: 7/,� 1�llCs .�, . F DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ther riL $ " e��..~~___ Will the lot be re-graded? ❑Yes Ji I No Will excess fill be removed from premises? ❑Yes f 1 Zoho Sign Document ID:987VWBXVVEUU--XI FUBPMA6AAZNLT87VB0NLW3FJJ6l PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covena is and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. s as provided by iapctw�' er e i eow r/c r/ gnp L aIle ibleforalld [ a rI 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buNdings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all appNeable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In buildings)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220AS of the New York State Penal law. Application Submitted By(print nam ): ' '/e Authorized Agent El Owner Signature of Applicant: Date: -02-fi6l,2- Z STATE OF NEW YORK) q SS CO U NTY O F ` ) 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 Ply.........._d a of JL.DEBRA A Notary Public N&01 °( OWNER � °� My ComRsdssiam Expite.s `- i �W re the applicant is not the owner) p. residing a do hereby authorize ll� a' to apply on my behalf to the Town of Southold Building Department for approval as described herein. v�,t,,, Feb 16 2022 _................. .......... ......e .......... m ��_. .p Owner's Signature Date ..................................... " �.................... .M. w_..__..� Print Owner's Name 2 ZI ILDING DEPARTMENT- Electrical Inspector N1 , TOWN OF SOUTHOLD a tTo all Annex - 54375 Main Road - PO Box 1179 aTelephone (6311) 765-1802 k FAX (6310 765-9502 4V r g rr southoldto n . w a nq@,so uL lt wn APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: " License No.: ���" � Elec. email', 20.1 L, r s Elec. Phone No: iLil 7.2 " I request an email copy of Certificate of Compliance Elec. Address.. ,u� � JOB SITE INFORMATION (AII Information Required) Name: ,.. Address: "l t' Cross Street: Phone No.: Bldg.Permit#: " � � email: Tax Map District: 1000 Section: //0 Block: � Lot: % � BRIEF DESCRIPTION OF WOR%, 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?: � YES P NO Issued On Temp Information: (AII information required) Service Size 1 Ph F]3 Ph Size: _..._—A # Meters w Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground verhead #Underground Laterals 1 n2 R H Frame Pole Work done on Service? F Y ON Additional Information: PAYMENT DUE WITH APPLICATION /000 - ///. -7 3 /J s Zoho#Sign Document ID:GOXGHDQ6NDXOAR01DBU0HDHIH603FHBNNU8TRVH9BSQ Town of Southold ebruary 2nd, 2022 Building Departmenty Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Vilardi Residence, 2145 Haywaters 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 3.0 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, OF N E[N Gennaro Anthony Giustra. P.E. �Q o A Great Eastern Services, Inc. g �aPg PO Box 240 24 Harvey Rd W Riverhead, NY 11901 2 Z �O 103443 Office: 631.543.9555 ARDFESSIONP� Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zobo Sign Dbcument ID:GOXGHDQ6NDXOAR01 DBUGHDHIH603FHBNNU8TRVH9BSQ SCOPE Of WORK DESIGN b DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A I G KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE VILARDI RESIDENCE, °." REVIEW BY J.M.NABCEPCERTINE LOCATED AT 151 PHILLIP5 AVE, RIVERHEAD, NY 1 1901. -129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID Lenz Winery THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. �OF NEW� � e �* REVISIONS O A G� 0 Puggese Vmeyards 10- DE5CRIn0N DATE REV G d9 ORIGINAL 02-02-2022 SYSTEM RATING �� s� cttynntC re-Lue �(/ .* � �"rgenL.Care-Long I G kW DC STC m .. ZN �V cute gue �0344 PeUogrinlViney EQUIPMENT SUMMARY F�A� P�i rsaA orkrC'oountry QCr-SS10N ® - -CC ade V 11.1 g 40 QCELL Q.PEAK DUO BLK ML-G 10+400 WATT PV MODULES 40 ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM , 5 H E ET INDEX ELEMENT ENERGY, LLC. Pv-I COVER 7470 SOUND AVE PV-2 SITE PLAN PROJECT LOCATION MATTITUCK, NY 1195 PV-3 ROOF PV LAYOUT LICENSE #43889-H PV-4 STRUCTURAL/DETAILS 4�SECTIONS N LICENSE # 52689-ME PV-G LABELS PV-5 3-LINE ELECTRICAL DIAGRAM Do GOVERNING CODES 2017 NATIONAL ELECTRICAL CODE. W 270°—=::::] 490'E E'^ PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK STATE. A5CE 7-1 G AND NFPA-70. 240o V 120° UNDERWRITERS LABORATORIES(UL)STANDARDS 210' 150' In OSHA 29 CFR 1910.2G9 180, Q m GENERAL NOTES S U 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT Lu � THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZELu HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK cn z AGREE THE SAME. AERIAL VIEW Lu Q �j 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Lu APPROVALS, PERMITS, T RS OF OCCUPANCY, INSPECTION APPROVALS,, E ETC..,, FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COM M ENT5 AND APPROVAL 5TAM P o Q CD AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, _ 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES Q = ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO JURISDICTION. COMMENCING WITH WORK. > d' I-- 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR — D WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE.JOB SITE DURING THE CV U 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 SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE LATE AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT pp FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL IN BOARD AN FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. CODES REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN J COMMENCING WITH WORK. � (�' CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING l DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. FEB 17 2022 D N .T.5. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED 0 THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE BUILDING DEPT. EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOWN OF SOUTHOLD SHEET NUMBER TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL p FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS I V— I RESULT OF HIS WORK. TAX MAP: 1 0001 1 1000700003000 Zoho Sign Document ID:GOXGHDQ6NDXOAR01 DBU0HDHIH603FH13NNU8TRVH913SQ 'NOTE 30 x 3G"GROUND ACCESS TYP. THE ROOF 5ETBACK/PATHWAY SHALL NOT BE ME// 6 ME DESIGN 4 DRAFTING BY: I I-5IIELEMENT ENERGY LLG j® -IREQUIRED WIZEN THE OPPOSING OR ADJACENT REVIEW BY J.M.NABCEPCERTIFIE 05 1 1 1 2-1 29 ROOF SLOPE IS AN ACCESS ROOF IN ACCORDANCE WITH R324.G.I EXCEPTION OF j /// //// REVISIONS 2020 NYS RESIDENTIAL CODE jCCE55 ROOF j DESCRIPTION DATE REV ORIGINAL 02-02-2022 00 ACCESS R�F / �q P PGT� 1 5'—g5" G� 18°FIRE SETBACK 1 (a-RIDGE j////,18°FlRE SETBACK @RIDGE CONTRACTOR 4-6" ELEMENT ENERGY, LLC. 7470 SOUND AVE 1 5-82" MATTITUCK, NY 1 1952 LICENSE #43859-M LICENSE # 52G89-ME 17 / PROJECT NAME 12'-331 j I G'-511 w. m f- NEI y / w O m LLJ r ,.�.. LLJ n ` itti �, 311 1 4'- 1 Ili 91-9 111 W Q �" z ► I - ► 04 VOA 103443 �(r� / Ro NPR" % % 1 FESS10 /- j 14-1 1 = / L (j LEGEND ACCESS ROOFEAS ACCEBS ROOF N U MAJN SE UTILIVICE P METER / MaN SERVICE PANEL NEW PDISCONNECT� '-43'1 COMBINER INVERTERS j / / SHEET NAME GND ELECTRODE PV MODULE /ACCESS ROOF N S 1 T E P LA N RACIONG RAIL Oo ATTACHMENT POINT RAFTERS ACCESS ROOF W ROOF PITCH ANGLE j j 27p Q r-_90° DRAWING SCALE SUNRUN METER /j 2400 11 — 1 11 VENT 210 D 120° /8 — -� PLUMBING VENT CONSTRUCTION NOTES 1800150 SKY LIGHT j 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ACCESS j OF S SHEET NUMBER CHIMNEY MANUFACTURER'S INSTALLATION INSTRUCTIONS. COMPOSITE SHINGLES 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3K RATING. j / / PV_2 GOOD CONDITION 3 ISSUES .) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. POTENTIAL TRIM/REMOVE ASI"HE Y TAX MAP: 1 0001 1 1000700003000 Zpho Sign Document ID:GOXGHDQ6NDXOAROlDBUGHDHIH603FHBNNU8TRVH9BSQ LEGEND 3(;"x 36"GROUND ACCESS TYP. ARRAY#6 DESIGN 4 DRAFTING BY: EMSTING UTILITY METER % ELEMENT ENERGY LLC MAIN SERVICE PANEL 2 MODULES NEW PV SUB—PANELS j 1 it 76°AZIMUTH j 0° REVIEW BY J.M.SI N2BC29 CERTIFIE DISCONNECT j / COMBINER COMA/C I INVERTERS / GND ELECTRODE REVISIONS / I •r In,2/7 0°Q DESCRJPfION DATE REV _PV MODULE / ^II �90° ORIGINAL 02-02-2022 RACKING RAIL `t 240° ° — ARRAY#7 210° D 20 ATTACHMENT POINT ACCESS ROOF P I I 1501 RAFTERS / 5 MODULES 180° 20�PITCH ROOF PITCH ANGLE PGA I I I I I I I I 34GoAZIMUTH �+ SUNRUN METER VENT ARRAY#5 I I — — ,�6 2 MODULES 3" PLUMBING VENT 29°PITCH IGG°AZIMUTH RIDGE'. SKY LIGHT � — — CHIMNEY RID E I CONTRACTOR GOOD CONDITIONCOMPOSITE POTENTIAL SHADING IssuEs I I I I 4" ELEMENT ENERGY, LLC. TRIM/REMOVE AS NECESSARY — — — — I 7470 SOUND AVE MATTITUCK, NY 1 1952 ARRAY#3 — — — �;� I I I I ARRAY#G LICENSE #43889-H 8 MODULES _ _ _ 'o�° I G MODULES LICENSE # 52G89-ME 29°PITCH I I I I I I I 20°PITCH 25G°AZIMUTH I rG°AZIMUTH ARRAY#4 PROJECT NAME of NE[I/ — — / _ _ G MODULES E) — 20°PITCH L`1 O A G� Y�,A I '- 14 -1 I -24 7G°AZ UTH W Q m - - - - - -- - - - - - - - Y YG. ARRAY#1 II _ — ARRAY#2 �W LU 7 MODULES /II 4 MODULES m 29°PITCH b— 7G°AZIMUTH 256°AZIMUTHLU L.L LLJ 1034h3 — — — — — — ARO ssioNP� _ — — — — — o 0 —— —— — — — — ji � = O 'NOTE ACCESS ROOF — — — ACCESS ROOF THE ROOF SETBACK/PATHWAY SHALL NOT BE REQUIRED WHEN THE OPPOSING OR ADJACENT — — ROOF SLOPE IS AN ACCESS ROOF IN — — — ACCORDANCE WITH R324.G.I EXCEPTION OF SHEET NAME 2020 NY5 RESIDENTIAL CODE CONSTRUCTION SUMMARY ROOF DETAIL ACCESS ROOF (40)QCELL Q.PEAK DUO BLK ML-G 10+ 400 WATT PV MODULES (DIMENSIONS: 74"X 4 1 .1"X I .3") (40) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS (90)ATTACHMENT POINTS @ G4"O.C. MAX. ACCESS ROOF (314.3) LF IRONRIDGE XR100 MOUNTING SYSTEM. DRAWING SCALE ROOF TYPE = ASPHALT SHINGLE(SINGLE LAYER) I /QII = I I-OII CONSTRUCTION NOTES � j 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE j WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH Access ( SHEET NUMBER MINIMUM NEMA RATING. PV-3 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 10001 1 1000700003000 Zobo Sign Document ID:GOXGHDQ6NDXOAR01 DBUGHDHIH603FHBNNU8TRVH9BSQ HEAVIEST LOAD CALCULATION ARRAY ITEM DE5CRIPTION ARRAY#I THROUGH #8 DESIGN 4 DRAFTING BY: (ARRAY#3) RB Rid e Beam/Board 2"X 10" D. FIR ELEMENT ENERGY LLC R Rafters 2"X 8" D. FIR I G" O.C. REVIEW BY J.M.NABCEP CERTIFIE MODULE WEIGHT(Lbs) 48.5 O5 1 1 1 2-1 29 of- NEj1j (D) Deckin 3/4„ PLYWOOD #OF MODULES 8 � 0) CodingJoist 2"X 8" D. FIR I G" O.C. TOTAL MODULE WEIGHT(Lbs) 3gg p CO =_Q� A G�Gs��� (P) Fitch 20'* 29' REVISIONS W (C) I Collar Ties 2"X G" D. FIR 32 O.C. DE5CRIFTION DATE REV TOTAL LENGTH OF RAIL(Ft) 99.3 29 o (H) I Horizontal 5t2an of(R) I G9" MAX. ORIGINAL 02-02-2022 f'— � r' �4 YCn RAIL WEIGHT PER FOOT(Lbs) O.G8 m LU �R� �RB� TOTAL RAIL WEIGHT(Lbs) G7.5 2 _ Z #OF 5TRANDOFFS 2G WEIGHT PER 5TRANDOFF(Lbs) 2 A��FESSIONP� TOTAL STANDOFF WEIGHT(Lbs) 52 I TOTAL ARRAY WEIGHT(Lbs) 507.5 I POINT L s 19.5 CONTRACTOR TOTAL ARRAY AREA(5q Ft) 171.3 ARRAY DEAD LOAD(Lbs/Sq Ft) 3.0 ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM i 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN (C) i MATTITUCK, NY 1195 SNOW Speedd Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL I LICENSE #43889-H LOAD' (mph) effects., wind debris CATEGORY Weatheringe line Termites TEMP' REQUIREDh HAZARDSg INDEX[ TEMPI region[ zone' depthb j LICENSE # 52G89-ME MUDIQ FEMA 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES ZONE X 599 51'F I MANUALJ DESIGN CRITER1An Winter Summer Altitude indoor Design Heating 00, Elevation Latitude 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°FLn Cooling Wind Wind Coincident Daily Winter Summer Q m temperature difference Velocity velocity wet bulb range humidity humidity UJ O heating cooling U 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH W I^ _ For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL I Q W 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 (S) 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 LLJ 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. LL-] 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 D shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP C) 0 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. Q 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 0 on a site-specific basis in accordance with Section R301.2.1.4. SOLAR MODULE e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York STAINLESS STEEL 3/8" State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also BOLT AND NUT > see Figure R301.2(1).] f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. U 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 B N 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: L The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM T"BRACKET ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ALUMINUM FLASHING SHEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." I. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) STRU CTU RA value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." ASPHALT SHINGLE ROOF j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method 5/1 G"x G"STAINLESS (Base 32°F)." STEEL LAG BOLT WITH k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 2 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 5EALED 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 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 IT. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at 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. PV_4 TAX MAP: 10001 1 1000700003000 MOUNTING DETAIL I IN Zoho Sign Document ID:GOXGHDQ6NDXOAR01 DBU0HDHIH603FHBNNU8TRVH913SQ J LH i U11 IV n J I KVv (42)OCELL Q.PEAK DUO BILK ML-G 1 0+400 PV MODULES (1)STRING OF(1 2)MICRO-INVERTERS,(1)STRING OF(I I)MICRO-INVERTERS,(1)STRING OF(1 0)MICRO-INVERTERS&(1)5TRING OF(7)MICRO-INVERTERS DESIGN 8 DRAFTING BY: -(4)STRINGS TOTAL ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE 5TRING#I _ _ _ _ _ _ _ - OF NEW Y 051 1 1 2-1 29 - - - - - - - - - - - - - - - - - S- -dE n G Oj KEV1510NS, �\ DE5CRIPTION DATE REV ORIGINAL 02-02-2022 W STRING#2 N � � ? 103445 <(r I ---- ---- ---- ---- ---' ---- ---- ---- ---- ---- TO UTILITY GRID SSID�P I I I I STRING#3 r_ ________ _ N 131-DIRECTIONAL CONTRACTOR 0 UTILITY METER I-PHA5E,240 V I I I 1 N PER ISC 240�.21(13)I1)1 G9O.64(A) ELEMENT ENERGY, LLC. I I I Leucm OP TAP wnouaoRs SHALL IIOT EXCUD IO PT 7470 SOUND AVE STRING#4 _ _ _ _ _ _ MATTITUCK, NY 11952 1 LICENSE #43889-h I I I I I ------- LI N - MIME CROA VERTER ( I I ENPHA5E BRANCH ENPHA5E IO7PLU5-72-2-U5 CIRCUIT CABLE TYPICAL 240 VAC,I.21 A MAX,OUTPUT POV,FR 290VA 97.5%CEC-WEIGHTED EPP. NEMA G.UL Us ED TYPICAL PROJECT NAME I I I 1 1 1+1 71 Li 161 it LI IGI N L7 IGI N 1Ln Q I I MAIN SERVICE PANEL , ` AC DISCONNECT '- a; 5O D 022311RB `�)A 11 1 AC COMBINER BOX N LU .I ti.IL q 240 VAC,I 00 A .1v _C/L_4 A ULU5 ED (, 1+ , Q N ' 3G a LGJCU IP'C�Fi..'nRer_ (2)(21%O A RUSES I WLU Z EXISTING GROUNDING 70A j i ELECTRODE SYSTEM V WIRE CONDUIT SCHEDULE J = - L U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% > I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE 31 O.15(B)(3) 310.1 5(B)(200.) V INVERTERS COMBINER PANEL AWG#10 1 8 0.7 U5E-2/PVWIre AWG#8 1 BARE CU FREE AIR I.. 55-C 0.84 100 FT 2.8% N �J OR EMT 2 COMBINER PANEL AC DISCONNECT AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 Cu PVC I.. 450C 0.95 50 FT 0.81% AC DI5CONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 TNWN-2 CU PVC 1" 45-C 0.95 10 FT 0.2% ELECTRICAL NOTES SHEET NAME CALCULATIONS POP CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED POP,ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(B)(I)]: (Isc '(#ofstnn s)'(I.5G)= 18.1 5 A 3-LINE D I A. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY ) 9 Modules per String 1 2 MAX. TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. AWG 2 I O, ampacity'Temp berate = 23.52 A 23.52 A> 18.15 A, therefore DC wire size is valid. Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 40 COMPLY WITH NEC I 1 0.2G. #2 Inverter Output Wire Ampacity Calculation 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = GO.5 A Record low temp I OeC FURNISH ALL NECE55ARY OUTLETS, SUPPORTS, FITTINGS AND ACESSORIE5 TO FULFILL AWG#G, ampacity'(Temp Derate)'(Conduit Fill Derate) = 71.25 A Voc Temp Coefficient -0.240lo/eC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 71.25 A> GO.5 A, therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation O eratln Current 10.8 A =(#of 5trin s)'(Im ) N.T.S. THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = GO.5 A 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#8, ampacity'(Temp Derate)'(Conduit Fill Derate) = 71.25 A Operating Volta e 37.13 V =(#modules in series)'Nm ) e s 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 7 1.25 A> GO.5 A, therefore AC wire size is valid. Max. System Voltage 49.G V = (#modules in series)'[(((-#.##%V/C'.O 1)'(Lo Temp## C-25))'(Voc))+(Voc)] SUPPORT RAIL, PEP THE GROUNDING CLIP MANUPACTURERIS INSTRUCTION. Short Circuit Current 13.9 A =(#of strm 5)'(15c)'(I.25) per Art. G90.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEE13 LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO G15L-4DBT LAY-IN LUG. Ma AC Output Current G05 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/neg x ative) . \/- OR Ci eratln AC Volta Q5 e 240 V I V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND 5HALL COMPLY WITH NEC G90.35. TAX MAP: 1 000 1 1 1000700003000 Zoho Sign Document ID:GOXGHDQ6NDXOAR01 DBU0HDHIH603FHBNNU8TRVH9BSQ DESIGN 4 DRAFTING BY: SERVICE METER O O ELEMENT ENERGY LLC INSTALLATION NOTE REVIEW BY J.M.NABCEPCERTIFIE PHOTOVOLTAIC PHOTOVOLTAIC• • • ( 1 ) ALL LABEL SHALL BE INSTALLED IN OBI I12-129 ® O SOLAR BREAKERDC DISCONNECTACCORDANCE WITH THE 2017 NEC REVISIONS OPERATING VOLTAGED REQU I REM ENT5. °E5CR'PTION DATE REV ® OPERATING CURRENT A (2) ALL LOCATIONS ARE APPROXIMATE ANDMAX SYSTEM ORIGINAL 02-02.2022 SOLAR AC LOAD CENTER- OUT51DE DONOTRELOCATETH1S�y �• VOLTAGE , REQUIRE FIELD VERIFICATION. OVERCURREHTDEVICE (3) LABELS, WARNING(5) AND MARKING O3 TURN RAPID SHUTDOWN SWITCH To 0 ® SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUTDOWN 1 10.21 (5). j PVSYSTEMANDREDUCE a CAUTION ' SHOCK HAZARDINTHEARRAY POWER TO THIS SERVICE IS ALSO SUPPLIED (4) THE MATERIAL USED FOR MARKING _ -- - -J AC DISCONNECT FROM THE FOLLOWING SOURCES WRH DISCONNECTS LOCATED AS SHOWN MUST BE WEATHER RESISTANT, IN CONTRACTOR SOLAR AC LOAD CENTER- INSIDE 2 O ® P, W,HEG COMPLIANCE WITH NEC 1 10.2 I (B)(3). r- -- - - PVARAY (5) THE PV SYSTEM CIRCUIT CONDUCTORS r ELEMENT ENERGY, LLC. ® OO ® 1 1 ® ! WP. 5HALL BE LABELED IN5TALLED IN 7470 SOUND AVE THIS EQUIPMENT FED BYMUITIPLE DUAL POWER SUPPLY SOURCES.TOTALRARNGOFALL �� COMPLIANCE WITH NEC G90.3 1 MATTITucK, NY 1195 OVERCURRENTDEVICES,EXCLUDING SOURCES:UTILITY GRID LICENSE #43889-H MAIN SUPPLY OVERCURRENT AND PVSOLAR LICENSE # 52689-ME DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING AMP=YOFBUSBAR j © THIS SERVICE METER PROJECT NAME IS ALSO SERVED BY A 9 73D7ARD i PHOTOVOLTAIC SYSTEM ! PHOTOVOLTAIC SYSTEM EAN® S i COMBINER PANEL RGIZED ; DO NOT ADD LOADS Q ((� CONDUIT - OUTSIDE BUILDING oN r j ® -- --- - - - U 0 � ® ----_ ---- -- -----, LzLI (n — ® 11SVO -f f Wz TUREv.,run ILLQW MAIN SERVICE PANEL - OUTSIDE O � = O OO ® > �"I-' � SOLAR ELECTRIC SYSTEM CONNECTED > d- D MAIN SERVICE PANEL - INSIDE r 0f- NEW yo POWER SOURCE i �� a_QQ G SHEET NAME OUTPUT CONNECTION L� _ � DO NOT RELOCATE THIS y O O 1 OVERCURRENT DEVICE LABELS 2 AC DISCONNECT/BREAKER F�ARO10 3445 DRAWING SCALE ESSI OOO ® ® N .T.S. SHEET NUMBER PV-6 TAX MAP: 10001 1 1000700003000